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ENERGY EFFICIENCY CODE
v S RECEIVED SCANNED" BY JUL 05 2018 FORM R405-2017 St Lucie County ST. Lucie County, Permitting FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Profes$ional Regulation - Residential Performance Method Project Name: Air Plus -Peters -Lot 20-Updated-HP Builder Name: Phoenix Homes Street: 8036 S Ocean Drive Permit Office: St. Lucie County City, State, Zip: Jensen Beach , FL, Permit Number. /P©J!'. Owner: Peters Residence Jurisdiction: Design Location: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (8785.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int lnsul, Exterior R=4.1 8167.70 ft2 b. Frame - Steel, Adjacent R=11.0 617.50 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (2866.0 sgft.) Insulation Area a. Roof Deck (Unvented) R=20.0 2866.00 ft2 6. Conditioned floor area above grade (ft2) 7966 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(1900.2 sqft.) Description Area 2 additional duct system(s) 6 398.3 a. U-Factor: Sgl, U=1.06 850.00 ft2 b. Sup: Floor 2 AHU3, Ret: Floor 2 AHU3, AH: Floo 6 398.3 SHGC: SHGC=0.29 c. Sup: Floor 2 AHU4, Ret: Floor 2 AHU4, AH: Floor (see detail b. U-Factor: Sgl, U=1.04 683.17 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.24 a. Central Unit 60.0 SEER:16.00 b. Central Unit 30.0 SEER:16.00 c. U-Factor: Sgl, U=1.03 357.00 ft2 2 additional cooling systems (see details) SHGC: SHGC=0.34 13. Heating systems kBtu/hr Efficiency d. U-Factor: other (see details) 10.00 ft2 a. Electric Heat Pump 60.0 HSPF:9.00 SHGC: other (see details) b. Electric Heat Pump 30.0 HSPF:9.00 Area Weighted Average Overhang Depth: 6.489 ft. 2 additional heating systems (see details) Area Weighted Average SHGC: 0.282 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (7966.0 sgft.) Insulation Area EF: 0.940 a. Floor Over Other Space R=0.0 2647.00 ft2 b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 2391.00 ft2 None c. other (see details) R= 2928.00 ft2 15. Credits Pstat Glass/Floor Area: 0.239 Total Proposed Mo6fied Loads: 236.33 PASS Total Baseline Loads: 238.74 I hereby certify that the plans and specifications covered by , Review of the plans and this calculation are in compliance w' lorida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: R / 22 / 2018 this building will be inspected for. compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNE 1/ACaEIjIT OFFICIAL: DATE: �� DATE: i - Compliance requires certification by the air handler unit certified factory -sealed In accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspec envelope leakage test report with envelope leakage no grc 6/22/2018 9:29 AM EnergyGauge® USA that the air handler enclosure qualifies as Checklist in accordance with R402.4.1.1 and this project requires an than 5.00 ACH50 (R402.4.1.2). File,P)PY R405.4.1 Compliant Software """ Page 1 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST RFPnRT PROJECT Title: Air Plus -Peters -Lot 20-Update Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned, krea: 7966 Lot # Owner Name: Peters Residence Total Stories: 3 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Phoenix Homes Rotate Anglel. 0 Street: 8036 S Ocean Drive Permit Office: St. Lucie County Cross Ventilation: County: St. Lucie Jurisdiction: Whole House Fan: City, State, Zip: Jensen Beach, Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE i / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL VERO_BEACH_MUNI 39 90 70 75 299 62 Low LOCKS Number Name Area Volume 1 Blocki 2709 21672 2 Block2 1286 13245.8 3 Block3 1580 16274 4 Block4 2391 22714.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 AHU2 2709 21672 ies 5 1 Yes Yes Yes 2 Floor 2 AHU3 1286 13245.8 No 0 2 1 Yes Yes Yes 3 Floor 2 AHU4 1580 16274 No 0 2 1 Yes Yes Yes 4 Base Level AHU1 2391 22714.5 o 0 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Base Level AHU1 100 ft 0 2391 ft2 ---- 1 0 0 2 Floor over Garage Floor 1 AHU2 ---- ---- 1008 ft2 13 1 0 0 3 Floor Over Other Space Floor 1 AHU2 ---- ---- 1701 ft2 0 1 0 0 4 Floor Over Other Space Floor 2 AHU3 ---- ---- 946 ft2 0 1 0 0 5 Floor Over Other Space Floor 2 AHU4 ---- ---- 1580 ft2 13 1 0 0 6 Raised Floor Floor 2 AHU3 ---- ---- 340 ft2 0 1 0 0 6/22/2018 9:29 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 2 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Metal 3205 11:2 0 ft2 Medium 0.96 No 0.9 No 20 26.6 ATTIC / V # Type Ventilation ant Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2866 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Unvented) Floor 2 AHU3 1 Blown 1286 ft2 0.11 Wood 2 Under Attic (Unvented) Floor 2 AHU4 1 Blown 1580 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 S Exterior Concrete Block - Int Ins5loor 1 AHU2 4.6999 59 11 6 678.5 ft2 0 0.75 0 _ 2 E Exterior Concrete Block - Int Ins5loor 1 AHU2 4.0999 7 11 6 80.5 ft2 0 0.75 0 3 N Exterior Concrete Block - Int Ins6loor 1 AHU2 4.0999 6 11 6 69.0 11:2 0 0.75 0 _ 4 E Exterior Concrete Block - Int InsEloor 1 AHU2 4.0999 10 11 6 115.0 ft2 0 0.75 0 _ 5 N Exterior Concrete Block - Int Ins6loor 1 AHU2 4.0999 8 11 6 92.0 ft2 0 0.75 0 6 E Exterior Concrete Block - Int InsEloor 1 AHU2 4.0999 22 11 6 253.0 ft2 0 0.75 0 7 E Exterior Concrete Block - Int Ins6loor 1 AHU2 4.0999 19 11 6 218.5 ft2 0 0.75 0 8 N Exterior Concrete Block - Int Ins6loor 1 AHU2 4.0999 49 6 11 6 569.3 ft2 0 0.75 0 .9 W Exterior Concrete Block - Int Ins6loor 1 AHU2 4.0999 22 4 11 6 256.8 ft2 0 0.75 0 _ 10 S Exterior Concrete Block - Int InsEloor 1 AHU2 4.0999 6 11 6 69.0 ft2 0 0.75 0 .11 W Exterior Concrete Block - Int Ins6loor 1 AHU2 4.0999 18 0 11 6 207.0 ft2 0 0.75 0 _12 W Exterior Concrete Block - Int Ins6loor 1 AHU2 4.0999 17 4 11 6 199.3 ft2 0 0.75 0 13 S Exterior Concrete Block - Int InsBloor 2 AHU4 4.0999 51 10 4 527.0 ft2 0 0.75 0 14 E Exterior Concrete Block - Int Ins9loor 2 AHU4 4.0999 17 4 10 4 179.1 ft2 0 0.75 0 15 N Exterior Concrete Block - Int Ins6loor 2 AHU4 4.0999 17 0 10 4 175.7 ft2 0 0.75 0 16 E Exterior Concrete Block - Int Ins6loor 2 AHU4 4.0999 22 0 10 4 227.3 ft2 0 0.75 0 17 S Exterior Concrete Block - Int Ins5loor 2 AHU3 4.0999 17 10 4 175.7 ft2 0 0.75 0 18 E Exterior Concrete Block - Int Ins6loor 2 AHU3 4.0999 20 8 10 4 213.6 ft2 0 0.75 0 19 N Exterior Concrete Block - Int InsHloor 2 AHU3 4.0999 55 0 10 4 568.3 ft2 0 0.75 0 _20 W Exterior Concrete Block - Int InsEiloor 2 AHU3 4.0999 6 8 10 4 68.9 ft2 0 0.75 0 21 N Exterior Concrete Block - Int InsEloor 2 AHU3 4.0I999 11 0 10 4 113.7 ft2 0 0.75 0 _22 W Exterior Concrete Block - Int Ins6loor 2 AHU3 4.0999 17 0 10 4 175.7 ft2 0 0.75 0 23 S Exterior Concrete Block - Int Ins6loor 2 AHU3 4.0999 7 4 10 4 75.8 ft2 0 0.75 0 _24 W Exterior Concrete Block - Int InsEloor 2 AHU4 4.0999 18 8 10 4 192.9 ft2 0 0.75 0 _25 S Exterior Concrete Block - Int Ins5loor 2 AHU4 4.0999 6 8 10 4 68.9 112 0 0.75 0 _26 W Exterior Concrete Block - Int Ins6loor 2 AHU4 4.0999 16 0 10 4 165.3 ft2 0 0.75 0 S Exterior Concrete Block Int InslHase Level A 4.0999 _27 - 59 0 9 6 560.5 ft2 0 0.75 0 6/22/2018 9:29 AM EnergyGauge® USA S ction R405.4.1 Compliant Software Page 3 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS F28 Ornt Adjacent Cavity In Wall Type Spacen Width Height Area Sheathing Framing Solar lle AhSor Below E Exterior Concrete Block - Int InsBase Level A 4.6999 999 6 0 9 6 57.0 ft2 0 0.75 0 29 N Exterior I Concrete Block - Int Ins®ase Level A 4.0999 6 0 9 6 57.0 ft2 0 0.75 0 30 E Exterior I Concrete Block - Int InsBase Level A 4.0999 -10 • 0 9 6 95.0 ft2 0 0.75 0 _31 N Exterior I Concrete Block - Int InsBase Level A 4.0999 8 0 9 6 76.0 ft2 0 0.75 0 _32 E Exterior Concrete Block - Int InsBase Level A 4.0999 21 8 9 6 205.8 ft2 0 0.75 0 33 S Exterior Concrete Block - Int InsBase Level A 4.0999 19 0 9 6 180.5 ft2 0 0.75 0 _34 E Exterior Concrete Block - Int InsBase Level A 4.0999 20 0 9 6 190.0 ft2 0 0.75 0 35 N Exterior Concrete Block - Int InsBase Level A 4.0999 71 0 9 6 674.5 ft2 0 0.75 0 36 W Garage Frame- Steel Base Level A 11 23 0 9 6 218.5 ft2 0.11 0.75 0 _37 N Garage Frame - Steel Base Level A 11 42 0 9 6 399.0 ft2 0.11 0.75 0 38 W Exterior Concrete Block - Int Ins®ase Level A 4.0999 18 0 9 6 171.0 ft2 0 0.75 0 _39 W Exterior I Concrete Block - Int InsBase Level A 4.0999 17 4 9 6 164.7 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Base Level A None .46 2 8 8 21.3 ft2 2 N Insulated Base Level A None .46 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Ornt ID Frame Panes NFRC U-Foctor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Single Yes 1.03 0.34 N 12.5 ft2 2 ft 0 in 20 ft 0 in Drapes/blinds None 2 S 1 Metal Low-E Single Yes 1.03 0.34 N 60.5 ft2 2 ft 0 in 20 ft 0 in Drapes/blinds None 3 S 1 Metal Low-E Single Yes 1.03 0.35 N 10.0 ft21 2 ft 0 in 20 ft 0 in Drapes/blinds None 4 N 3 Metal Low-E Single Yes 1..04 0.24 N 20.0 ft2 10 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 4 Metal Low-E Single Yes 1.II06 0.29 N 80.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 6 N 5 Metal Low-E Single Yes 1.04 0.24 N 27.5 ft2 20 ft 0 in 1 ft 0 in Drapes/blinds None 7 E 6 Metal Low-E Single Yes 1.06 0.29 N 200.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 8 E 7 Metal Low-E Single Yes 1.06 0.29 N 150.0 ft2 22 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 8 Metal Low-E Single Yes 1.04 0.24 N 40.0 ft2 2 ft 0 in 20 ft 0 in Drapes/blinds None 10, N 8 Metal Low-E Single " Yes 1.04 0.24 N 12.5 ft2 2 ft 0 in 20 ft 0 in Drapes/blinds None 11 W 9 Metal Low-E Single Yes 1.04 0.24 N 20.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 12 W 9 Metal Low-E Single Yes 1.03 0.34 N 224.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 13 W 11 Metal Low-E Single Yes 1.04 0.24 N 40.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 14 W 11 Metal Low-E Single Yes 1.04 0.24 N 60.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 15 W 12 Metal Low-E Single Yes 1.03 0.34 N 60.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 16 S 13 Metal Low-E Single Yes 1.04 0.24 N 20.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 17 E 14 Metal Low-E Single Yes 1.04 0.24 N 66.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 18 N 15 Metal Low-E Single Yes 1.04 0.24 N 15.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 19 E 16 Metal Low-E Single Yes 1.06 0.29 N 144.0 ft2 9 ft 0 in 1 ft 0 in Drapes/blinds None 20 S 17 Metal 'Low-E Single Yes 1.04 0.24 N 24.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 21 E 18 Metal Low-E Single Yes 1.06 0.29 N 144.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 6/22/2018 9:29 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 22 N 19 Metal Low-E Single Yes 1.64 0.24 N 10.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 23 N 19 Metal Low-E Single Yes 1.04 0.24 N 54.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 24 N 19 Metal Low-E Single Yes 1.04 0.24 N 12.5 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 25 W 22 Metal Low-E Single Yes 1.06 0.29 N 132.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 26 W 24 Metal Low-E Single Yes 1.04 0.24 N 70.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 27 W 26 Metal Low-E Single Yes 1.04 0.24 N 30.0 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 28 S 27 Metal Low-E Single Yes 1.04 0.24 N 10.0 ft2 2 ft 0 in 20 ft 0 in Drapes/blinds None 29 S 27 Metal Low-E Single Yes 1.04 0.24 N 55.0 ft2 2 ft 0 in 20 ft 0 in Drapes/blinds None 30 W 38 Metal Low-E Single Yes 1.04 0.24 N 40.0 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 31 W 38 Metal Low-E Single Yes 1.04 0.24 N 26.7 ft2 6 ft 0 in 1 ft 0 in Drapes/blinds None 32 W 39 Metal Low-E Single Yes 1.04 0.24 N 30.0 ft2 2 ft 0 in 20 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 1008 ft2 1008 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000295 6158.9 338.11 635.87 .3104 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9 60 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:9 30 kBtu/hr 2 sys#2 3 Electric Heat Pump/ None HSPF:9 36 kBtu/hr 3 sys#3 4 Electric Heat Pump/ None HSPF:9 30 kBtu/hr 4 sys#4 COOLING SYSTEM i # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 60 kBtu/hr 1800 cfm 0.75 1 sys#1 2 Central Unit/ Split SEER: 16 30 kBtu/hr 900 cfm 0.75 2 sys#2 3 Central Unit/ Split SEER: 16 36 kBtu/hr 1080 cfm 0.75 3 sys#3 4 Central Unit/ Split SEER: 16 30 kBtu/hr 900 cfm 0.75 4 sys#4 6/22/2018 9:29 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 5 of 6 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM # System Type SubType Location EF I Cap Use SetPnt Conservation 1 Electric None Garage 0.941 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume . FEF None None ftz DUCTS ---- Supply ---- ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Floor 1 AHU2 6 398.3 ft Floor 1 AHU2 99.575 Default Leakage Floor 1 AH (Default) (Default) 1 1 2 Floor 2 AHU3 6 398.3 ft Floor 2 AHU3 99.575 Default Leakage Floor 2 AH (Default) (Default) 2 2 3 Floor 2 AHU4 6 398.3 ft Floor 2 AHU4 99.575 Default Leakage Floor 2 AH (Default) (Default) 3 3 4 Base Level A 6 398.3 ft Base Level A 99.575 Default Leakage Base Level (Default) (Default) 4 4 TEMPERATURES i Programable Thermostat: Y Ceiling Fans: Coo ling r[jJan r Feb Heating Jan f X� Feb r , Mar [X] Mar r Apr r May Apr [ May X] Jun X� Jul 4 1 Jun 4 ] Jul X� Aug� f ] Auf Se Oct ] Sep E Oct Nov Nov Dec f X} Dec Ventin [ ]Jan [[ Feb L 1 [X] Mar Apr [ May [ J Jun [ ]Jul l ] Aug l ] Se Ixl Oct Nov l J Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 6B 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/sq.ft. 0 ftz 0 ft 0.3 Floor 1 Default 8 lbs/sfi.ft. 0 ftz 0 ft 0.3 Floor 2 Name: Bruce Tschosik Rating Compant: Bruce Tschosik Signature: Date: 6 / 22 / 2018 6/22/2018 9:29 AM EnergyGauge® USA Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2017 RESIDENTIAL ENERGY CONSERVAI Florida Department of BL Simulated Performance Applications for compliance with the 2017 � residential Simulated Performance Method ❑ This checklist CODE DOCUMENTATION CHECKLIST and Professional Regulation Itive (Performance) Method a Building Code, Energy Conservation via the include: ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level (EPL) Display Oard (one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance ❑ Air Barrier and Insulation Inspection C one page) ' ❑ A completed Envelope Leakage Test ❑ If Form R405 duct leakage type indicate Form R405 Duct Leakage Test Report Criteria checklist (Table R402.4.1.1 - port (usually one page) anything other than "default leakage", then a completed :ually one page) 6/22/2018 9:29:48 AM EnergyGauge® USA 6.0.02-IFIaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 +- wrightsoft® Project Summary AHU t#2 Energy House Technol 3341 Pine Hill Trail, Palm Beach Gardens, FL33418 Phone:561-459-0242 Fax:561 For: Scott Hixon c o Lot20 Diamon Phone:772-48 Notes: Email: airplusfli Weather: Winter Design Conditions Outside db 42 °F Inside db 70 OF Design TD 28 cF Heating Summary Structure 36255 Btuh Ducts entr I vent (0 cfm) 0 BBtuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 36255 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Area fn Volume)(ft3) AirchangesJhour Equiv, AVF (cim) Heating 30406 0.27 139 Cooling 30406 0.15 74 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating Input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 80 AFUE 0 BBtuh 18011 cfm 0.050 cfm/Btuh 0 in H2O 39 Email: Air Plus ;en Beach, FL 34957. Pierce, FL, US Job: MJ18040318BTA Date: Apr 03, 2018 By: Bruce Tschosik Web: www.EnergyHT.com Licerse:927 Summer Design Conditions Outside db 90 cF Inside db 75 OF Design TD 15 cF Daily range M Relative humidity 50 % Moisture difference 61 grAb Sensible Cooling Equipment Load Sizing Structure 39584 Btuh Ducts ents I vent (0 cfm) 0 BBtuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.95 37604 Btuh sensible Latent Cooling Equipment Load Sizing Structure 6806 Btuh Central vent (0 cfm) 0 BBtuh (none) Equipment latent load 6806 Btuh Equipment total load 44411 Btuh Req. total capacity at 0.70 SHR 4.5 ton Cooling Equipment Summary Make Trade Cond Coil AHRI ref Efficiency 0 SEER Sensible cooling 0 Btuh Latentcooling 0 Btuh Total cooling 0 Btuh Actual airflow 1801 cfm Air flow factor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.85 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft' Right-Sute®Uriversal201717.0.17RSU11733 iglUoftHVAC\AirPhaLot20Diamond Sards.np Calc=W8 FrontDoorfaces: FHe C ®�O Apr-05 05 Page 1 K .i �r - wrightsoft- Project Summary AHU #3 Energy House Technol 3341 Piro Hill Trail, Palm Beach Gardens, FL33418 Phore:561-459-0242 Fax:561 For: Scott Hixon do Homem Lot 20 Diamond Sands, Phone:772-486-5989 Email: airDlusfl@vahoo Notes: Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 21338 Btuh Central 1cts3420 vent (0 cfm) BBtuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24759 Btuh Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changesihour Equiv.AVF (cfm) Infiltration Simplified Average 0 Heating Co 5 1385 14263 14263 0.30 0.16 72 38 Heating Equipment Summary Make Trade Model AHRI ref Efficiency 80 AFUE Heating input 0 Btuh Heating output 0 Btuh Temperature rise 0 OF Actual airflow 967 cfm Air flow factor 0.039 cfm/Btuh Static pressure 0 in H2O Space thermostat Job: MJ18040318BTA Date: Apr 03, 2018 By: Bruce Tschosik Email: Bruce@ErergyHT.com Web: www.EnergyHT.com Lioerse:927 ; Air Plus Ben Beach, FL 34957 Pierce, FL, US Summer Design Conditions Outside db 90 cF Inside db 75 OF Design TD 15 cF Daily range M Relative humidity 50 % Moisture difference 61 grAb Sensible Cooling Equipment Load Sizing Structure 18974 Btuh Ducts 2346 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturers data n Rate/sWn multipplier 0.95 Equipmenilsensible load 20254 Btuh Latent Cooling Equipment Load Sizing Structure 2206 Btuh Ducts 1954 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 4160 Btuh Equipment total load 24414 Btuh Req. total capacity at 0.70 SHR 2.4 ton Cooling Equipment Summary Make Trade Cond Coil AHRI ref Efficiency 0 SEER Sensible cooling 0 Btuh Latentcooling 0 Btuh Total cooling 0 Btuh Actual air flow 967 cfm Air flow factor 0.045 c1mBtuh Static pressure 0 in H2O Load sensible heat ratio 0.84 Calculations approved byACCAtolmeet all i AC ' wrightsoft Right-Sute@Uriversal20l7l7.0.17RSU117331 iglUoftHVACAirPhs-Lot20DiarrrondSards.np Calc=MM FrorCDoor faces:1N of Manual J 8th Ed. 2018-Apr-05 0553:33 Page 2 A, .J - Wrightsoft- Project Summary AHU #4 Energy House Technol 3341 Pine Hill Trail, Palm Beach Gardens, FL33418Phone: 561-459-0242 Fax:551-420}0139 Email: Bruoe@ErergyHLcomWeb: www.Erer For: Scott Hixon cJo Homem Lot 20 Diamond Sands, Phone:772-486-5989 Email: airDlusfl@vahoo Notes: Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 20808 Btuh DuctsCe 3880 tr n ral vent (0 cfm) B�tuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24689 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Area Heating Cooling (ftz) 1580 158D Volume (ft3) 18715 18715 Airchangges/hour 0.27 0.14 Equiv.AVF (cfm) 84 45 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh Btuh 0 OF 1059 cfm 0.043 cfm/Btuh 0 in H2O Air Plus sen Beach, FL 34957 FL, US Job: MJ180403188TA Date: Apr 03, 2018 By: Bruce Tschosik License: 927 Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 cF Daily range M Relative humidity 50 % Moisture difference 61 grAb Sensible Cooling Equipment Load Sizing Structure 20672 Btuh 2660 Central t vent (0 cfm) BBtuh (none) Blower 0 Btuh Use manufacturers data n Rate/swing multiplier Equipment 0.95 sensible load 22167 Btuh Latent Cooling Equipment Load Sizing Structure 3076 Btuh Ducts�60 Central vent (0 cfm) BBtuh (none) Equipment latent load 5345 Btuh Equipment total load 27512 Btuh Req. total capacity at 0.70 SHR 2.6 ton Cooling Equipment Summary Make Trade Cond Coil AHRI ref Efficiency 0 SEER Sensible cooling 0 Btuh Latentcooling 0 Btuh Total cooling 0 Btuh Actual airflow 1059 cfm Airflowfactor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.81 Calculations approved byACCAtolmeetall A� * Wrightsoft' Right-SL&OUniversal 201717.0.17RSU117331 ...IgltsoftWAG1AirPlis-Lot20DlamordSards.np Calc=K&18 FrordDoorfaces:1N of Manual J 8th Ed. 2018-Apr-05 05:53:33 Page 3 v -- wrightsoft° Project Summary AHU#1 Energy House Technol 3341 Pire Hill Trail, Palm BeachGarders, FL33418 Phore:561-459-0242 Fax: For: Scott Hixon cJo Home( Lot 20 Diamond Sande Phone:772-486-5989 Notes: Email: airplusfl@yaho Weather: Winter Design Conditions Outside db 42 OF Inside db 70 cF Design TD 28 OF Heating Summary Structure 24068 Btuh Ducts 1095 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Equ pment load 25163 BBtuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Area He tin ing Co 2308 (fl2) 2309 Volume (fP) 21924 21924 Air chapges/hour 0.28 0.15 Equiv.AVF (cfm) 104 56 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 80AFUE 0 BBtuh 852 OF Cffm 0.034 cfm/Btuh 0 in H2O Job: MJ18040318BTA Date: Apr 03, 2018 By. Bruce Tschoslk 39 Email: Bruce@ErergyHLcom Web:www.EnergyHT.com Licerse:927 Air Plus ten Beach, FL 34957 Pierce, FL, US Summer Design Conditions Outside db 90 cF Inside db 75 cF Design TD 15 OF Daily range M Relative humidity 50 % Moisture difference 61 grub Sensible Cooling Equipment Load Sizing Structure 18096 Btuh DuctsCe 720 tr n ral vent (0 cfm) BtuBtuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swin multiplier Equipmenisensibleload 0.95 Btuh 17882 Latent Cooling Equipment Load Sizing Structure 3722 Btuh Du 5cts420 Central vent (0 cfm) BBtuh (none) Equipment latent load 4147 Btuh Equipment total load 22029 Btuh Req. total capacity at 0.70 SHR 2.1 ton Cooling Equipment Summary Make Trade Cond Coil AHRI ref Efficiency 0 SEER Sensible cooling 0 Latent cooling BBtuh Total cooling 0 Btuh Actual air flow 852 cfm Airflowfactor 0.045 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved byACCAtolmeet all requirements of Manual J 8th Ed. *1 wrightsoft° Right-.Slite@Uriversal201717.0.17RSU11 ightsoftHVACV1irPlus-Lot20DiamordSards.rLp Calc=NUB Fror¢Doorfa N 2018-Apr-05 05:53:33 Page 4 Job #: MJ18040318BTA Energy House Technology Scale: 1 : 118 Performed by Bruce Tschosik for: I Scott Hixon do Homeowner 1 3341 Pine Hill Trail Page 1 Right -Suite@ Universal2017 Lot20 Diamond Sands Palm Beach Gardens, FL33418 17.0.17 RSU11733 Jensen Beach, FL 34957 Phone: 772-486-5989 Phone: 561 459 0242 Fax: 561-420-0139 2018 r-05 05:54:00 airplusfl@yahoo.com wwwEnergyHT.com Bruce@EnergyHT.com R plus -Lot 20 Diamond Sands.ru p N 4 Open -Stairs Floor 1 Job#: MA8040318BTA ! Energy House Technology Scale:1 :118 Performed by Bruce Tschosik for: I Scott Haon clo Homeowner 3341 Pine Hill Trail Page 2 RightSuite® Universal 2017 Lot20 Diamond Sands Palm Beach Gardens, FL33418 17.0.17 RSU11733 Jensen Beach, FL 34957 Phone: 772 486-5989 Phone:561 459 0242 Fax:561 420-0139 2018- r-05 05:54:00 airplustl@yahoo.com www.EnergyHT.com Bruce@EnergyHT.com P Plus Lot 20 Diamond Sands.rup Floor 2 . Job #: MJ78040318BTA I Energy House Technology Scale:1 :118 Performed by Bruce Tschosik for: Scott Hkon Go Homeowner 3341 Pine Hill Trail Page 3 Right -Suite® Universal2017 Lot 20 Diamond Sands Jensen Beach, FL 34957 Palm Beach Gardens, FL 33418 Phone:561�59�0242 Fax:561-420-0139 17.0.17 RSU11733 r 05 05:54:00 2018-�' Phone:772-486-5989 airplusfl@yahoo.com www.Ene HTcom Bnice@Ener HT.com i rgy 9Y Ir Plus -Lot 20 Diamond Sands.rup Florida Building Code, E atory Requirements for Resic Conservation, 6th Edition (2017) Performance, Prescriptive and ERI Methods ADDRESS: 8036 S;Ocean Drive Permit Number: Jensen Beach , FL, MANDATORY REQUIREMENTS See individual n / n sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that thel EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies anc multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveloTilee building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compllance: R402.4.1.2 Testing. The building or dwelling unit shall be Itested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the lest shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors she other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be of 4. Exterior doors for continuous ventilation systems and heat 5. Heating and cooling systems, if installed at the time of the 6. Supply and return registers, if installed at the time of the to be closed, but not sealed, beyond the intended weatherstripping or flue dampers shall be closed, but not sealed beyond intended :overy ventilators shall be closed and sealed. t, shall be turned off. shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled In accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, theldoors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. File C®1P. 6/22/2018 9:51 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS r (Cont;nued) ❑ R402.4.4 Rooms containing fuel -burning appliances. In Climatel Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ❑ R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS ❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). H that, except during defrost, prevent supplemental heat operal ❑ R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter for air distribution systems shall be considered ducts or pie C403.2.9.2 of the Commercial Provisions of this code and : Duct tightness shall be verified by testing in accordance with (7), Florida Statutes, or individuals licensed as set forth in Se accordance with Section R403.3.3. pumps having supplementary electric -resistance heat shall have controls when the heat pump compressor can meet the heating load. (es and building cavities that form the primary air containment passageways n chambers, shall be constructed and sealed in accordance with Section II be shown to meet duct tightness criteria below. I/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 489.105(3)(f), (g) or (1), Florida Statutes, to be "substantially leak free" in R403.3.2.1 Sealed air handler. Air handlers shall havela manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with I�SHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed, at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. ❑R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 1 ❑ R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. I ❑ R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 6/22/2018 9:51 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral 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 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptabletemperaturesettings for the intended use. The minimum temperature setting range shall be from 1001F to 140°F (38°C to 60°c). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to bIr turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,JEnergy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be �ested 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. ❑ R403.6 Mechanical ventilation (Mandatory). The building (hall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fari efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements lof Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. I R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: I The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor, spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. I R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling eqi equipment loads calculated in accordance with ACCA A based on building loads for the directional orientation of indoor units (if split system) shall be submitted along wi described in Section R302.1. This Code does not allow affect equipment sizing. System sizing calculations shal as standard kitchen and bathroom exhaust systems. NE rating equal to or greater than the minimum required by TABLE R4( WHOLE -HOUSE MECHANICAL pment shall be sized in accordance with ACCA Manual S based on the inual J or other approved heating and cooling calculation methodologies, he building. The manufacturer and model number of the outdoor and i the sensible and total cooling capacities at the design conditions esigner safety factors, provisions for future expansion or other factors that not include loads created by local intermittent mechanical ventilation such or replacement heating and cooling equipment shall have an efficiency sderal law for the geographic location where the equipment is installed. LATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 I 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. 6/22/2018 9:51 AM When to I sted in accordance with HVI Standard 916 EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooliriig only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. 11 Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducts) is installed in an unconditioned space. Exceptions: Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 6 1 0 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall Inot be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric requirements calculated according to the procedure self R403.7.1.2.3 Fossil fuel heating equipment. The shall not be less than the design load calculated in aci Lance furnaces shall be sized within 4 kW of the design in Section R403.7.1. of fossil fuel heating equipment with natural draft atmospheric burners with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. I Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum R403.8 Systems serving multiple dwelling units (Mandator C403 and C404 of the IECC—Commercial Provisions in lieu of during base load periods is utilized. Systems serving multiple dwelling units shall comply with Sections Dn R403. ❑ R403.9 Snow melt and ice system controls (Mandatory) Snow-1 and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). ❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.1 i .5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches. Time switches or other control melthods that can automatically turn off and on according to a preset schedule shall be Installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 6/22/2018 9:51 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorg)he energy consumption of requirements of APSP-14. SE( ELECTRICAL POWER AND LIGHTING SYSTI R404.1 Lighting equipment (Mandatory). Not less than 75 high -efficacy lamps or not less than 75 percent of the permanently Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas portable spas shall be controlled by the R404 of the lamps in permanently installed lighting fixtures shall be i lighting fixtures shall contain only high -efficacy lamps. hting systems shall not have continuously burning pilot lights. 6/22/2018 9:51 AM EnergyGauge® USA - FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Air Plus -Peters -Lot 20-Updated-HP I Builder Name: Phoenix Homes Street: 1 8036 S Ocean Drive Permit Office: St. Lucie County City, State, Zip: Jensen Beach, FL, Permit Number: Owner: Peters Residence Jurisdiction: ce w Design Location: FL, Fort Pierce , U COMPONENT AIR BARRIER CRITjERIAEenvelopO. INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the buildAir-permeable insulation shall requirements The exterior thermal envelope contains a continuousnot Breaks or joints in the air barrier shall be sealed. be used as a sealingmaterial. The air barrier In any dropped ceiling/soffit shall be aligned with Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. The insulation in an droppedg ceiling/soffit /soffit shall be aligned the barrier. Access openings, drop down stairs or knee vrall doors to with air unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plates lall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of a erior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be Installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and f{aming, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. I Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall Abe covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping jointsl taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shaft opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building Thermal envelope Recessed light fixtures Installed in the building shall be sealed to the drywall. I thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on Installation readily conforms to available space shall extend behind 1ping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. n addmon, inspection of log walls shall be m accordance with the provisions of ICC-400. 6/22/2018 9:51 AM EnergyGauge® USA FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 1 c) AHU location varies 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 156.0 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) Q. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 7966 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 1.047 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.282 14. Heating system: Capacity 156.0 c) Area 7c. 190d.2 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U4actor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9.00 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. varies 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.94 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4J f) Heat recovery unit HeatRec% B. Adjacent: Ig) Other 1. Wood frame (Insulation R-value) 10131. 11.0 2. Masonry (Insulation R-value) 1 OB2. 1 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 1.0 b) Cross ventilation No b) Single assembly 11b. I c) Whole house fan No c) Knee walls/skylight walls 11c. I d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit I f) Programmable thermostat Yes "Label required by Section R303.1.3 of the Florida Building) Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this lhome before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature:_ Date: Address of New Home: City/FL Zip: Jensen Beach, FL 6/22/2018 9:51:01 AM EnergyGauge® USA 6.0.02 - Fla IRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 MAMFDADE DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applici 1 materials. The documentation submitted has Product Control Section to be used in Miami - Having Jurisdiction (AHJ). This NOA shall not be valid after the expu' Control Section (In Miami -Dade County) and/ the right to have this product or material teste fails to perform in the accepted manner, the ma may immediately revoke, modify, or suspend RER reserves the right to revoke this accep�i Control Section that this product or material fa This product is approved as described herein,fi Code, including the High Velocity Hurricane 2 DESCRIPTION: Series "FD-750" Outswin: RECEIVED JUL 0 5 2018 PT, Liasle Eeent , Parmittinq DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION RESOURCES (RER) 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy rules and regulations governing the use of construction r reviewed and accepted by Miami -Dade County RER- le County and other areas where allowed by the Authority ition date stated below. The' Miami Dade County Product or the AHJ (in areas other than Miami Dade County) reserve d for quality assurance purposes. If this product or material nufacturer will incur the expense of such testing and the AHJ the use of such product. or material within their jurisdiction. ;ance, if it is determined by Miami -Dade County Product Is to meet the requirements of the applicable building code. and has been designed to comply with the Florida Building Aluminum French Door w/ Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. $00041, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04,�j th revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanFnt label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered, no change in the applicable building code negat TERMINATION of this NOA will occur after in the materials, use, and/ or manufacture of & of any product, for sales, advertising or any ott to comply with any section of this NOA shall be ADVERTISEMENT: The NOA number pr followed by the expiration date may be displa displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA distributors and shall be available for inspection This NOA revises NOA No.16-0629.16 and ci E-4, as well as approval document mentioned al The submitted documentation was reviewed by /" 1tIZ4117 fter a renewal application has been filed and there has been rely affecting the performance of this product. the expiration date or if there has been a revision or change product or process. Misuse of this NOA as an endorsement ;r purposes shall automatically terminate this NOA. Failure cause for termination and removal of NOA. ceded by the words Miami -Dade County, Florida, and ,ed in advertising literature. If any portion of the NOA is all be provided to the user by the manufacturer or its the job site at the request of the Building Official. ;ists of this page 1 and evidence pages E-1, &-2, E-3 and forge M. Plasencia, P. E. NOA No.17-0504.04 Expirati 4, 2020 ApprovaRt cem 07, 2017 Page 1 PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawing (Submitted under previous 2. Drawing No. 8000-11, tit] through 12 of 12, dated 1 manufacturer, signed and se B. TESTS 1. Reference Test report on 1) 2) LE 3) Cl 2. 3. Along with marked -up draw Doors (w/ PS, Super, Cardin Laboratory, Inc., Test Repor 02/15/16, 06/07/16 and 06/2 (Submitted under previous i Test reports on: 1) Air Infili 2) Uniform 3) Water R( 4) Forced E along with marked -up draw: door using a low sill thre and sections. )A No. 09-1028.10) "Alum. French Door & Side Lites, Impact", sheets 1 3/04, with revision " G" dated 04/10/17, prepared by d by Anthony Lynn Miller, P. E. iiform Static Air Pressure Test, per FBC, TAS 202-94 Missile Impact Test per FBC, TAS 201-94 c Wind Pressure Loading per FBC, TAS 203-94 gs and installation'diagram of Aluminum Sliding Glass & Duraseal Spacers), prepared by Fenestration Testing No(s) FTL-8717, FTL-8970 and FTL-8968, dated 16, all signed & sealed by Idalmis Ortega, P.E. )A No.16-0629.16) lion Test, per FBC, TAS 202-94 tatic Air Pressure Test, Loading per FBC, TAS 202-94 .stance Test, per FBC, TAS 202-94 ry Test, per FBC 2411.3.2.1, and TAS 202-94 ;s and installation diagram of an aluminum sliding glass old, glazed with 7/16" laminated glass, prepared by Fenestration Testing Labor a' ory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E_ (Submitted under previous PFOA No. 09 1028.10) 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 203-94 6) Forced Entry Test, per FBC 2411.32.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. V17,4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) E.— 1 Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07; 2017 PGT Industries, Inc. B. TESTS (coNTnvuED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 94 along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/105, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05'-0419.03) 5. Test reports on: 1) Air Infiltiation Test, per FBC, TAS 202-94 2) Uniform I�tatic Air Pressure Test, Loading per FBC, TAS 202-94 3) Water RdIsistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL4528, dated 02/114/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up draw�ngs and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FT"529, dated 02/14/05, FTL 4530, dated 02/14/05, FT"311, dated 09/01/04, all signed and seal�d by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014) and FBC 61h Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1: Notice of Acceptance No. "Trosifol® Ultraclear, Ch expiring on 07/08/19. 2. Notice of Acceptance No. 1 for their "Saflex CP - Sai PET Core" dated 09/07/17, 3. Notice of Acceptance No. 1' for their "Saflex HP Clear c 04/14/18. F. STATEMENTS 1. Statement letter of conform (2017), issued by manufactL P. E. 2. Statement letter of no finE signed and sealed by A. Lyn 3. Lab compliance as part of t 8970 and FTL-8968. (Submitted under previous i 4. Test proposal No.16-0152 d 5. Laboratory compliance lette Testing Laboratory, Inc., dal (Submitted under previous i 6. Proposal No. 08-1891 issue Chanda, P. E. (Submitted under previous i 7. Laboratory compliance lett FTL-4527, dated 02/10/05, FTL-4529, dated 02/14/05, and FTL4312, dated 09/13, signed and sealed by Edmun (Submitted under previous 1 6-1117.01 issued to Kuraray America, Inc. for their r, and Color PVB Glass Interlayers" dated 01/19/17, -0712.03 issued to Eastman Chemical Company (MA) ex' and Saflex HP Composite Glass Interlayers with ;xpiring on 12/11/18. .0712.04 issued to Eastman Chemical Company (MA) - Color Glass Interlayers" dated 09/07/17, expiring on :e with FBC 51 Edition (2014) and FBC 60' Edition , dated 08/16/17, signed and sealed by A. Lynn Miller, cial interest, issued by manufacturer, dated 04/28/17, Miller, P. E. above referenced Test Report No(s) FTL-8717, FTL- 9A No.16-0629.16) .ed 03/09/16 approved by RER for Test Report No. FTL-5941, issued by Fenestration 105/20/09, signed and sealed by Julio E. Gonzalez, P. E. 2A No. 09 1028.10) . by Product Control, dated 01/26/09, signed by Ishaq A No. 09-1028.10) for Test Reports No.'s FTL-4921, dated 07/17/06, rL-4528, dated 02/14/05, FTL--4315, dated 09/13/04, r"530, dated 02/14/05, FTL-4311, dated 09/01/04 , all issued by Fenestration Testing Laboratory, Inc., all J. Largaespada, P. E. ,4 No. 05-0419. 03) E-3 G Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 PGT Industries, Ir G. OTHERS 1. Notii 750" and e E-4 ►r their Series "FD— )roved on 07/28/16 orge IVL Plasencia, P. E. Pro ct Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLAZING OPTIONS: A. 7116' LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090' PVB INTERLAYER B. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN.OW PVB INTERLAYER C. 7/16" LAMI CONSISTING OF (1) LITE OF3/16-ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER. D. 7/16- LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .075' INTERLAYER E. 718" LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/10-&.090- PVB, 3/16' HS). F. 7/8- LAMI I.G. CONSISTING OF (1) LITE OF 3/1W TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 7116- LAM[ GLASS ASSEMBLY INSIDE (3116' HS,.090- PVB, 3/16- HS). G. VW LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16-A,.075- INTERLAYER, 3/16- HS). H. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.075- INTERLAYER, 3116- HS). Z DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E7300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. TART P A - DESIGN PRESSURE RATING I IMPACT RATING SEETABLE 1 ON SHEET 3 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Anchor 1 Frame MIn. Edge Min. Embedmentor Group Member MemberSubdmte Distance Metal Thickness A Ii Southern ure 1 All 6083-7SAiuminvm 3/8" 1/8' (Gr.5) B / Jco All Conciste (min. 2.85 kei7 2' 1 Jamb Hollow Block "TM COD) 2" 1414' U1112co l® U4' 410 SS EIco I 1=9 m ' ' C CreteFlex� Jamb HolowBimli (ASTM C80) W 1-1/4' All Scuthem P01e (SG = 0.55) 1 1" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYkS ARE APPLICABLE 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3. CONFIGURATIONS: X, O XX, XO. PA XX XXO. OXX, OXO.)OO( )OO(O. OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X ODORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X_, XX. AND O UNITS TO MAKE THE ABOVE 4. ANCHORAGE: THE 33 V3°% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12. S. SHUTTERS ARE NOT REQUIRED 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-I312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTLS941. ANSUAF&PA NOS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .... .............. 4 VERT. SECTIONS ............ 5 NOR¢. SECTIONS........... 6 PARTS LIST ...................... 7 EXTRUSIONS._...._........ B-9 ANCHORAGE ............ ........10-12 Maisdal Min. Fy Min. F stem screw 92 kSi 120 kei Elco UltraCong 155 ksl 177 kei 410 SS Elco CreteFI=0 127.4 ksl 189.7 kal 6063-T6 AlurNnum 16 kSl 22 Itsl M Va=F1t 3W3 (N10aotaty CEI7r.L1FAUnLR221110 •2017 FLORIDA BUILDING CODE (FBCL BTH EDITION �2014 FLORIDA BUILDING CODE (FBC), STH EDITION *ASTM E1300-M OANSVAF&PANDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, AOM-2016 :AIS1S100.12 eAISC 360-10 'PVB' = .090' TROSIFOL® PV13 BY KURARAY AMERICA. INC. OR SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; VANCEVA BY EASTMAN CHEMICAL CO. _GENERAL NOTES MD DRAWING MAP ALUM. FRENCH DOOR A SIDE UMS, IMPACT w 7 �1 - 12 8000.11 6 PRODUCT REVISED as complying with the Flarlda Building Cade NOA-No. 17-0504.04 P.uplratlon DataO /2020 By Mlam a e aduct Contral 0e( LYHN.--% i * ; No.58705 t 1 T8 0 I T Q "F111111— A. LYNN MILLER, P.E. FL P.E.# 68705 7/16" NOM. - 3116" ANNEALED OR HEAT STRENGTHENED GLASS - .090' PVB INTERLAYER - 3116' HEAT STRENGTHENED GLASS 91 OR 92 SM'GLASS BITE EXTERIOR I I N ITE NRIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/8" NOM. 7/16" NOM. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS -.075"VANCEVA INTERLAYER - 3/16" HEAT STRENGTHENED GLASS 93 OR 94 6M' GLASS SITE EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 7/8' NOM. 3/16"TEMPERED GLASS AIRSPACE AIR SPACE 3/16' ANNEALED OR HEAT 3116' ANNEALED OR HEAT PRODUCT REVISED STRENGTHENED GLASS STRENGTHENED GLASS w comp ying with tho Florida Bulldin9 God.. .090" PVB INTERLAYER .075 VANCEVA INTERLAYER NOA-No. 17-0504.04 3118' HEATSTRENGTHENEDGLASS 3116" HEAT STRENGTHENED GLASS Expiration Data 02/2412020 97 OR 98 M am a roduct Control ono 6/8" GLASS BITE 5M'GLASS BITE EXTERIOR INTERIOR EXTERIOR I I INTERIOR GLAZING DETAIL SETGLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 'PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. OR.090' SAFLEXfKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.; imp mcmuOOrmw VANCEVA BY EASTMAN CHEMICAL CO. N yr FLGLAZING DETAIL (W7JI�iF00 y. JW anm17 o t&:VVF ftVV FAC7URER Cow. oFurrrlaamc ALUM. FRENCH DOOR & SIDE LI7ES, / o9rwmnlmn � u+e ane o.gr'e FJC 11f2M �LT.1 ,�m`'w ® PD7E0 FU 2 a 12 809011 LYiVH/����� OoeNSF�� J *. No. 68705 ���SS�CNAL ENC• �`• ���1i1111ltltt�\ A. LYNN MILLER. P.E. FL P.E.# 58705 Table 1. Maximum Deslan Pressures (Dsfl Configuration Width en) Allowed Glass Types Heighten) a 79 314" (c ] 83 3/4" (7) 87 3/4" 913/4" 95 3/4" (8s) French X 3T (3� A,E +70.0 -W.0 +70.0 -90.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door A,E +70.0 -80.0 +70.0 -80.0 +70.0 80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611/i6" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100,0 -100.0 +100.0 400.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow _Jamb- 3011/16" C,G +100.0 -100.0 +100.0 400.0 +10D.0 400.0 +100.0 -100.0 +100.0 -100.0 3311/16" C,G +100.0 400.0 +100.0 -100.0- +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 A,-B,-E,F- +-70.0- --80.0- 400.0 �►70:0- +99.9 --8D.0- -99.9 -+70.0- +95.3 --80.0- -0.3 -+70.0- +91.4 -80.0 -91.4 +70-.0- +87.9 -80.0 -87.9 36 11116" C,G +100.0 D,H +100.0 1 400.0 1 +1D0.0 400.0 1 +100.0 400.0 1 +100.0 -100.0 1 +100.0 -100.0 I aDle 18. Glass I e 81710 1 eS1 Ke aR NumDer A - 7/16- LAMI (3/16"A,.090 PVB, 311WHS) FTL-4311, 4312, 4315 B - 7/16" LAW (3/16"HS,.090 PVB, 3118-HS) UPGRADE FIIA311, 4312, 4315 C - 7116" LAMI (3116-A,.075 VANCEVA, 3/16-1-1S) FTLA527, 4628, 4529, 4530 D - 7/16- LAMI (3f16°HS,.075 VANCEVA, 3/16-HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3/16-7, 1/4" AIR SPACE, 3116"A,.090 PVB, 3/16-148) FiL-4311, 4312, 431 F - 7/15- LAMI I.G. (3/16-T, 114" AIR SPACE, 3f16-HS,.090 PVB, 3/16-HS) UPGRADE FTLA311, 4312, 4315 G - 71W LAMI LG. (3/167, IAV AIR SPACE, 3/16"A,.075 VANCEVA, 3/16-1-18) FTL-4527, 4528, 4529, 4530 H - 7/8- LAMI I.G. (3116"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3f16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG C HEIGHT 0 0 NOTES 1. IF USING THE OPTIONAL LOW-RISE SIL (PART 10, SHEET 8 OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM): IF NOT, THE MAXIMUM POSITIVE (+)DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-6941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDEUTE ANI THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE PRODUCT REVISED ao caepiy7e�g xnfh the Florida 6utfdina Code NOA-No. '17-0504.04 Explratlon Date 02/24/2020 ra7pr>_aavaeaoros� o.w E� '•."tox�D�:' ��� - K DESIGNPRESSURES L�NG��� JR ama,17 o AODIDNDTE2 CBMWALIMAlM ALUM. FRENCH DOOR& SIDEL/7ES, IMPACT yid o„y, at cmnvuemrr ® n.rrrY r, ewe evert ,"- A LYNN MILLER P.E. FA r2/ W LT. 4r W �' � FD7W HITS 8 + 12 8000.11 O FLP.E.#WMS 7313116' MAX. WIDTH 110 516' MAX WIDTH 145 318' MAX. WIDTH 9ALL HEIGHT OX OR XO 3r MAX WIDTH 26' MAX — — DLOACL NrTS I ' '/i 711118. ' MAX DLO ALL OXO f 713l4• MAX WIDTH —� OXXO (SHOWING EACH VERSION SIDELITE) 3811l18' 3611l18' MAX WIDTH MAX WIDTH 25' 33 3/16' MAX DLO MAX DLO PRODUCT REVISED as eomplNn• with th• Florid• ' 0u11ding • NOA No. 17-0504 04 Eapimtlon Dat.02/2412020 ` er MI•m e ro uet ntra NOTES • X XX O (FULL JAMB) 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULLJAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. TWO TErmcLoor NE °—*-- Mmy=FLmm ryes/rao-r�o Pi r• O (NARROW JAMB) N,.0706 *_ pO� bTA OF f V(rj�� 7ONS I JR 00W7 "G ` N00MGES W8HEET csa.CFAMALUM. FRENCH DOOR & SIDELITES IMPACT ama® 02w ® •�.rre ar araer wR A NMI P.E. F.K LT. tea®"Q PDRD NTS 4 +12 8000-11 O FLP.E.#5670.5 VERTICAL SECTION A O VERTICAL SECTION B NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD MAX. DLO 4OR7 ORIGINAL VERSION TOP RAIL 21 55 ALTERNATE VERSION TOP RAIL - MAX DLO EXTERIOR INTERIOR EXTERIOR INTERIOR PRODUCT REVISED as complying with the Florida - :.Ilding Cade t1oA-No. 17-0504.04 MAX. MAX Expiration 12-te-09L2412020 HEIGHT HEIGHT s y ORIGINAL VERSION BOTTOM RAIL ldlam uc! Control 22 56 ALTERNATE VERSION BOTTOM RAIL 6 2 5 10 3 �.�pNY LYAby��''.,� 7 23 oR 2cEwsF F] M!l{ VERTICAL SECTION C VERTICAL SECTION D No.58705 * ` `: *= j NARROW AND FULL OUTSWING SILL JAMB SIDE LITE SILL iCAY.00i'OAJYE a—ts: fW:Tr. %�C�� '•!c;OR1OP.. •' \, am FL3cm VER77CAL SEC77ONS �s '�, TONAL EN�``� '16IR May7G&UE)aRUSodI QFM/M/JY2G8 ALUM. FRENCH DOOR 8 SIDE UTES, IMPACTar.norm.emveaYNN 1243i09 LT. b&05 onaru FD7W ii1 6 + 12 8000-11 G MILIPR, P.EFJC FL P.E.# 58705 DETAIL J SLAB AT 0 W INTERIOR DETAIL G STILES AT ASTRAGAL DETAIL F PRODUCT REVISED FULL JAMB SIDE LITE �D`m ! with the Ror]da (AT HINGE JAMB) EXTERIOR NOA-No. 17-0504.04 82 81 SEE NOTE 6 82 81 SEE NOTE Expiration Dade 0212412020 By, 5 Mfam adu au Coatro cl 20 106 20 1 106 80 6 30 7 7 27 30 80 20 29 83 70 29 27 70 EN 1 DETAIL H DETAIL K DETAIL E DETAIL I : * ; Nm 587M �= JAMB, FULL JAMB JAMB. NARROW NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) �.c+'•. 8T �u m SECTION DETAILS �''iS710111VA41Et`%` fir[�UTHORIZONTAL 7 00017 o I REMW #2A DiH& CJW,, DFAImt#Z= ALUM. FRENCH DOOR & SIDE LIM IMPACT n,,.♦�e orc F.lC iP/18AI LT. 48A6 ocrnnarn�v ror IDne rwr♦ rr W7SD +.� 12 m.tir. wx 6 d 12 8000.11 O A LYNPI MILLER, P.E. FL P.E.458705 .062 1.000 17 3.638 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL }�- 3.018 .050 O7 #8009 6063-T6 INSTALL PLATE 1.938 .100 8.250 --►{ 1278 .082 .O�rO 2.236 .583 --� 1.353 j- I+-- 3.636 -� O#8003C 6063-T6 #8004C 6063-T5 OUT -SWING SILL O OS SILL COVER 4.027 1.033 .050 T O#8008 6063-T6 DRIP CAP 1.278 .074 T 062 -' P.ODO I 13788 b83 1 T- Imo-- 3.636 -� f - 3.990 -►I 10 #8058A 6063-T6 201 #8012 6063-TO OUT -SWING LOW SILL STILE .075 "r 1.938 I 1 1. ' 4.434 -�-I O#8013 6063-T6 BOTTOM RAIL 21 #8014 6063-T5 TOP RAIL 1180�� O6 #8007 6063-T6 SCREW COVER 1.940 .0 23 O #8017 6063-T5 TOP SWEEP 050 797 T- C 2.240 #8016 6063-T5 24 BOTTOM SWEEP 1 .075 .075 1938 .100 1.938 T -� 1.467 1.170 4.434 2.644 I#8015 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL,26 LAG BOLT DESIGN ASTRAGAL 6 56 OWE DFAMAKH M MW 1 112 1 8 s 12 1 8000.11 PRODUCT REVISED as complying ""' the Florida Bulldine Cotle Noa�io. 17-0504.04 Ekplmfion Date 4/2020 aml de o uet con LYM �'��� ucF1+sF•• ;�� ; No. 567D8 TE .S�olllllFYALtEN:�. A LYNN MILLER, P.E. FL P.E.# 68705 i 076 27 #8021B 6063 T6 GEAR HINGE, JAMB ']L 050 .438 I 2.822 ---fl 61 #8028 6063-T5 SL HEAD TRIM f,,r,NO--.44z �{ •m iq BACKBEAD STRUCTURAL XYISOBUTYLME WITH DESICCANT EXr. IA eoo KODISPACE 4SG TPS 142 —�•� .742 1—t II1 r .075 I�""�' �+ 1.763 -►{ 2.438 - .072 I 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR 3.775 —� 1.812 —1 1.000 I mlor1.000 .125 J .060 3.638 O SUBSILL, OPTIONAL 70 #8010 6063-T6 37 #8039 6063-T6 NARROW SL JAMB TRUSS CLAMP 540 .125 3.951 { 1.635 #8033B 6105-T5 80 FD ASS'Y BEAM 985 .750 .045 .437 2.313 —►1 .818 r+— ab7 ESL BACKBEAD 9 7% 6° BEAD 5 �—#8I.G. G BSL JAEAD T5 62 6063- SL AMB TRIM PRODUCT REVISED ALUMINUM as comp)ying with the Florida MNE HOT -MELT BUM REINFORCEMENT FOLYI50- DESICCANT FILL AREA ButldingC ae 77.0504.04 NOAtle. STRUCTURAL. BUTYLENE SILICONE &eB' NOPA. 6118' NOM. SEAL 5nW NOM. EWration Data 24f2020 114' NOM. FOAM WITH BUM & SILICONE SEAL a DESICCANT DES MED � STA�ESSS STEEL Mlam -0atl duct Control EXT. GLASS EXT. GLASS G(/f/ —INT GLASS tot SUPER SPACEV NX r- Party DawAption Material 100 Rommen irg 75TPS Spacer system See UTIa sneer 16r Matmials 101 Quarm Super Spacer nXTwith Hot Met Butyl 102 Quanex Dumseal Spaces 103 Cardinal 1a. Edge Spacer —WT. GLASS �v N �� DURASEALP ,m XL EDGE'" SP� ACER SPACER 02ar0FAMMM Lrk�:; r.r.e�s ALUA2FRENCH DDOR&SIDELRES IMPACT rvow"wwoAffrK r+e oror. wiW 112 8 • 12 800D 11 N. LYMN����'�.. oil 00% A LYNN MILLER, P.E. FL P.E.# 58705 1 J5, II 3 • 6. 8• 12" �B. I 3 3 11" 11' 3" MIN HEAD &SILL 11° —7 1' MIN. HEAD 8 SILL TYP, ANCHOR TYP. ANCHOR CLUSTER CLUSTER 10.571' MAX. (TYPICAL) SEE NOTE 4T (TYPICAL) SEE NOTE 5 JAMB JAMB O.C. JAMB ANCHORS ANCHORS 18,50p• ANCHORS —! 18.5D0' HT. OTY. HT. QTY. MAX. O.C. HT. QTY. MAX, O.C. 95 3/4' - (5) 913/4' - (5) 87 3/4' - (5) 95 3/4' - (8) 91 3/4' - (8) 87 3/4° - (7) 3/4-- (5) 3/4- - (5) 3/4' -(5) L (2) EQ. SI (3) EQ. SP. IYP. 83 3/4' - (6) 63 3/4' - (7) 3/4' - (5) � •--►I{ 79 3/4" - (6) 11' 79 3/4' - (7) 11• 3/4° - (5) 11' I I!I 11' 10.571" MAX, JAMB ANCHORS HT. QTY. 95 3/4' - (8) 91 3/4- - (8) 87 3/4-- (8) I 83 3/4-- (7) 79 3/4' - (7) 11' DETAIL A (CONCRETE) DETAIL B (WOOD/ALUM.) DETAIL C (CONCRETE) SEE NOTES DETAIL D (WOOD/ALUM.) (SINGLE PANEL) (SINGLE PANEL REGARDINo {2 OR MORE PANELS) APPLICABun (2 OR MORE PANELS) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF [CIRCLED ANCHOR TYPES: B OR C C OR A B OR C ANCHOR C OR A SEE NOTE 4 REGARDING LOCATIONS ANCHORAGE_SP_ACING_REQUIREMENTS: APPLICABLITY OF CIRCLED ANCHORIOCATIOITS 1. DETAILS AAND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MDCTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS. 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A SHEET 1 FOR ANCHOR TYPES, SUBSTRATES AND LIMITATIONS. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A. CONCRETE SUBSTRATE DETAIL B. WOOD/ALUM. SUBSTRATE) HEAD AND SILL......W MAX. FROM FRAME CORNERS. JAMBS.....................11* MAX FROM FRAME CORNERS,18.500' MAX O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571MAX. O.C. WOOD SUBSTRATE (DETAIL B} 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL:Ill MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15' OR GREATER AND AT 3•, 6' AND 9- MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: 1V MAX FROM FRAME CORNERS AND 18.600" MAX O.0 5. TWO OR MORE PANEL OR MORE PANEL CONFIGURATIONS (DETAIL D, WOOD/ALUM, SUBSTRATE) HEAD AND SILL W MAX FROM FRAME CORNERS AND AT 3, 6°, 9• AND 1Y MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF8). CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-3 4'. JAMBS: 1V MAX FROM FRAME CORNERS AND 10.571' MAX O.0 AL Vl3W=FL3W5 (et9uutm u CEr.OFAUDL02RM IOOR & SIDE LITES, IMPACT .e " � 10 • 12 8000.11 I O PRODUCT REVISED as complylml with the Florida Banal., Cade NOA-No. 17-0504.04 EXpiration Date 02I2412020 ey INiamF-Dad roduct Control �•�a: ''�CENSg •'• �`F * ; No. 68705 *� s?toaVrE)�:_��: /Ol NAl- A. LYNN MILLER P.E. FL P.EJI 58705 TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYR ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENTAND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. OP170NAL SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. OPTIONAL 1W MAX. 84 1W MAX. 1/4' MAX 8 114' ' GROUT, GROUT GROUT SI NOTE EE3� I I NO SEFIff7 3 I _ I _ SEENOTE3_ METAL SUBSTRATE PERANCHOR h EDGE DISTANCE--I�-- 1/8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) 11W MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE METALSU657RkTE 1/4' PERANCHOR f� : CONCRETE/CMU PERANCHOR 2X WOOD-- EMBEDMENT BUCKSTRIP OR M FRAMING, SEE T � 2X WOODS EMBEDMENT BUCKSTRIPOR EMBEDMENT FRAMING, SEE , EDGE DISTANCE ---{ 1-- EDGE DISTANCE ---� I -- TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) aEXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) 1X WDOD EDGE DISTANCE �- BUCKSTRIP, SEE e.. EDGE DISTANCE NOTE I, THIS :CONCRETEICMU:;r.r:;; " SHEET. PER ANCHOR r+.: • `.w' X)NCRETE/CMU ': :. REQUIREMENT PER REQUIREMENT '� MAX = S•; '•` _ -EMBEDMENT-SHIM-- — =Mjr UIJIA L& ---I t— TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EMBEDMENT 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, THIS SHEET \ EDGE DISTANCE —rl IF SHIM EMBEDMENT f SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1. f SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD NOTES: (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) 1. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1-1/2' THICK-1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS acARE 1-1/2'THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS R AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 2 FOR PROVIDEATTACHMENT FULL SUPPORT TOTO : THE MATIL SHALL BEA MIN. THE DOOR FRAME SIMILAR TO THASTRENGTH HOWN IOF N THE DETAITS AND LS ON THIS SHEET FOR 2x WOON. OF 11W THICK- THE ALUM. STRUCTURAL CK .S THE ANCHOR SHALL BE A #12 SIZE UMS O �.``pr1`f LYNAI WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN �`� �� cEN U . sF ON SHEET 10 MAY BE USED. 3. IF SILL 13 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) * ; •Na 6@7m5 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. PRODUCT REVISED a: �ompMng with tho Florida N• mmm a swu ANCHORAGE DETAILS amming erode ryfr/�eartco ,.� %� .FMDRIDP,.� • �'c NDA-No. 17-0504.04 lj� ' ' _lT -• Ci' �` F�tplmBon Date 2%z4/2ozo® ALUM FRENCH DOOR & SIDE LITES, IMPACT O,;r,ONAL t t�``� yr on„®a� FD-750 114 11 - 12 8000-11 a,k A LYNN MILLER, P.E. Mumc Dad induct control JR 0~7 G CMAWL0 DETAB$ AMED AWTAL SUJ SMTE F.K 122394 LT. . FL p-E # 58705 a TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENTAND OPTIONAL EMBEDMENT AND EDGE EMBEDMENTAND OPTIONAL DISTANCE PER SUBSTRATE, EDGE DISTANCE PER DISTANCE PER SUBSTRATE, EDGE DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE; SEE 84 SEE TABLE A, SHEET 1. SUBSTRATE, SEE 84 TABLE A SHEET 1. a EXTERIOR TABLE A SHEET 1. EXTERIOR EXTERIOR a EXTERIOR 2 2 2 1/4• 1a 1/4" MAX 10 114' MAX. 10 1/4' MAX. 10 MAX. SHIM GROUT, SEE NOTE 3'� SHEET 11 GROUT, SEE NOTE 3,� SHEET 11 GROUT, SEE NO 3, SHEET 11 METAL SUBSTRATE ;; .• ?11' ;s::;:.; `::::'•: .:_ W00 rtWFRAM[NG. W00 PERANCHOR REQUIREMENT EMBEDMENT `i;'Li=;;;: ;t, -CONCRETE/CMU UCKSTRIP OR PERANCHOR EMBEDMENTSEE ; : .EDGE EMBEDMENT o BUCKSTRIP OR FRAMWG,SEE DISTANCE ;, REQUIREMENT E 1, SHEET 11. NOTE 1, SHEET 11. 1 /S' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL TYPICAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) TYP.ANCHORTYPE, P. TYANCHORTYPE, INTERIOR TYP. ANCHOR TYPE, INTERIOR EMBEDMENT AND EDGE INTERIOR TYP. ANCHOR TYPE. EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, _DISTANCERER SUBSTRATE --DISTANCE PER SUBSTRATE, EMBEDMENT AND EDGE -DISTANCE PERSUBSTRATE, — — — SEE TABLE A, SHEET 1. SEE TABLE A SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. fF EMBEDMENT J EMBEDMENT EMBEDMENT EMBEDMENT EDGE EDGE EDGE EDGE I� 1/4' MAX SHIM DISTANCE DISTANCE '; DISTANCE DISTANCE METAL SUBSTRATE �}::.: CONCRFMCMU ;...,: - �, •: ;':; CONCRETFJCMU ...',•: is ;':::.: �. ;: a = 2X WOOD BUCKSTRIP OR PER PER ANCHORZ :.+ : i:s:<. PER ANCHOR '.';'%=' FRAMING, SEE ANCHOR REQUIREMENT •: �:::'• - REQUIREMENT ' r.' y;: , 4 j'...•:. NOTE I, SHEET 11. REQUIREMENT tN4' MAX .:II SHIM .~ I 1w MAX SHIM - II iX WDOD I XWOOBUCKS 1/4' MAX SHIM - 1+— RIP, SEE TYPICAL DOOR & DIRECT T SIDE LITE JAMB D NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) (DIRECT CONCRETE) 1X INTO CO T LYijN���i,� �"s`ONY :� `'Cr � VcF1Jy�•• ��`� : No. 58705 *' "'� Z`.Z PRODUCT REVISED fMUMCINGLO'COM as compym with the Flodda k• vl3+MPL ANCHORAGE DETAILS % j_ p`•• 8T r+=OF [v� Bullding Code 17-0504.04 (P1>)•IZ61000 i,s • ........ NOA-No. tsar.0FAunc .aN ALUM. FRENCH DOOR & SIDE LITES, IMPACT ,r S� �irr�NALiI��. Expl-tim Mile 02/24/2020 � �'� d,,, =Mw a ""'°°" si0 °�fO1°' FD 750 114 12 d 12 woo-i l ar ouwef w.e A. LYNN MILLER, P.E. MI a roduct Control .1R ON O N7 G aAR1F/ED DETAB.3, ADDED HE7AL SUSSM78 F.K N=101 L7. 4ALW FL P.E&# 59705 .......... .. ... .... .. ... .......... .. R . . .. . ...... -Hialeah 'Iv 'Gar ....... . -Ew ........... . . . . . . .. . .. .. . ..... .. .. ......... Florida Bluldlxlg Code Qnhne :'. , _ 'Page 2;of 4 pate Pendln9.FBCApProval Date Approi d 05J26/2015 Samma of Pr6duct Mad hNumtier qr Name e a bescrrpton Large',miss �mpaet Ies�sta>Zk 16 2" x 6 I.steel sett�on4 garag`e' door 15371 1 -Hurricane Master Model824/811 Steel 5ectianal Garage Door 16 2"'' Wide;(Rernforced)MI WtQdow Ute a O ti" Limits of U'se ;= Approved forllse in HVHZ, Yes Approved.tor use outside HVHZ Yes Impact Resdstart Yes Design Pressure +48/ 52 Gertificakion Agency Certificate . FL13371 RL C CAC 16x16 Garage -Door LMI f15 0302.OY'} dwa 98 OS adf - QpalIty Asskra�nP Contras tFExp�rat�on Dat 07/2Y/2U20 O#her See attached limitations of use for installation,;i „," instructions . • „ ,," nstallatian Instructions ' ;FL15371• R1 Ii" 16x16 G� 6f ne Door LMI (15 0302.tlL} dwd ' FLI� 5371 R3 Ii .L`imitations=6f Clse.odf Verified By Javad Ahmed Pi #70592 .•. 'Created by Independent Third Party . Yes f d per dent; hied patty 153712 Hurricane MasterMo el $2}%Bli '' Steel Sectlonai Garage Door,16 2, y�ide ri/•Window'-Cite Option urge missile impactresrstanY'16' 2' x 6 steel sectional :garage door, Limits of Use . " Approved`fpr use in HVHZ Yes Approved far use outsid® HVHZ. Yes , . , , ;. Impact Resistant Yes • DPsrgn i�ressure , �36J 44 Other See attached lira Boris of use or,fpstallation ihstructians ,' ;` C' itrfication Agency Certificate FLi3371' "RI C CAC 16xi6 Garage Door Civil(15 0304 OL) • dwg 02 21.otlf Quality2020 Assurance,Corttract Expiration Date 07/21/' ' Iinstailation xe9tructi6ns F'L15371. Rl EI i6xi > Garage Door LMI [15 0304 Oi) dwd 02 21•ndf FLII RI II Limitations Of Use odf • ' „ %. N ;erifled sy Javad Ahmed -PE, #70592 Cr ted by IndependgntThTrd, Party Yeas ea Evaluation Reports Created: 'y Independent Third Party ,,- ; 153713: Hurricane MasteriModeC 82 IJ81� 'Large )msslle impact resistant,i$ 2, x.16 steel sectional.:" ,• Steel,SectionaC.Garage t)ogr 18 2 Wide,YvJ Wlndoiti u6j, ption, , gara"ge door - . Lrmrts of Use Approved fdr, use En;HVHZ Yes Approved for use outside HVHZ Yes 1 Impaci-Resistant-Yes Design Pressure +4f)/ 44 Other See attached IimrtaGans of use fprnst nation - instructions ` f _- � _ CerHficatian Agency Certificate r ;FL153X1 Ri C CAC L8x16 Garage Door LMI (2`4-08L4:03} dwg OS 03 odf Quality Assurance'6ntractFbipirati9n Date 03/20120i7 Instaltatlon 2nstrtictrpns -• FLi5371 'Ri II Y8z16 Garade Door LMI (14 0814 03} dwa 05 03 odf - T115371 gin urnitahons it Use odf' Vefrfled fay Javad Ahmed PE#70592 ., ent Third Party Yes EndPAD ,. IEvaivatian ksi CreaIndependentThirdtPartY, ., :... . 1537i 4 Model 824 Y5i 2'i' Wide iRemforced) Steel Sectional Garage Dgor ri%,Window'Lite Option "L1.arge n}issile impacrt t.esisant`i6 2 x 16 steel sectlonal garage dgof Limits of Use `" e `VZsApprovedior us Approved for use outside HVHZ Yes It4ipact Resistant Yes d ;• ;-• Design Pressure +56/ 6d Other: See attached limitations -of use for lnst$atlon Ins tructons = Certrtication Agency Certificate C'GAL 16kt Garade Door LMI f15-03DQ.621- dwg 00 18:Dtlf Quah Assurance `Contract Expiration Date - 02/22/2020 Installation Instructions FLi5371 RL II -16xY6 Garage Door LMI Q4 02} dwcr .: .. .. FL15371 P1 II Limitations of Use.Ddf Verified i3y Javad, Ahrnad 0 ;g70592 Creq,&&bV. lnde0endenEThffd; PartyYes Evaluatirin-R.�nnrka` Z. ' • . - ' X 1.6':steet;seCtional file;/%1C /Users/BRN1,/A�5�pa i Florida Building bode Oi<llme Pa �3-6f 4 JFJU5�ii ki C C"AC'AU16 Garag Limits of Use } Certification Agency ate. AppygVeld.iiiii use Ye 0 Qglr LMl f14-08 4 07.5 'Appr, pVqd,fqr use outside BVj4Z.,Yes ',.t,: dWg'03'-O6J6df' Impact lle'stsiikc Yoi. Ei(Oiiatidri Date,,,�, - " , �j Quality esig -0 1 1 rositiro.4 '�30 'hed h "' 6tib6i Other see atac forin�611&16�` Installation Instouctioris, ml p r s rLictions" wo i Ggraq6 Door LMf (14�6814�07) d �03 '-06,ndf FL15371 , R1, 11 Limitations OF Uge.odf Verifled 9y-.%J64bd AfirniidPE�! id*70592,, `Created by: ndeOeh�tThl�d#Party: Ye Evaluation keborts c P6661:Th :y m! �y q� jEa'4q 64--8-04fide Large missile lrrkpact resistant,, 2- steel (RblnfoVced)4tedl Sectlonp,,Gqrpqp, 'garap door, Door Ron- 1.1huts; off User Gent ph Agbricy Corti icate' Approv ed for ,use 1p HVHZ, Yes, FL15371 Rl c CAC #8xi6 666oe' Door Oiii Approved dWa 99-24jid impact Res-stmt'6 Y.' 'Pri!, -P k , Ps h ct:EXp!rAt 9p Date Des ' GOSee i tbcfiL I fkxl`6Ga'racie Door Lml --081 4� nstfuctlom.,-" 14 1) dwc FL,15371 RI TI Urnit3tto '�i Use f, 99-24j)d _ n� -.pd Verified By, J6 viid-AhftWdPE470592- ..Create y Independent Third Party Yes Creatediby jeh4eqt.T -part -Y Model rge,nnlssi d irnpkt� "x:161.steelsktl6nal�'. k2l.�'§14�• Wide elnr6 ced) JA [Steel garage:door. :WlndoW, Ut6:Optio n. 'A Certificate Approved for C _p4 Ceftif, e in AV*fZ;.Yes,.' CAC - Aiiaa� Door LMT h4-664,69 RT qxf6 APPFRyqd' cl ik, Yes — 11 ': ., . , , - -d 01 , dfIroPact � o�HVI Resistant. !�S, gF It 'y A4 rak6Contr6ctExp ration Date, sti4v+6200 ", 1, : I,. :, ., " " os� gn pros 10/04/2016 Other Ifistallation Instructions llrnitatlons'o use for installation See attached -I! §iiLGirane. 0 bo r LMI ff4-0914.O9) d*c, FL 5371 A tions Of Use. Mrified J&V6d Ahrffid-PE,� 7059od2 V ,Created by I660endeht thirc!Partv: Yek va ua pa, gpq 4 1—w, it, r_by In q�oted deo qhdeQtTqlrd,,P v, 15371 Mbdei--,9 -4� Wide,� steei !�aion'a Sectional "Gie!"*- eDoor �'/ Wndovl ,Qa� Option Limits of seL, Cert r cation Ao.prikived-ficir-use in & Certificate, -AVHYes 15 F�l �kGam e' Cat (14-0814.64) Approved for use qii6iddAiVHZ:'Yes j dwa 01=09,gd ' impact Design . Pressure'50Z .4 4 r jtatiohs f use for listaligho 'FL15371 Dbor,LMF(14.0954. OlnID9.pd a Usdxd Vj6rjfie&By,,.,36ad' h E�'*-70592� �Zreate bydndependent,Third Party Yet Evaluation Reports Created, byjq0epqOdgnThJrdParty. , missile�rppact-.resistant I 24• x 18!: steelsect door-. L mitA of Usd Certification, A66ric'i Cdrt list 3), -in %FC15321 11:1, t'Ck 18�06rpgej)oor 1141�(444M4.l 4,6roieif.,`i6r`Uie� AV114M', Yii' Approved;f r: u" oi�itside HVH Z-1 Y-1 . . .. . .. . 1w 'a 0 - 01 a 4- I.pd 'es Quality Assurance Cgntract-E?cOiriitibfi Date, Design Pressure +60/ f>5 V1,14/2020 Other, See attached Insta ation 1h6teuctibi,16 u ons. - F 5371 kl It, 12k,16-6 '6o. arme r LNfl(44'-lft4.i3lAWo Third Party:, Yes j vi tv ... ... .. j v F.. 5 Ezpiradon:Date:•Febrnary 22, 2020 Approval Date. -April. 13. 2015 E 2, nna.:r nbL L't: r(IV SoL N •. q' -BOO d rSLL P;y aO : bL�' oo SL" �( A. •nb PP P H + N fJ 1,1111 p+ N p p V+ 'Pas o� a oo asa , mPP Po: mP •IOVP ♦p1VPM• VW/''.Pa 4Y r'1 n1pN�1 /M4Nr� 1..qM N QQ �-r rN Nr N•, rr „Nrr wwi w K m P ;¢ `4hcpyf,":fig; PIN Pax ldw— TOO< spa gig .411soil; RAO ral 9�- '1# V,17 A, Ap, A < �2#fiT(ne�'I�S lrchitied; PmducManufactUrer p7(@�Po Znr A�drs/potte/Ematl' -195 0,Comany NW98Avrtye , PL ais SO } 8Y2 ViaMITI, th! 2a 8 tzrlait sCtSi . `. Auhoyfze.aignraadAhrnc js Nlili raroo @ e[lg come 0 TechnicafaRiil e e erg ` �{ddress/Phon�ei�tnatt sx 98AvenUf< - ,i2Y95� G berg@r5x @hotma Img ®R : •<:.. �Uallty �1ssi�aisce Rcpresentattve , g , , k ' Addressfpho g/Emati iategOr Extep9r i3oars Subcategory :. 5ecilonafCenorpoarAsse►ntle�s Co�npl..... N[ethgd CeE if nyMaKkarListing Cert�ttcation Agency MiamDa e=NCO CER Ydi dat d �y-: MlaCniz'D�C�CJ.fi SlAL , , :..; ktefie�ret�ced 5f3ndarti and Year (of $tandbrd� ' Year oil ��, i ,7AS8154: 1994 t TLiS 2D2�94x �g� . r.rim.= �. r to it(uir+alenFe 6Prodo Standards 4e.. . x.' i t I�ritduce pptoval Meifiq� Method * P01,0011: .... DaEeSS�btted �5/Y 120J 5 ; OSji9f2415 :.. .... �YfUC f7ers/BkN1�'1T1/AppDaAcalfTemtfLowf1I7Iy7whin �= f n. Sf2b/211 Florida Bulldm Code Onluie f Pa e 3 'Qf g 4 Limas of Use„. Approped,for.`use in HVHZ: Yes Approved for use outside HV14Z Yes i Impact R$sistant: >3es Design Pressute'427/ 30 ether See attdChed Ilmltab0 nspFuse fOr'installahOn Instructions;, ;. , ,•, , :-3-6 Certification Agency Cert�ticate FL1537f i C•CAC 16Y16.G6rage Door LMP 64' -O, 4, 07) dwg_03-05 odf Quality Assurance;Co6tract Expiration Date 98/,14/,20� 6 installation Instructions FGi5371 RI II &it Garage Door LMI (14.0814 07I dwa d-, FLIS371 Ri.II liri7ltdbonsOFUse.bdf By f lay `Verified ad Ahinad P��Yt70592. Created by Independent7hird,Party: Yes Eviduation Reports ent Third Party 15371 6 Model 824 18 2",Wide (Reinforced) Steei Sectional �Ga ge' Large missile Impact; resistant;i8 2 x 16 steel sectional : 'garage door, Door w/ Window•LiCe Option, Limits of Use ; ' i Appraved for uSe In'HVHZ* Yes Certification Agency Certificate , ' 'PLiS371 "Ri C-1CAG 18x16 Garage"Door LMl (14=0814 111 dwa 99-24;ndf Approved for use 606W HXk1Z Yes I Tnipact Resistant Yes Design Pressure +55/ 64 Other See attached,llmitationsof use "for, Ins insi ructions Quality Assurance,Contraet Expiration Date' 03/10/2018 Installation instructions �L3537T Ri 12 i8Xi6 Garage Door-L<MI (14-0814 1,1 dwa 99 24 Odf I_Lin5itatiOns OfUse.ndf ', erifle 13y 17I d . ma 70542 V d ava Ah d PE # reefed by I dent ' ep .7hlyd Party Yes aluation -. R rpm reefed by In, a endenC-Third Farty, : : ' ,.. ,".. .; ,"' :� :;. t- � _ - • 15371 7 :,, Model 824 4' 4 Wide3(Relriforcad) `Large'inissile impact-resistant:9 4" x 16! steel;sectional.: •' : 'Steel ,5ectional,Ga"ragerpopr-w/ WindOw'ute Option < ,, �garage'door. Limits of Use Approved for use :n A-1 Y,es Approved for useouts�de HVHZ Yes Certification Agency Certificate PLis3?i"Ri Cu CAC 9xI6,Garage Door LMI (I4.0814 00 dwa DI-DS.adf e _ „ _ 3q�pa¢i Resistant Yes gesign Pressure t62/ 70 Other See attachetl Ilmitatiolls of use for nstalflattor :instruction`s. ;t0/0,41iQ16 Quality Assn arid' Contra-f-Expiration pat¢., Installation In§tractions FL15871 R1 II 9x6'Garage Door LMI (I4 0814>09}-dwn , 0�" I' Limitations Of USe.pd(,; PE #70592 '. f i ;. r 3,VCer h tl Indioerltl ,'thIfi:l Party; 'Eva1441166 t R ports e t Ereated;by Indepentlentihird Party Ye`s , 153�] 8 Model 824 9 4" iMideSteet SectionalOaragepoo r / Nlindo w Large missile impact resistant;9 4" x 18%steel sectional ;garage door. " Ute Option ; W um' its of ilse.. Approved far use m FIVHZ Yss Approved for use outside HVHZ Yes I. Impact Resistant Yes . Design Pressure +°50/ 60 Other See sttached 1[rfirtatians of use for-,16:61166l ii Instructions: " +Certification Agency Certificate : F J5W1' k1 C CAC 9xI6 Garage Dgo''r'L`MI. (14-0814 041x, 1 < . wg 01 09:odf - ;QuaiiAssurance Co�►tract Expiration Date; 08/00/2016 ' installation Instruction's ',� �"` fLi5371 .Ri II 9x161,ara4e Door LMk (14 0814.04) dwa ,. DiD d" I IIimitationsOf Use.edf ,EL1571 AY: VerifiGa b7!BS�iaepe dentThird PaOrty Yes Create Ind aluat n Re arts Cr@atedibySrld panda nC ThirQ,�Partyp-=' -°; 15371 9 Model 04 12p 4 Wide Bteia Secti6nai'GarageDoor La4ge`missife impact-resistaht'12. 4' X-TS' steel sectional '. garagz.doar.. e .' y :' ' -, Limits of U§e " AppI Approved for use outside HVHZi Yes Impact Resistant Yes Dealgn Pressure { 6.,Q/ 65 :: QkFter See attached IlrnitatlOns.Gf use for. instailation, Instructions '., ; . �' CertifieatlOn A ericy CertiTcate w 9 Garaoe Door UM F144014 13j •dwa 04 01,ndf QuaUtyAssutAhd4kontra'ct,Expitation.f)ate t17/14/202,0 Tnstallatio'n Ihs'iruti:ons ' _F115371 RI II 12X38 Gaiaae Door LMT'(14-1014,13} dwn�' Bated "by' IEitaluationRndep dent Third Party' Ye file J//,C/Users/BYI�NW�1/1�ppData/Locallemp/low/S1SIKrL7 htm 5/26/2Q75 1 5 61 5 MIAMI-DADE DEPARTMENT OF REGULATORY AND ECI BOARD AND CODE ADMINISTRATION D1V NOTICE OF ACCEPTANCE i DECEIVED JUL 0 5 2013 ST. l.ude County, Permitting MIAMI DADE COUNTY "-� - PRODUCT CONTROL SECTION 11C RESOURCES (RER) 11805 SW 26 Street, Room 208 1 T (786) 315-2590 F (786) 315-2599 N) www.miamidade.sov/economy CGI Windows and Doors, Inc. 10100 NW 25m Street Miami, FL 33172 SCOPE: This NOA is being issued under the applica materials. The documentation submitted has b Product Control Section to be used in Miami Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration Section (In Miami -Dade County) and/or the AID to have this product or material tested for qua perform in the accepted mariner, the manufactu immediately revoke, modify, or suspend the use reserves the right to revoke this acceptance, iI Section that this product or material fails to meet This product is approved as described herein, Code, including the High Velocity Hurricane DESCRIPTION: Series "CGI Heavy Duty" C APPROVAL DOCUMENT: Drawing No. 63 sheets 1 through 25 of 25, dated 08/29/11, tthand sealed by Anthony Lynn Miller, P.E., with the Notice of Acceptance number and e� Section. rules and regulations governing the use, of construction k reviewed and accepted by Miami -Dade County RER - e County and other areas where allowed by the Authority date stated below. The Miami -Dade County Product Control J (in areas other than Miami -Dade County) reserve the right lity assurance purposes. If this product or material fails to rer will incur the expense of such -testing and the AHJ may of such product or material within their jurisdiction. RER 'it is determined by Miami Dade County Product Control : the requirements of the applicable building code. and has been designed to comply with the Florida Building Aped Extruded Aluminum Tube Mullion — L.M.I. JR, titled "Impact -Resistant Aluminum Tube Mullions", ision C dated 06/19/17, prepared by manufacturer, signed the Miami -Dade County Product Control Revision stamp ration date by the Miami -Dade County Product Control LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement; "MiamiDade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered a no change in the applicable building code negatii TERMINATION of this NOA will occur after in the materials, use, and/or manufacture of the of any product, for sales, advertising or any oth to comply with any section of this NOA shall be ADVERTISEMENT: The NOA number pre followed by the expiration date may be display displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA distributors and shall be available for inspection This NOA revises NOAH 16-0218.04 and consis well as approval document mentioned above. The submitted documentation was reviewed by J M" DAM COUNTY sr a renewal application has been filed and there has been y affecting the performance of this product, e expiration date or if there has been a revision or change oduct or process. Misuse of this NOA as an endorsement purposes shall automatically terminate this NOA. Failure use for termination and removal of NOA. &d by the words Miami -Dade County, Florida, and l in advertising literature. If any portion of the NOA is all be provided to the user by the manufacturer or its the job site at the request of the Building Official. of this page I and evidence pages E-1, E-2 and E-3, as M. Plasencia, P.E. No.1-0630.11 ExF118 113iopy 26, 2021 Approval Date: December 14, 2017 Page 1 .CGI Windows and Doors, Inc. 1. EVIDENCE SUBMTTED UNDEI A. DRAWINGS 1. Manufacturer's die drawings 2. Drawing No. '1300JR, titled 1 through 25 of 25; dated 081 and sealed by Anthony Lynn B. TESTS 1. Test reports on: 1) Air Infill 2) Uniform 3) Water Ro 4) Large M 5) Cyclic V 6) Forced F along with marked -up dr mullions, prepared by Fen (samples A-1 thru E-1), da and sealed by Marlin D. Bri PREVIOUS NOA'S sections. avy Duty Clipped Aluminum Tube Mullions"' sheets .1, with revision B, prepared by manufacturer, signed ter, P.E. on Test, per FBC, TAS 202-94 tic Air Pressure Test, Loading per FBC, TAS 202-94 :ance Test, per FBC, TAS 202-94 e Impact Test per FBC, TAS 201-94 Pressure Loading per FBC, TAS 203-94 Test, per FBC 2411.3.2.1, and TAS 202-94 ags and installation diagram of clipped aluminum ation Testing Lab, .Inc., Test Report No. FTL-6443 02/28/11, and addendum letter dated 05105111, signed a, P.E. C. CALCULATIONS 1. Anchor verification calculati ins and structural analysis, complying with FBC 2010 and with FBC 51b Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn *filler, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of E. MATERIAL CERTIFICATIONS 1. None. and Economic Resources (RER). rge M. Plasencia, P.E. Produc(Control Unit Supervisor NOA No.17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 E-1 CGI Windows and Doors Inc. F. STATEMENTS 1. Statement letter of confor. February 15, 2016, issued Miller, P.E. 2. Statement letter of no fii manufacturer, signed and se; 3. Private Labeling Agreement dated 02/15/16 signed by M, G. OTHERS 1. None. 2. NEW EVIDENCE SUBMTTED A. DRAWINGS 1. Drawing No. 7300JR, titled 1 through 25 of 25, dated manufacturer, signed and seE B. TESTS 1. None. ce, complying with FBC-5111 Edition (2014), dated manufacturer, signed and sealed by Anthony Lynn :ial interest, dated February 15, 2016, issued by by Anthony Lynn Miller, P.E. ument in conformance to Product Control guidelines Ferrucci III. :eavy Duty Clipped Aluminum Tube Mullions", sheets '29/11, with revision C dated 06/19/17, prepared by by Anthony Lynn Miller, P.E. C. CALCULATIONS 1. Structural analysis complying 'th FBC 5" Edition (2014) and with FBC 61 Edition (2017), prepared by manufacirer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, RE D. QUALITY ASSURANCE 1. Miami -Dade Department of Reguulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6tb Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 1 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. rge M. Piasencia, P.E. Prod ct Control Unit Supervisor NOA No.17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 -2 CGI Windows and Doors Inc. G. OTHERS I 1. This NOA revises NOA #16-6218.04, expiring on 05/26/2021. rge M. Plasencia, P.E. Prod Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 E-3 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FrNNG WIGTH FOR! ER"CAL MULL�'{ MULLIONS / --� 6EEVa.GrA AO.GH; SHEETS 24 SEE DETAILS • BHEETS 2-4 I /// II I /// /SEE DETAILS HA•D,GA ORQONTAL SHEETS 2.4 4 LENGTH NORVONiAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES To BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS N8CRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CUPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN I/4'FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND LS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND SEEDETARS ANCHORAGE FOR THE COMMON MULLION, SEE D(AMPLES ON THIS SHEET AND SHEET24. FOR MULTIPLE UNITS, CONSIDER I AWU G; ONLY TWO ADJACENT UN ITS AT XTIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHffT324 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. HEIGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TASLE(S). FOR HORIZONTAL SEE DEAL E, i ?)ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BLACKS Sl'OTHERS, MUST SHEET3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. "NESTRATION 8) REFERENCE: TEST REPORTS: FTL-64.43; ELCO ULTRACOWAGGRE-GATOR NONS PRODUCT; MAY BE OF ANYTYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUREMENTS OF THE FLORIDA BUILDING MusTBE om CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONSAREONLYTO.BE USEDWTTH - ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: I� ENINGWOTFI )^HOR2 MULLUNGTH�j —i LENGTH I`. I r r r r NG"MUENI HEIGHT 11 i„GIOR oI ,LL 11OFwINTH cx°r SINGLE MULLION SINGLE MUWON r T-0R VERTCAL MIU O 'EIING WIDTH FO FVBUICAL MULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE I ABOVE CODES/STANDARDS USED: -2017 FLORIDA BUILDING CODE FBC), 6TH EDITION �2D14 FLORIDA BUILDING CODE (FBC), STH EDITION -ANSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION :ALUMINUM DESIGN MANUAL ADM-2015 �AISI SIM12 -AISC 360.10 10) MULLIONS ARE IN COMPLIANCE FOR USE N THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHTOF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FPI FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSEA MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR'IRIANGULAWIRAPEZOIDAV. GENERAL NOTES___—._ 1 INSTRUCTIONS-__-._...___ 1 ELEVATIONS......,......,........_.._ 1 MULL TO 2X WOOD___.__._... 2 MUU.TO 1X 8 MASONRY_.._._- 2 INSTALLATION NOTES_-.-..2 MULL TO MASONRY.._..._ --- .. 3 MULL TO STEEL STUD.._.._-.._ 3 MULLTO MULL...-_--3 ALTERNATATE CUPS ......... _.- 4 BAY MULL INSTALLATION—.4 1 X 2 X.125 MULL SPEC&._._5 1 X 2 X.375 MULL SPECS........_._.8 1 X2.75X.375 MULL SPECS._? 1 XZ76X.65 MULL SPECS -8 1 X 3.126 X.600 MULL SPECS_....9 1 X 4 X.125 NULL SPECS_-10 1 X 4 X.375 TUBE MULL SPECS-11 1 X 4 X.375 T MULL SPECS._.. 11 1.2 X&ISe X.2MMULLSPEC6_12 126 X 3.25 X.100 MULL SPECS.._73 125X aOX.624 MULL SPECS _14 125X 3.94 X.624 MULL SPECS_ 16 2X 4 X 26 MULL SPECS_..`... 18 2 X 8 X 26 MULL SPECS.._.-17 1.26 X2.11 X.126 MULL SPECS_.. 18 3(' X 325 BAY MULL SPECS-_ 19 45' X 325 BAY MULL SPECS___ 20 MULLION 6 CUP DIMENSIONS_...: 21-2.3 EQ"LES 1 6 2—«-24 LOADING EXAMPLES-_..._.._.25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT'1 FROM TABLES IA THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORODNTALLY). THE MULLION CAPACITY(LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSlFT'1 FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED INSTEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WI NDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHORANCHOR CAPACITY�S) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY OJ3SIFT9 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/F1'1 FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSFr) FOR THE FENESTRATION PRODUCT TO BE IISFD AND COMPARE WITH THE FINAL MULLION CAPACITY (_BSIFPI OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. PRODUCT REVISED as comp ng with tho FI-11da BuUIT, ede NOA-No. 17-0630.11 Eupl-tlan Culo 05126/2021 By 6710 a Product Control 1mi 6c 56705� q� .............Ioff=� A LYNN Md.LER, P.E. FL P.E.# 58705 e DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CUP SHOWN) 1 I • e TANDARD NO STLAM OFFSETMULLLL e CUPMAYBE THIS HISMTH < TMETHOD. .de ON :217-�2�3FCR HEETS HOLE TIONS EDGEDISTANCE FOR WOOD SCREWS ALL MAXFOR ALL MWJON9 DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CUP SHOWN) a d 6; e EXTERIOR EDGE G DISTANCE e THE OFFSET CLB' IS RECOMMENDED FOR FP! -FRAMED WIMIDWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP.ANCHOR TANCHOR PER SUBSTRATE, PEYP.R SUBSTRATE. _SEE TABLES IB-16B SEETABLES lEMM EDOE/FlD DISTANCE —14—z-f SEE TABLES EMB BULILSIRIP 1B-13B ., ATTACHMENT ,. EB e' - SHEET I. .. ... SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SRE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHFAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET S. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAM WADE COUNTYAPPROVED ELCO ULTRACON OR ELCO Iff S.S. AGGREGATOR MASONRY ANCHORS. MuwON BUCKTYP. ANCHOR AND PER SUBSTRATE, ATTAGHMBIi SEE SEETABLE3IB-17B E g g SEE NOTE 1, I SHff7'1. MIN 2.7 KSI 0 I CONCRETE OR CMU' �' EDGE I .I .I ICI DISTANCE, SEE 6EE TABLES u1 J � I EDGE DISTANCE 113-13B C9 a FOR MASONRY R LLI I ANCHORS SIDE VIEW � ! e ETTHERTHE I STANDARD OR C) 7 Z OFFSET MULL D CUP MAYBE 1 ' * a INSTALLEDBY 1 THIS MElMOD O - i r ea < 1 ! S oco ILI TYP.ANCHOR PER SUBSTRATE, BEE TABLES IB-77B BUCKSTRIP -'a �.,• AND ATTACHMENT EMBEDNENf' -•: BYOTIERS, BEE NOTE 1, MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED m comp In 7NIth the Fladdn 8ulldlns e Non -No. 17-0630.11 EKpI mtlon Dute 05/26/2021 :'� •ups&':�i No. 58705 �CORIDP:' %r`s�ONAL �NG�. A. L AIl4AP.E. FL P.E.# 58705 DETAIL E: 12` —1 MULLION TO MULLION # I' DETAYA 1YEMIN INTERSECTION NOTES: cg MUWONDIRECTLYATTACHEDTO (U CLIP) MULUON 0 p z_ MASONRYSTRUCTURE t)MAYBEINSTALLmIN'TEE°OR'CROSS° B;� s�p �,. (STANDARD CLIP SHOWN) INTERSECTIONS. six VARIES HORIZONTALLY�- 2) MAY BE INSTALLED HORIZONTALLY ®�' I .AN (SHOWN) OR VERTICALLY. LO EITNHi THE I I PER SUBSTRATE, STANDARD OR I SEE TABLES IB_IML 3)SEE U-CUP DRAWINGS, SHEETS 21-23 g sU OFFSETMILL I -SOP VIEW FOR CORRESPONDING MUWON. co m Ij CUPMAYBE1 1 EOGE DISTANCE LOON . Q W INSTALLED eY II .. FCRMASOMi/ w 2 THIS t.>E7NOD. I I j' ANCHORS VARES1--1 J TA 012 W U) SELF- RILUNGER j 1 I^T a SELLIONANNGORSMS U, � D' _ MULLION AND USE 6AL5 a W G F aim W co W EXTERIOR 4` '.a MULLION Z C7 EDGE DISTANCE d _ THEOFFSETCUPIS O a O FOR MASONRY RECOMMENDED FOR J `` a Z U i YU ANCHORS - WINDO MAY LUMERSECTIOH50 ALSO BE USED FOR ?� J F o ¢Z F OTHER FRAME TYPES. EXTERIOR DO Q z TYP.ANCHOR 'd 2 ♦• Q PER SUBSTRATE. SEE TABLES I0-13B d ' Q • Q O f0 TYP. ANCHOR s HOLE LOCATIONS EE SHEETS 21-23 FORU ¢ I A O 00 BUCKSmw PERSUSe TABSTRATE, /n J m AND sEETABLEs tB 13B FRONT VIEW EDGE ATTACH!®VT DISTANCE _®_ F r BY OTHERS. .. . SEE TABLES _ _ Iffi Ix1TT •:. SEE NOTE I. _4-.�i, —_— 1B-13B T CJ z Q —SHEET-1r —. • LL Z mf� _—i—.— _...—..-._ �. - .. - �. ; — _ _ —_— , .. .. k.�� EDGE D_ DISTANCE a €0 sEErABLEs SIDE VIEW B g B-� MN 27 KSt CONCRETE OR GAI MIN 27 K51 CONCRETE OR CMU 1Ba3e -3 FRONT VIEW SIDE VIEW DETAIL D: i MULLION ATTACHED TO PRODUCT REVISED I STEEL STUD a ilding� to a Itll the Florida (STANDARD CUP SHOWN) NOA-No. 17-0630.11 INSTALLATION NOTES: STRUCTURE Expiration Data 06/26/2021 i 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP. ANCHOR A RSUBSTRATE, ® Mia a roduct Control `f � SEETABLESIS-139 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A, '("'(((RRRTTTT M SHEETS ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE sit 21 FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE �� HOLE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LOCATIONS 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEYHEAD OR FLATHEAD. �\` MULLION 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MUAMI-0ADE COUNTY APPROVED EDGEDISTANCE ELCOULTRACONORELCOIWS.S.AGGREGATORMASONRYANCHORS. sEETABLEs FOR SAND COMPLIANT WITH THE N FRONT VIEW 1ODEA 2XINOOIWATKER UST USE BUILDING 11i13B . '�`T`••�(.EN$F••�!� i CWE,A7XW`BYOrr BACKER MUST USED .' •. F� ! ATTACHMENTBY OTHERS EXTERIOR USEWOODANCHORSFECS SIDE VIEW *; NO.5B705 NOTES: = I l �- 1)FOR2XWOOD-BACKED STEEL STUDS. ��Q ST TEO !(F� ANCHOR VALUES MAYBE USED.OR ••., 2) SEE CORRESPONDING MULLION TABLES, /ss/0j� '\ SHEETS 5-20, FOR OUANTTi'Y OF SCREWS. A.ALYN11) If, P.E. 58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CUP) SEE DETAILS A-D. SHEETS 2AND 3 FOR 015TALLATION TO SPEC= SUBSTRATES. O O O O SIDE VIEW sHOWN wrrH 1' x4'x.125' MULLION EXTERIOR EXTERIOR PE TYF. ANCHOR STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. INTO WOOD. STEEL, ALUM CMU OR MASONRY NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 126• X 2.11-X.125' MULUON, 2) SEE TABLES 1B-135 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. L9 EXTERIOR DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW MUST SE INSTAL INSIDE OF MULL DETAIL H: i0 $ BAY MULLION INSTALLATION 6 (ANGLE CLIP) 30.OR4W BAY MULL O ' O 0 O O J J TOP VIEW CD CD TYRANCHCR SEE TABLES 158OR IGE � EXTERIOR V'/ 2-XS ANOLECUP, 2 PERMULLON END, WI1ST BE /RHTALLED 01SmE OF SAYMILL PRODUCT REVISED as camp]yyl1npp with tho Florida Building itod0 NOA-No. 17-0630.11 13 ExpimuonData 05/26/2021 ,w I— rfilnmMu�KPmduct Control NOTES FOR INSTALLATION OPTION G 6 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. S .� •' �� NO.58705 2) DETAIL G: SEE TABLES 113-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE — •, LOCATIONS.- 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE cv ��'•., �"^EOF • LOCATIONS. ® �i���5,••,F(ORIDI;.•'•G,�`� f� NAL 0`` 0.p A. LYNN MILLER, P.E. I. L1 FL P-E.# 58705 TART F IA Murton Capacity Table OpaningWkith(hlrmlicalVspar7irg mu9o119)"Opening Height(Wharlmnt%' pamirlg Maws) e011 6010 70 ki 80 h a0 b 100 h 120 in 14011 160 in I x2X.125 i4edmg44r ipadrp 7mpRnarpy Lana Beelmla0v Laodn9 7uIJTnanp. loadha fietmnarlar Eoadte 'f�prmma (wdna lbepna08r dn9 T1i�TdaOa L d'm ReaanpYu inadng 710Pr7dmla looft lteemnwhr foedrK9 7loptnu19. Redxlpaar LeedPg 71�f81ala foediln9 Reamlader 7mMn3Ba lneAra der Leedv9 itap7rnena L03ft Mu@on 2,AlumTube rare g�a .. j�d gad .. Aj' gg' A' d$' r E( aq' F y0. 8.. F 1xg1 u .. 421. 111.9 405 =5 732 9321 408 1165 1 325 769 405 107A 221 69,8 NOB 104.4 319 821 408 104.0 319 659 408 104.0 312 46.6 493 104.0 319 3" 403 104.01 We 360 1 408 104.01 318 4aln 74.0 312 r1L8 255 62A 3t2 73A 202 536 W2 67.0 248 46A 312 832 246 ON 312 1 81.3 244 37.5 312 61.0 2" 31.2 W2 61.0 244 26e 312 61.0 244 23.4 312 e1.0 244 %625 In 63.9 281 766 234 632 281 SIX 22B 49.6 281 55.7 224 39.9 231 621 272 35.5 251 50.1 120 31.6 281 49.3 2% 29.6 2M 49.3 210 22e 281 49.3 219 20.0 281 49.3 219 541n 5t6 24T 6TA 20T 43.9 247 49.0 202 37.6 2C 44.8 199 =9 247 415 196 292 247 39A tet 29.3 247 364 113 21.1 24T 361 193 16B 247 38A 193 le.4 247 361 193 fi0h 38.4 200 412 170 320 200 35.{' 168 27.4 200 31.6 183 24.0 200 20.8 180 11.3 200 27.1 1Be 192 200 2a.A 167 15.0 20025.0 166 33.1 181 35.3 155 27S 101 30.3 I= 237 181 269 149 20.7 181 24.5 146 18.4 101 22B 21.7 143 681n 2B.8 165 368 142 2A.0 185 29.1 139 20La 165 21.1 130 18.0 165 21.0 IM 72 to =2 13B 237 110 165 Ise 1eA Ila me 13B tT5 118 E 78h 1. . 19.7 1. IN 1x I6.0 101 78In 17A 11a 162 1 104 Anchor G 1 Table b17 Subllm. 2.7k 36k Cane. I WI mu Feed CMU PTNbod Mehl AnOhOrCBp Pal681na Mdlarrype 9/16'Elao Utaeal i/4'flC0llAmam Sn B'Eeo UPaNn 3M8'Ehollltrmon 1N'Ebo UbacmXaso 114-SS ECa dor 5/18'E0w bhean IWSSF7oo A9eeGelor #106t.M 9crear (GSI 0126ted 8oeN (G5) OUSted ecr w(n67 Egle 013etv:e (mT 1' 241Z 1' 2-1A' 3-10 1' 2-Il 1' 24W 2- 3-IAr Z 0.48' 1.1. 0*aw EmhedOall (PIT I-w $am "4' 1.3N' -7 -1-1/<- -1-1M'- -1-1M'- -1.1/P- -1.1/4'- -1-111'- -Z- 1318' I-w wrIe3 --2Amhr®4.7s MWO.C7 StarWam crOM OW M Ir 990 Re 3908e 460 F. 890 tha 18441ba 270 tPB 28o Ib4 3640a 740M 374Its 6841b3 9481be 341 Ae 4428e SBO Ibo 4 Awho Ig 1.15'Mh O.Q/ StWard(or �l CUP So. 2T 480 roa 7008s WA WA WA WA 38OOe WA WA WA WA WA 682W B85to 11209. 4AMIale ®Y Idn. 0"' / 2" A""'Qqn "A"'TNT 78001 IN Are ON Ie IBM Ib4 1896ro3 5401b3 560ro3 WA 760roe 7481ba BBOIba 1822Ib 682 t. B957be 1120 ne I1Gltl. ato.17TA1pn.07e•4k WA WA WA WA WA WA NIA WA WA WA WA WA WA WA 71$Im 1 AmaexI r-cb ft 6T 1B5 ros 195 roe 42s 1m MB @e 522 @e 199 ®0 1491bs 1T7 Ae 970Iba lB710a 2321ba 4736e 1T0Ibe 22f Io3 2®Ms 2 AAeh®®1.t9' Aft O.C/ FUIP ft. 2400a 3501ba WA tYA WA WA iBOroa WA WA WA WA WA 341 Be 042@a WOWa nY t c: run I ne yrroe r uulr, we I nc J7unc 7uvunun rA r I wv A,vY .uvunun vruuca nJ I nc J I ruvunnu wr. FIGURE 1: FIGURE2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURE 6: TABLE NOTES /WUr1UR 1:HYA{.I I T /YAIYJ I191LR I rV1e11Y1N: (DP-) X ('MICHOR Off -ANCHOR CAP., MUWON CAP.,-/ USE THIS FORMULA TO OBTAIN THE 'ANCHOR _ CAPACITY REQUIRED'CORRESP_ONDING TORN-, ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION' CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.21 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET- 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FJURD CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-O. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF ,125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 36 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.107 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8.412 ANCHORS INTO WOOD MAY BE STEEL,18-B S.S. OR 410 S.S. IIr-'-ij-- I 2000' 125' 1' X 2' X .125' MULUON n 0 PRODUCT REVISED e6 comp ingg with the Florida Bending ot(e NOA-No. 17-0630.11 expiration Date 05/2612021 � �'� : '' LlCE1QSF'••: !� �� N0.56705 DF i A. LWAINNELER, P.E. FL P.E.1168705 TABLE 2A Mullion Capacity Table pDaM Opening Width(forwrti tyapamlrig nagolls) or Opening M(for ttoliamn*Wy-sp6Ring nMbre) Got. W in 701n W In W In 100 In 123 In %a In 160 In 2a.376 RxtmWUr Lm&g TtaIRLM Lc . Reol.919e, Ldng ngoTrW y Leading Reelen9der L-Ung Tmp01ai9 ia�alng Ro t n;Wru Losdn9 Tr4p/Tdeng. Loadn9 RecadM Lcedng 7tglinelp Landry Rectengl4er L44dng T1ap/Ri- Leeft np neprildelg Lealbp FsoEO®" Loadn9 TmWTdmp Loadn9 RectuWtr Lmdlng nap/1neng.11t Loedke7 Alum. Tube Mallon • 8� _ ,,ppg B _ _ P _ �• h g•^ G� S� ,�!f� Sg� le I'RLlwrve 421. 17UO 021 t70.0 435 151.3 SM 17QO Ra M7 632 IMO WS 113.5 d62 16a5 518 100.9 602 IMS 517 MS 692 16119 517 75.7 PM 168.8 517 64.9 662 1619 517 557 9R 166.8 617 481n IMA 6V IN.0 419 101.4 W7 11R2 410 W9 607 108.7 403 7d0 W7 102a 399 67.8 W7 99.9 397 60.8 Sur 940 396 50.7 507 W.0 396 43.4 5D7 99.0 3% 3a0 507 89.0 396 W.MS 1. 163.7 4W 1140 = 80.4 455 969 371 74.1 456 90.5 364 64.8 4W 846 3W 157.6 458 61.3 8S7 61.8 453 MO 3W 432 4W goo 363 37.0 456 010 = 324 469 80.0 383 541. 8S.4 400 93.3 336 71 2 400 =8a9 61.0 400 72-7 372 534 400 67.3 318 47.6 4D0 64.0 315 427 4W 623 314 315 4W 61.8 313 315 400 61.8 313 267 400 61.8 313 son, 62.9 324 689 276 51.9 324 57.5 270 44.5 324 512 254 3119 334 469 2t0 3/.8 02{ 439 257 31.t 324 t20 256 2a0 324 40.8 253 222 324 40.6 263 19.5 324 40.5 253 63in AS 294 67.4 212 441 2111 49.2 24S 38A 294 42.6 241 330 254 29.8 237 219 294 37.1 234 259 204 352 ?32 224 294 33.5 230 tat 294 334 230 1ae 294 33.4 230 W In 4aa ma 49.8 2M MO 251 424 225 334 250 37.5 221 2a2 268 34.1 218 28D 269 31.6 1 215 23.4 268 2RB 212 12.5 2W 2a0 210 1a7 280 27.7 2M 14.9 M 27.7 209 721n Sao 225 37.9 188 30.0 225 322 191 25.7 225 211.4 188 225 225 MO I 2aD 225 27.5 182 150 22S 22.1 180 16.9 226 20.3 177 t29 22.5 1116 170 11.3 =6 19.6 178 78 in me = 320 t77 =5 �. 272 173 219 170 18.2 7II7 21.5 10 170 232 1a7 168 15.3 2@ 1a4 768 12B 20t 157 1W T0.9 2W 158 158 99 2a2 15.a 155 78M 26.3 161 28.6 168 246 192 251 169 202 19.7 159 15.7 11- - 157 14.2 182 1d8 155 11.6 102 152 152 10.1 192 14.4 1W 8.9 192 142 1W aaM 1a.6 VA 19.0 123 15.4 144 tat 126 T�r#. Hain %2 127 15.6 113 TARI V- 7R An harCapacity Table 04s Slnelyd. 27t C ro 33n Cora. How Ca1U I Fmw Gel PT Woad Meal AncFlo7 Clip Patterns Am0or7ype: 3118'EIao UOmoan 1/4'Ebo Mtrman S16•Eloo UtOmm 3176 Elco Ultmaon tM•9oo llibeaan 1/4.661300 .A9de0etar IMTSea -lAnemn--AO@oOsfa-Be 1/4•SSEto 010Sted r105i 0125ted Soiov(05) a72 Sted_ eomw(06) _ - -Ed"ro IXsme Mt -r- - 2tW r 2-02 ' 31W 1• Mir 1• 2-1/Y r XtAr 2• 0A8• 0.5r MISW Embedment Mk 75N• 1.V4• 1-31V 1-YC Y 1-thr 1-114- MIC 1-lie 1-iw 1-U4• Y i-3ra• i-w tmlss 2Amhom ®4.T4' Mn. O.G /Siendetl or Ofsei Cllp(F1p. 17 380 U. 390 foe 450 It, ago Ibe 1644 be 270 fb0 220 be 354 Qa 7400e 374 We 6%0a 9461m 3419. "2 !be SW m9 4 Amh=01.15• Mn. 0AI SnndnM(or Olbe0 CUP IMP- 27 430 ae TW M. WA NW WA WA 3W 0e WA WA WA NIA WA eez 91. N51W 1120 Re 4 Amhas®3•Mn.O.G /(2) 235 Angle C110 I(Fig. 3j 7W me 7W Ibs 6W Iba 15W [be IBM Is 5400e SW Poe WA 760Me 748IN BW as 18920e 682 Da 985ICe 1120 Me 2Amtam®0.18'Mio.0.0./UGip, kda.t24 ANm.(R9. 4k WA WA WA WA WA WA WA N/A WA WA WA WA WA WA 7150e 1 Alenor/F-0Ip IFl0.5j 185be 195 Me 225 Its 41S 91e B221M 1360e 1400e 177 ibe 3700. 18TI04 3320a 47311e 170 be 2211De Ta010e 2 Amrom A 1.15' Na, o.c7 Fdlp 1F70. 6rl 240 Bm 393 [be WA WA WA WA 190 0n WA WA I WA WA WA 341 be 4421be ISW ae NOTE FOR THE OFFSET CLIP, USE THE SAME ANGHOK PATTERN AND ANCHOR VALUES AS THE STANUARU CLIP. FIGURE 1: FIGURE 2: FIGURES: . ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE& FIGURE6: TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DR-) X /ANCHOR CAP.,,e,,,,,� _ANCHOR CAP.,,, (MULLION CAP.,e,..-. USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --j 1.000• f•-• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 2000" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED [1:,1375- CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-TS AND BEA MINIMUM OF.1257 1•X2'X.376"MULLIDN THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & 912 ANCHORS INTO WOOD MAY BE STEEL, IM S.S. OR 410 S.S. so � gy jaig%$� aq gg AS �€gga3 fi3 ®gam a gz 4n N s U � o y ZOO W W_ m J Y � O � L1.1 m M � Z 8 g 'U 1 f cZ J J Q f` O Z ¢ FZ 2 Z U rA w 'd co �� ro PIw PRODUCT REVISED as comp o with the Florida Building e NOA-N7 17-0630.11 " Expiration gate 05/26/2021 NO.58705 laz A. L7lOT7N1ia L1LER, P.E. FL P.E.# 58705 TACT C 1A Mu It nC&pcUy Table lltl) Operdng WIdth tror-rfim*apart irlg mlAlam) or OpmkM Height (torhoA2oreat}spalrirg mubrn) 501e ISO In 7011 eO In 901n 100 m 120 in 140 m 16010. I x 276 i F�rt"m"kr Laodmp iK4 nkm. tamp Rm vry L.&O T1ep IN Leedlm R.c1a19d9r Iru4ire 7t�/ala,o- Imdm Reet.%U LO.Mg lhpm mo- L®d'eg R69kIlQrd{r (04>519 7t4Y7Eam. La elnp R-WO4u Loa�9 ll.plMa�. tnamnp Racrmpole lmmrm 7kp/Temly bxtro Real peu LmQna TmNTaena La.dn9 Rn Woft leeanp TIWM u g. laalbp .375Alum. Tube H 6 Is 6 $• ,�@ � 6 6� � 6� � � e � 4 � � B� � 94 6 a!-�� Isg t � �$ a�g�a .. 6 �.. e- 8A k 42in 170,0 620 1m0 435 170.0 744 170.0 478 17U WO 170A WO 170.0 GM 17MO S76 170.0 1116 1Ta0 W 1m0 t240 171X0 521 t487 13M 170.0 521 1275 1301 170.0 621 111.5 1301 170.0 521 4e b1 170.0 7011 17M VA 170.0 e50 1m0 594 1710 692 17MO 630 170.0 1133 V0.0 601 151.8 1132 17U On 138.8 HIS 1m0 ON H19 1139 1mD 90 g7.0 1139 +70.0 680 85A I13B 1700 Sao SD.625In 170.0 747 im0 583 170.1) 088 I70A 831 IOTA I= 77M 654 1488 I= 170.0 723 130.E IM2 170.0 747 117A 1032 IMC 79 e7A 1032 1780 7W 53.9 1032 1T0.0 750 73.4 IOU 170.0 756 511n 170.0 7W Imo 612 161.3 OUT 170.0 W I= 807 IOU 730 120.9 9W 1515 'rM 1075 9O/ IIE.O T1{ ee.e >W7 I41.1 710 806 9W 14" 7M 9.1 907 140.0 7OB 60.s 9W 140D 70B bon 141.1 7.4 161.5 625 1175 735 130.3 e11 1088 736 1180 699 082 735 1082 590 18.4 735 p95 68T 70.E 736 03.1 me 688 79 91A 674 50A T35 81.6 674 447 735 81.5 874 63it 121.9 666 1380 6M 101.E ON 111.6 657 $7.0 666 IRS 547 762 flee eat aM 677 ON 93.9 531 80.9 666 79.8 5M ea8 69 75.6 RI 43e SM 7&0 521 35.1 660 7&0 521 F0 6611 I080 607 1724 E22 9E] W7 B&I all T5.T OUT 55.0 501 662 607 77.1 493 389 607 71.E 436 53.0 OUT 67.6 491 442 007 63A 47E 37.9 607 827 474 33.1 WT 827 474 S 72m e1.e 810 65A 443 680 1 510 73.0 431 6Es f0 1 80 426 51.0 SIO 1 67.8 418- 484 610 9.3 413 4a9 Eta 9.0 ,49 3l0 e10 459 402 292 610 M.4 399 235 510 44.3 399 70m 69.4 49 725 400 57.6 458 61.7 392 49.6 453 act 3e5 43.4 49 4ae 375 386 455 MA 373 347 468 41.6 368 25.9 456 37.7 302 1 245 468 36.0 359 1 21.7 458 387 39 78h 642 436 8!A 391 53.5 435 59LB 374 45.9 435 49.0 WO 40A 435 44.7 380 387 435 409 39 321 435 XI 351 26.8 435 34.4 344 229 4W 32.6 341 211 435 322 340 001. 4fA 3W 1b.1 290 U.5 3V 36.4 285 29.9 327 28.3 275 232 327 29.7 271 211.9 3W MJ 265 17.4 227 21A19.3 256 96 In 34A 29r 35.4 267 297 267 20A 252 M8 207 2ae 240 172 287 19.3 237 14.4 2W 16.9 242108m 242 227 24.7 205 Zl2 227 20.0 201 t7A 2W117m *1.6327 223 21E 22.7 184 19.9 215 19.1 1B1 I89 213 12D In 17.6 1 184 17.9 167 --- ------ An horCupactly Table 8uMtrate: 27k Canino 35k 01- H.Om QAU Met CMIJ PT VWM I Metal AnohorClip Pelle111i AadwrType d1B'FJao um- 774'Elco tle3cm """a" Ut"'c d18•Ebo U6r on 1/4'EkP Oaem IIV SS Mao AOMCO SFIW Eka UaVOI 1/4' 53 Eko A92eC� RID Seed Sc-rA *12 Steel &W(M) d1269ed Sa98(0G Edge Oletmme GOk 1' 2-17r r 2-1rr 3.VS 1' 24W 1' 2-lfr 7 3-IfS r 0.48• 0.54- O.32r Embedment ML 1JI4' Idl4' t3b1' l-V4' r 1-114• 149- 1-If4' 1-+f4' i-1l4' 1-ifP 2' 12/8' 1318' vane. 2A.A-Q475' MhLO.G/et9ndmdwObd (NIP O-19..It. 3BOb 3Bab 450Ihe 800Ia 1644IM WO Ms 2801M 3544e 7400a 3141b6 BB4b 946M S41b M21M Not. 4 Armlars®1.1T Mh O.G(Smndad (vOCae0t14 17 4 m. 700b WA WA WA WA 3BO IM WA WA WA WA WA BB2b 665IM 1120b 4 Mahn ® 3' 3On O.C. I [2) NO Almk CEP. f 0a9. 4 780 W. 7901b. 6e0Ib, 1580I8e IBM b 640 @4 5601M WA 76011a 7{B IM B80 b Ism Ib. 532 b 8851b. 1120 b 2 Awhm 41OA5'16IDL D.G/LLGIN YLL0.125-A80n. 040.47 WA WA WA WA WA WA WA WA WA WA NIA WA WA WA 715b 1 Andmr/FCBp(R0.5T 1 195b 198b 225IN 44a Bab 135b 140b 177b. 370b 787 Oe 392 Da 473 to 170b 1Z7IM 790 @e 2Andh a 1.15 UAL O.Cf Flp afflt. Otl 74a W. 1350 toe WA WA WA WA 190 IM WA WA WA WA WA 341 b 4421M S80 b NOTE: FOR THE UFF51m I CLIP, USE I HE LAME ANCHUK YA I I Cf W AIVU ANUKUK VALUC A� I HE C IMIUA I M QLD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGUREI: FIGURE?: I* I I I I �: • • FIGURE3: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURE 6: H** TABLE NOTES R((ANCHOR CJIP.,,o,•u _ `) X `MULLION _ANCHOR CAP._ USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ' 3) MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FOlEn CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C4XL WOOD SHALL BE PRFSSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF -125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' THICK (Ia GAUGE). STRUCTURAL STEEL TO BE AT LEAST A2W THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S. PRODUCT REVISED u --Pl a with the FI-Ida Bulldlnn e NOA-mm 17-0630.11 Expiration Date 05126/2021 3"m *` No.•E58705 o� ATE • �[/-Z �.pON �•. .... .... � ShS'OA IAL .�` A. LYNII•I!VaL P.E. FL P.E958705 TAR[ F dA MuMon Oapaft Table ' Opening Width (taverlica0y sparring naAa 13) orOPanblg Holght (lorhoriM&IyLBpaMrg mans) Sohn Wkn 70N e061 go hi 100bt I In 1401n teom 1 x2.78x L-ft TnpRdarg Loedrl9 liectoft. Lmdtlg TrgrlNv6 Lmdrl9 Raot w. Lmdrp Tr�16ag. Loadnp Rrldongis7 Lotdip 7nPrili ng. L..&g F-bW11. LM%V M pW-9. I." L.Z.Imane r .ding Loa51g Emctmgdar lo4da8 T1W/0itng. Iaad1A ImWnptar Laadng IlaprBfarg. Lmdrw Raetalgdr loedw 7tWfNm19. Lo9drp .860 A41IR Tube Dillon a g5s � �X S � �e §b $ B 45¢ B LT �, � �g 2 g�. p � � t �•� �p � gg � 9 •gg •�� d` gE 50 �. b B fr � � b drrc S � � B •§g' d`d � @�. d ss �g � d�' 4. 4.Il �g 8 � i� ��. a jag P� Fg�r d QN 170LO 8m .170.D 436 1170,0 744 170.0 478 17QD 8e8 170.01 SOB 170A I GM 170.0 1 510 17MO 1116 17a9 521 17MO 1240 170.0 921 17a0 1488 170.0 521 158.7 18m 170.0 SYt IW.8 1® IMO WI 48In 170.0 IN 170.0 6M IMA aW 170.0 5B{ 170.0 082 170.0 8W 1749 1133 170.0 881 170A 1276 170A BIT 17a0 1417 17¢0 6e0 1N.T 1417 170.0 690 121.E H77 170.0 680 1083 H17 170.0 8W WMSln V10 747 VU 593 170.0 898 170.0 631 17MG t048 170.0 664 1700 1105 170.0 723 MS 1206 I= 747 148.3 t2ee 170.0 IN 1219 12M 17DD 755 1045 1268 170.0 758 nA YID! 170.0 756 54 in 170.0 797 170.0 012 170.0 VA 170.0 Bill ITO.0 1110 170A 754 150.7 1130 170.0 803 13U 1130 170.0 837 IMA 1130 17a0 ON la" 1130 170A NJ W.1 1130 170.0 M 75.3 1130 170.0 881 8010 170.0 BW 1".0 701 140.6 016 la2.3 781 125.6 815 144.5 740 1099 915 132.3 735 97.6 D16 1230 725 87.9 915 118.6 7m' 732 915 114.4 716 818 915 114A 715 S49 015 114.4 716 63In 161.8 630 101.8 710 M.S 830 138.9 894 105.5 ON 1232 651 94.9 830 112.2 070 8l4 830 104.E 682 75.8 630 0BA 658 aS aW 04.5 W !!__2 630 94.1 e40 47A 830 94.1 649 �r TO 80 N 1321 757 14OX W. 1104 757 110A 030 9l9 757 1059 e24 025 737 1&$ 8N 734 757 80.1 ON 86,0 767 842 OW 550 757 79.0 SM 472 767 752 all 413 757 782 GO G j 72N 101.T tq8 1085 552 s4.e 698 91A 510 7L7 838 eat 630 ate 838 722 521 5&5 838 ®.s SH W9 838 823 60e l24 838 A2 S00 36.3 838 553 4g7 319 1138 552 497 S 70N 865 671 00.4 408 721 571 70.5 489 e, 1 07.4 479 54.1 571 60.8 471 4a0 571 S53 464 432 571 51.8 450 SU $71 479 451 30.9 571 Ole 447 27.0 671 NS 446 78In 80.0 642 B3.4 474 6117 542 70.8 40 67.1 542 621 *9 50.0 50 8&7 40 44.4 50 51.0 442 40.0 SG 473 437 33.3 542 all 429 mS U2 40.6 425 2SS0 542 40.1 423 9111. 521 407 637 381 414 407 45A 355 372 407 MA 30 325 407 35.3 W 28.0 407 SLI 338 26.0 407 20.8 334 21.7 407 29.1 3V 18.6 407 24.1 322 1&3 407 23.0 310 BAN 429 358 N.1 3m 31e 350 372 3H 90.7 S56 658 28.8 d0/ 2x8 360 28.1 300 2I.6 958 2l0 288 17.0 358 2fAIDB 15.3 356 192 Z04 108 b smi 263 W.8 255 25.1 283 259251 21-5 283 �IMIA 283 18A 2M 10.7 W& - 240 15.1 2'11,N-8242 211 ml 20.02M0.8287 257 HA mt 15.4 28722A1m N 220 229 2L7 2W ta3 2m 18.8 2M 1&7 2m - - - - TA141 G AG ---- Anchor d Tabk 6dcbal¢ 2.7%CW.e 3.56 rbrlo. ae C61U FMW CLW PT VWod Md.] - AnchorCllp Pagame Anci=T 3110' Elm UN=m IW Eke Ubi c 910' Eko ulaaan 3110' Eko Ult- vc a= Ulbapal 114- SS So ApgaGg. StW Elea I111-0 1M' 68 Elm A9geGdl Mo emd S.-(GS) 012 Steal sa-(05) 012 Stetl Smevr(OO) Ed0a 11 mne(N i' 2-1/7 1• 2-1? S-W 1' 2-U7 1• 1111 2. 31/0• T 0.48' O.6P 0.324' EmlMnent O+ 1.W4' 14M I3r4- I-W 2• I-11V 1-1/4- I-1/4• 1-IA' I_Iw I-ILe 7 i-va• 1318' ledge 2 Anoh-64.7V O.C./SlmnaN�O6sM Dlp (FIp. 17 39e IDs 3W Ins 450In 890 On 16440n 2709. 2B016a 35/1m 7400n 374161 064lba (NB R. 3410n 44216a 5600n 4A0ohds491.1WWL0.C./Sb1dnd(v06e)CIb(Fk.27 4W fm 7W IN, WA WA WA WA 3W2n WA WA WA NA WA am ba soil 11200m 4 Awbom 403. FAm O.C. 1RI 9t5 Aryta CON I(Fig. 37 TOD Oa I880a e800s 16WIbs Inams 540 me No an WA 7W Ibs 745lb. Sao lbe 1®21bs Bet Da 11m Im 2Amhm; 2CO Wm. O.M/U04% him AWANm ft. 42 WA WA WA WA WA NIA N/A WA WA WA WA WA WA 715IN 1 Aullul F-Up(M9 195ms 195ms 225 me 445R4 822ma 135 ms 140 ma IT7ls 3TOw 181Iba 332 P. 4733n 17013 221 M1 280m1 2 Amhom ® 1.15- Mix 0.C7 F42g 0i 240 ms 350 b I WA NIA WA NIA Imp. WA WA WA WA I F9A 3411. 442104 6W IM NUIt:tUKIHt UrrbMIU.3r,wMIMCanmew4�MUHrr1IIGHNnnUANl47VRYIILV=/ IMMOIl4 rU M C _�) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 2C FIGURE 1: FIGURE 2: FIGURES ANGLE CLIP MUST BE USED IN PAIRS, FIGURE4: FIGURE 6: FIGURE 6. TABLE NOTES: (DP-) X (962M CAP. 9"ANCHOR CAP.„ USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C50. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALT. BE 6063-TS AND BE AMINIMUM OF.12S THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND -OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT. LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. V X 275' X.850• MU WON s d pippp a gg S'3i �eS� PRODUCT REVISED es compbhln with the Florida Building e NDA�Io. 17-0630.11 E1vtratlen Data 05/26/2021 ttrtll R n 7 rr,r3A/ 6N` G * : No.58705 :. boaSTATE F�':2�`� i'���'•• /°LOR707;.•' Gam: A LtMNi1 LMR. P.E. FL P.E.# 58705 Mullion Capnolly Table P&M quOng Wirth(farvBNcaFteparadrg Mulllohw) orOpinW Helght(for hmbcnWVspsrrir9m iliam) Win Win TON 80 i1 BON 100N 120in 140N 1mm I"x3.126"x f7s1atp0a Lcaftv TnpRBriA Laada9 RaOterNal� Lee.* 7FapRSw�g. Loa4taf tiaotan0thr L-ft TnWTtia41• Imdno f3i T4neula LmdrtO Trap/fdetl9 Lmdn9 Iteoan0de Loa&g iFe)JOlai9• Lo9daq fioet�dm tcadrp TtR✓Oimµ Lmdr1O Reclnl9ala Lmdr® I T-'prm.'g I L-ww � � I L4adn0 T�'friot9. LwdnO Ba�c1BAa Lmd,M llge'Btsn� 1md00 A00"Alum Tubo6M18��.�� lag _a }per L k 2: 5.. P sa x ° �• °aL drc A i� �g dr a a' 3... �0 gUp� y A• It .. 6,e y$e ado D E �� _ �. s� d`¢ 3 6R s d o �9+ sue. 2 ��o doBo d`u sd5 d`8 421. 170.01 EN 170.0 435 170.01 744 170.0 478 170.0 869 1 170.0 1 508 170.0 OE 1740 1 519 170.0 11161 IM.0 I MI 17MO t240 1M.0 621 170.0 14W 170.0 5z1 1170.0 1735 170.0 521 154.41 ISM WU S21 48n 1740 Wa 17U 524 170.0 I BW IMO SU 170.0 B92 170.0 OW 170.0 1133 17U 681 17MO 1275 170.0 On 1740 1417 170.0 SM 157.1 1577 1710 BW 135.1 157/ 170.0 00 1182 1577 17U 800 W.W5M 17A0 747 170.0 6W 170.0 696 170.0 631 170.0 100 170.0 684 17fl0 1195 170.0 M 17MO 1345 11&0 747 170.0 1484 170.0 750 1q.7 1405 17M0 7W f11,5 14M 1740 7W 100.3 1495 170.0 7W 64In 170.0 707 MO 612 170.0 BW 170.0 691 170.0 1116 1740 754 17fl0 1275 170.0 603 ISLI 1401 170.0 837 149.5 1 1401 170.0 OW 124A 1401 170A W1 103.6 1401 IM.D 6a1 014 U&I 170A 881 80In 170.0 US 17U 701 170.0 1063 1740 797 15" 1150 170.0 678 13fl7 1156 197.0 On I= IIW 1541.5 917 111A 1150 14fl7 910 92.5 1150 1".5 803 78.3 1156 14CS IM 6BA 1156 1445 003 63in 170.0 MO 17110 745 159,8 foul 1740 850 137-0 T49 1555 860 110A 1049 141.7 SW IOU 1D49 1320 63a 94a 1049 125.5 M8 70.8 10Q 119.3 E0 68.5 1048 118.9 519 50,0 1040 11" ME) {, Fa 68n 108.0 065 170.0 7W 139.0 90 151.3 Sol 11fl1 955 1327 7W 10U AW 121.4 775 026 RE MO 765 63.4 955 108.4 757 60.3 29 00.8 749 60.9 055 00.7 740 521 955 80.7 746 c TZh 110A 603 1340 687 197A 803 1149 SE 91.8 S03 101.1 870 80.3 80 912 859 71A 80:5 832 049 04.2 B03 TOA 6Q 535 BW 712 BE 448 803 89.8 EB 40.1 60i 09.7 E7 .E� TOM 1002 TN 1141 6N 91.0 721 07.0 618 7fl0 721 85.1 WS 68.3 721 7(L5 SOS 00.7 72f 70.1 5W 54.6 721 644 878 455 721 1 WA 5W Z.0 721 56.6 W4 S41 721 66.1 5M 78M 101.0 694 105.4 889 04.2 684 80A 5V 722 W4 78A 370 03.1 684 70.4 567 56.1 044 81.4 SO m.5 554 59.0 551 421 6B4 56.1 541 341 04 51.3 539 31,11 684 W. 534 001. 048 SM WA 4W KS SU 67.a 448 47.0 514 W) 440 41.1 514 44.0 433 38.5 514 40.5 427 SLO 614 37.3 421 27.4 614 33.0 412 23.5 514 30.4 408 20.A 514 29.0 403 66n 542 4E 55.7 404 432 452 47.0 3W W.7 4E 40.9 390 33A 4E a44 U4 30.1 4M 32A ?)8 273 4M 343 373 =8 4U 246 365 10.4 452 242 3Wal 22B W5 f061n 3a.1 341 3fl9 m 3f.7 357 32.7 an 2/,2 357 26A 312 73.8 357 2fl2 304 21.1 397 T 3W 1O.D 357 218 299 149 357 1&0 20 U.6 357 16.2 257 15.0 2M 111N 35.1 336 3SA 306 D.2 338 30.1 301 EO 338 26.1 2B8 2fA a3e 23.1 m2 19.5 338 20.8 289 17.6 336 18.0 204 14.6 338 14S 278 12.5 388 14.9 273 13A 12A t0 27.7 280 M2 203 231 24B 73.7 2W 196 7A9 21A fiB �iOB_ AmtmrCaDackv TONG S148azfH k7k Cacta4 am Care. I Idb4 CMU I F6e0C9u FTWmd Petteme � 3I16 EIco URrim 1/CB[oUtOarm 51C9co utuacm e'16'Elco uOrxm 714'f]coutracmA9getulMm lless ma &IT Eto 174'SS EU AMmGda' 010Stei 3C (61)SctLV(G9)Edge *t2StWAnchorCllp Dslarca fink 1' 2-LT r 2-11? 3-lff 4 2-V2 1• 2-82• T 3-w T 0.4a' 0.5TEmlleenml n IV, I've me IS'4' z' I-1/4' 1414' 1.1/4' 1414' I-1/4' -2 1-114' T 13'8'1k FC2� s00m 8W1N 4500n 600 tm tsu an 901D! 2W 0a 3u1. 740 Hn S7 BBd 104 INS to 341945 442On4AnOM0IAW MN QC/S1aMUO(OrCMe*Ct0919734 lb. 7wrm N/A WA WA NIA Sao Im NIA WA NOf WA WA 662D5 W5m4Amtce OD 761n. 0.Cl 2B ArgO I 9. 760 mB 7W to 6W D5 15W as 1WH to a401as 5W Ite NIA 760 Qe 748 to aW ao 18920s W2Ds 665te3Alcma t$0.6 NHL CC/UCOp, r88.125-Ak=Fa 4; N/A N0l NIA WA NIA NIA WA WA WA WA WA WA N!A WA 1 Archer/ FC6p 919 8k A. 1962. 225 fin 445 99 8a 09 135155 Im m 17704 370 ft 187108 88E m5 4731. 17DDS 221 bl 2W m5 2A'rah.. 01.15' MID OLCJF-Mp 0411.6k -iFft-0 a5008 N01 WA A- WA I WA 190!t. WA N64 I WA I IOA f WA 1 34124 1 442b I 6606n g1YfiRVR {iW'P15irI T fWJWr(ACRr rVRa1V.J.: (DP_) X ( ANCHOR CAP.,,m,",c� ANCHORCAP.- `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE nvtc run ,nc.,rrJc,v �c,nc�..,..c..,.v......rn„",,... .................,...,......�, ,,,�...,.......... ....... F1.000'-1 FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.125' air FIGURES 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-80. WOOD SHALL BE PRESSURE -TREATED T FIGURE 4: FIGURES: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 606375 AND BEA MINIMUM OF.125' I'X3.125'X.6' MULLION • THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045'THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125* THICK AND A36. ALL ANCHORS IEXTENDNTO METAL SHALL 4 0 9CREW THREADS BEYOND (l'VF MULLION) ATERIAL #1 & #12 ANCHO INT WOOD MAYY BE STEEL 18LEAST THE MS.S.SS. ORS Ell PRODUCT REVISED es complv)m4 with tha Flodda f3uDding Coodde NOA-No. 17-0630.11 Expiration Date 05/26/2021 ATEO �"7,, 70NAL IENC``• A. LYNN MILLER, P.E. FL P.E# 58705 TARI F RA 61ulMon Capacity Table O6+1ar Opening Width(fortel5®6741pai2ing nuIDO1s) orOponhtg Height(for hof oftWspaming mlflloro) 501 EO Io 70b gal. 901. 100In 1201n 140b1 16DIn I x4:.125 RMmPdv 2Aedr9 TmpIMn9. Laed1• fie�dv L-ft 71oP/7dm0Y Laadrrla R.ctalPdv Ludin0 Tep/DIe1@. Lowing Pedvguly U .&g 1WP71n•10 Lmfip PeaWllprtr Loam1W 7fo1✓el•a. tnadn9 � 1m8n2 it�mt•1p. Lpad1112 Rcctapdaf lcldne 717p791m�2. 40adS18 v Lee8n9 128Pnitog Lmdb0 Ratmpdar No Tep/Nm�6 lmaia Alum. Tube Mullion S� �- �� $ E �� gbgg� 5� bg dF� � y�• $o >�' �, �� �� �rs.€ �� �$g g�' !p 6L 6�d� 42In 17" 620 17CO 435 170A 744 170.0 478 1740 we 170.o we 17AD an Inc 619 170.0 me 170A ml IMO 1Z40 1740 521 1170.0 1488 170.0 521 145.8 1459 1170,0 5V IZT.e 14M 1740 41 481n 170.0 708 17110 824 170.0 550 170.0 W 170.0 992 170.0 630 170.0 1133 17a.0 581 170.0 1275 17D.0 On 15&3 1303 1740 BW 130.3 130 WO-0 680 111.7 1303 170.0 OW 97.7 130 1740 501 516251n 17ILD 747 t74D 6&3 170.0 a90 170.0 M1 170.0 1DO IMO 604 170.0 1105 170.0 723 1a6.1 1235 170.0 747 140.5 1236 170.0 760 117A 1235 170.0 755 TOM 1235 17W 759 97.5 1Z35 170.0 758 54m 170.0 7B7 f70.0 612 170.0 956 IMO bat 170.0 1116 INN 734 154.4 1158 170.0 SM 1372 1155 1740 837 123.5 1155 IMD 858 1020 1158 170.0 881 8e2 115E 1706 W 772 1158 17110 all 60 h1 170.0 Us TMO 701 143.7 1042 17MO 797 142.9 1042 161.1 532- 125.1 1042 148.7 815 1112 I= 17&e 801 16D.0 1042 1342 791 SSA IOU 125.1 782 7i5 1042 125.1 70 MS 1042 12.1 7112 63h1 170.0 SM IMO 745 1512 992 16U 818 1285 ffi 1K4 7B9 113.4 922 13t.0 782 1D0.8 gm tZIA 765 90.7 tau 114,a T58 T&O a= 10&4 747 64.8 992 10.0 744 50.7 802 IOU 744 S 681. 185.4 547 1700 789 137.8 947 14&0 785 118.1 047 130.3 768 1MA 847 t17.7 752 9/.9 UT 10&7 734 SL7 $47 I= 7V S59 947 85.1 713 59.1 947 94.0 711 /1.7 941 94.0 111 72In 1369 34 1417 737 1132 849 t21.6 722 97.0 US 108.9 798 519 US $8.4 ON 765 a" OLT 600 67.0 8M9 OW 575 5&6 US- 75A 00 1 485 50 -72.5 652 1 425 DID 72A 651 70u 1155 782 IM7 666 913 7m 1026 am MIS 762 90.0 NO 722 702 50.9 629 842 762 742 620 67.0 7W M2 1113 4&1 702 6Z0 602 41.3 762 59.9 W7 36.1 762 W.4 6&7 791. 1001 724 I 111A e34 Sab 724 94A 621 7110 724 828 60 88A 7N 74.4 599 59A 724 S&1 591 M4 724 63.4 6M 44.5 724 V.3 V3 382 7W 54] 557 3&4 724 515 585 60 In 0.6 W 71.6 40 56.0 1 547 1 80.7 474 4&7 60 629 466 43.6 50 47.1 1 458 33.6 QW 4Z8 44 3" 5U 39S 408 20.0 643 349 438 24A 50 321 430 21.7 1 60 M. 426 06In 67.3 47e 65.9 427 47.8 476 49.7 419 40.9 478 43.2 412 35A 471 3&5 4D5 31.5 478 34.8 400 28.7 478 320 395 239 4M 20.1 380 2D5 4" 25.8 380 17.8 471 242 376 1001n 4a.3 377 41.1 341 33.5 377 34A 336 21L5 377 310 1 330 252 377 21S 325 22A 377 24.0 21 20.1 377 22.0 317 1&8 37/ 19.0 310 14.4 3" 17.1 3% III In 37.1 W7 37.6 323 30.9 367 31.8 318 2&6 357 21.0 313 232 357 2" 309 209 357 220 3M ma 357 2A1 301 16.4 35T 17A 294 120h 295 30 29A 279 2" 3M 25.1 Z74 21A 7M 21.7 00 1&2 306 192 261 15.3 308 17] 283 144 b1 17.0 212 172 106 -------- Anchor Ca Table be slmabala 2A 0-f. 3.5k Coc, H.IIMNCMU I FCed CMU PTMw Mate) AncharC6p Pattems Auc1,.l7p.: 311(rEl. Ur-n U a-uhmon 6/1a- lAtrecm8• 3h6'Ecalebacm 1/4•E1e Ulranm 1/P 99 FX0 Acve to 5118'Elca Ildracon V4'Ba Eim A9•c0a1r RIDS tl Swan I05I #126@el eeww 535) 5128ted 8-05) C-02e Oatawe 01k 1' i' 2-W 3-W 1• 2.1r1' 1' ZAV 2' 3.1/8' r a.49' 0.X' 0.724• 6maednenl MY 1"I-w I-w r 1-UT 1-114' 1.1/4' 1-1/4- 1-1W' 1-1/4• r ta/9 law varies 2Ancham04.78Mh.O.G/Stmdml pr Gnat Cop(FV.162Y 890 ba450 M. Boo 9n 1509a 2700m 2001bs 354 be 740 DO 374 Go 6649u 9482s m1W 44210E 560 a. 4Anchoe 0225 Min. O.C. I SWnd•d(a'01bal) CipVW. 3): 7M beR.5M25 14102m SM Iba WA 580 Gn IVA 0309. WA 680 QA WA 0821. W5Ib. 17201s 8Anchm it 1.iS Mh. O.C.I SWndod (aOMeO Clp Fg. 4)t 960 bsWA U WA WA NIA 760 Go WA WA WA WA WA 130314 1T70 ba 2NO C4 4 Alchae 03' Mn 0.411 R) 2.5 Anal. C%.I F9-6Y 780 beON b3 15801s law bs 540 ba 5501ba WA 750M 748 Go 880Ila 18921b. 8321a 8851b. 1120E. B A7EIgi. 03•MN O.Q 1 R) 2t5A1gie CT•a/INC. eY 11701baang; 23400E ZB44 bs Blob. 840Ib. ,WA 11401be I=Ibs 132OU MUM. 1022 ba twba 16BOM 4X Me00Ae-Mh 0.4/UCfq,iNe.12SA5m.(F®.7Y WAWA WA WA WA WA WA WA WA WA WA WA WA 14301n 2Anchaa 02251M. QW F421p (FV. aY 3502.290 br 7M au 4Te b.I NU 2801b. WA 3191s WA 440 au WA 341 bs 442 Oa 580 Bm 4Mchas01.IYL-40.GJF (Fp.B 480b. .7001a WA WA WA Nat 380Ib. WA WA WA WA WA fi62 bs 885 an 71201a NUIb: run 1r°C1UI--t-1, wC t nc JHMC lirvl, --1 - --/9YNOUrt vY.-- -1- FIGURE I: FIGURE 2: FIGURES: FIGURE4: FIGURES: FIGURES: F. F. .0 FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: (D-) X �MUWON (:AP.•e°,,..� ANCHORCAP.- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE SHEETS21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE FK)LE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC2 301 SPECIFICATIONS. HOLLOW AND GROUT-FRLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6D63-T5 AND BE A MINIMUM OF A25' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST A25-THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 8 PRODUCT REVISED 8 5 complying with th• Florida BuBding Code NOI4No. � 17-0630.11 Expiration Date 05/26/2021 1111111/ll No. 58705 o72E D «i DAI 1•MULLION A.LYIJt'JIw ,P.E. FL P.E.# 58705 TABLE 7A Mu01en Capacity Tale iftM opening WMdlh (farver5Caly-speriNrg mUmons) or OpenIng Haight (for ho92orre9y'sporinI g indlons) 50 h Go 1. 701n 80In 90 in 1001. 120 in 1401n 160 in 1x4x.376 Rot-dl-9 hL-dwP. ftam-d-9 Trt4praMy Batctm&O 71aLap'&V ReLoafty 7tLln/0dtvry. Recta7g94e7 7�l0WT1tna�• RaIomtadm 7npRdanP. l4ed14 PscbngNer lmmp Le4JTdan9 InednP Rah09der IDadaP 77gY0krt9. bad9 Red5lP/m L T40P/Tdci1 Lne6n9 Alum Tube e • r Mallon as I� _ 3 ySg $�y a _ S r dd a �p iS. _ a _ �yY £� _ g � � � � � � s � 9 a f g p¢ 2 9§ S se � � q ¢ 6In 170.0 620 170.0 431 fM.0 744 170D 475 170.0 M 170.0 6W 1170.01 992 170.1) 519 170.0 1115 170.0 621 170.0 1240 t70.0 521 Into Had 170.0 521 IM.0 17M 179.0 521 IMI) 1983 170.0 01 48b 17D.0 TO 1700 524 170.0 850 17MD ON 170.0 OR 170.0 MI) I 17MO 1133 170.0 061 170.0 1275 170.0 677 170.0 1417 1TOD 660 170.0 17W 170.0 610 1710 103 170.0 O80 151.E =4 170.0 M 50875 in 170.0 747 1170.0 UW 17U 00 17MO 631 170.0 1046 170.0 684 1=0 1195 17LO 1 723 170.0 1345 1171XD 747 1170.0 1494 ttOD 750[742 17W TnU) TO 156.0 1910 170.0 758 130.5 1919 170.0 756 64 La 170.0 797 iM0 et2 170.0 955 170A BB1 170.0 171E 170.0 T6/ 170.0 195 170.0 BD3 t70.0 1434 770D 637 170.0 159{ 170.0 85660 in 170.0 ON 170.0 701 170.0 1063 1710 7W 170.0 1240 170D 8T6 170.0 1417 IM.0 9M 170.0 IM4 17U0 9W 165.6 1619 IM4 I= IWO 170.0 IOW 111.0 IS19 77UD1053 97.21d19170.010WMtn 170.0 WO 170.0 745 170.0 1116 1MO 660 170.0 1302 iMA 940 170.0 1468 170.0 1015 156.1 1542 170.0 1076 141.0 15U t70.0 1122 1542 IM.5 1158 100.7 1542 1679 1157B&I IM 1679 1157 661n 170.0 674 17D.0 T89 170.0 1169 170.0 9W 170.0 1W4 170.0 1002 1W.6 1472 17D.0 1098 14LO 14M 163.6 1148 12e,5 1472 1S18 1130 1472 147.E 1108 91.a 1412 148A 1104 50.3 1472 14t1.0 1104 72117 170.0 10W '170.0 00 IMO W5 '170D IMS I50.6 132D 46d2 1101 132.0 1322 149,9 IOU 117.3 1320 137.E 10M iOA 1921 12&B f049 13M 117.0 1024 76A IMO 1128 1D13 60.0 1320 112A 1012 78N170D1122IM.0937149.E11B415&41013 1292 11414 139.0 994 II2.2 1104 125.7 978 iW.7 1154 115.3 064 89.8 11M 107.E 0"0 1184 27.6 O11 6M 11M 911 127 51 1114 923 9267a to 160.1 1124 Into 887 138A 1124 147D 9W ttao 112{ 128.8 847 16J.6 112< 115.8 Wt 923 1124 106.9 978 W.0 112{ PeD eae 1124 6&0 890 S0a 1124 &.3 aB1 519 11u M2 878 W57 108.1 1111.5 750 90.1 844 94.3 736 772 844 Ml 724 67D BM 73.3 712 60.1 BM I Bag 702 540 6" 61A 693 4UD 844 1 54.2 SM 380 044 MD GM 33-8 844 47.7 662 Win m.1 742 919 6W 742 742 772 6tb MG 742 612 641 65.7 742 69,8 M1 69.9 742 Mi F02 M.5 742 48.8 614 37.1 742 416 600 31.0 742 918 690 279 742 37.6 58{ ice In 62B 586 638 530 52.i 6W 5L8 fat 44.7 BOB 40 513 39.1 686 41.4 605 31.a 688 37.3 4416 31.3 ON 342 492 29.1 08 299 481 22.3 BOB 26.6 472 19.5 5M 24.7 468 "Ib 57.8 555 6&8 5W 46.0 8M 49.5 496 411 655 4L9 467 38.0 555 38.0 M0 32.0 555 342 473 28.8 M5 31.3 461 24.0 656 T1.1 157 m.6 655 2L3 4M 10.0 555 214 442 1201n 48.6 475 40.4 493 36.0 475 39.0 426 32.8 476 at.T 420 269 475 29.8 {74 Z53 475 28.8 409 ae 479 2L6 404 iPD 475 2I.1 395 i&3 475 1&7 387 143 RS 172 361 1Min 20.4 330 26.7 3M 2L0 3M 224 S01 t<e 330 193 2B7 1&5 xs0 170 - TABLEIB- An hor Capacity Table b9 SeteUata ZAC-W.- 15k Cam. Kdlan m1U FiUed CfAU PT wd Umd Anchor COp PatternsAndeorT7pC 3/18'EIee UIlaxA1 1/4`EMa l90sm 5%8'67oo un- 3'7Y 64o Uh- 1M'Eb41181eom 11CSSEIm A9preGRW MV EI. ( t6 W IWSSEka A90eGaW 610S1eN S-(M tH28WI SOnr((3>) 812SbW 6c-(W) Edge detema Mk V M17 1' 2.1& 31R' 11 2-1ir 1' 1 2• w 2' 1 MAT! T 0.48' 1 0,W 0.32P En0leanmt Onk 43/P 13/4' 134' 13/4' 2' 1-114- 1-114' 1-1/4' 1-Iw 1414' 1.1/4• 2- 13w tale` •i dea 2Anehare®4.7YM1n.0.Q/euhdenlar O(bal Cep(FIO. task 390 W5 3002e 450 b5 8909a 1644Its 2700» 2e911a 354W 7409. 3741be 6041bn 946M 3419. 442Iba 5ED16a 4Amhom C 22Y MR. O.C. / 96ada1d WO84e0 CEO ft 4 700 Eta 7W be 590 ra 1001be 952 ba NIA wo Im WA 630 bs WA 860Ibs WA M2 the 991b7 1120 be BAn4hcm G IAYMIn. O.C./ BUOdad(w09ten CDp Fg. 4k WO ba 1400IM WA WA WA WA TOO IW WA WA NIA NIA WA 13630e 17702a 2240 ba 4 Amlon ® 3' Mn 0.1- /p3249An9b Cobs / ff12. 6k 780 ft 7B09n SM be 1560 be 1895 be 540 Its 5501bs WA 750 bs 74816a 880 M. 18B20a 682 M US It. 1120 2a e AmM1e®T Mn O.G 7p3at5An0a1 ❑be /p39. 5k 1170bs 1170 ft iMOV. Zi40b4 2B440a 810 to 6401be WA 114D It. 1122 bs 1320 bs �Oa 1022 roe 13279w 1BB0 Lo 4 AMh-@0.4Y K.O.Q/U•O1p, 84a J1 A .(R9. Tk WA WA WA WA WA WA WA WA WA WA WA WA NIA NIA 1430 the 2 Amhc•®2 F Mb. O.CJ F•❑b(Fig. Or 3M Dn 9509n Mba 705 On 475IW WA 2509» WA 3151b1 WA 440It. WA 341On 4421bs 5601e 4 Amh-{0 t.1YMh QG/F-a 03. 87. 4W. 7W bs WA WA WA WA 3502. WA WA WA WA WA M20n 6551D3 11200r NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP - =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN ITIS LOWERTHANTHE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED O QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TAB LE TABLE NOTES: FIGURE I: FIGURE 2• FIGURE3: FIGURE4: FlGUREB: FIGURES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • • • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR OLATION BETWEEN MULL LENGTHS R OPENING IS • • • • • • • • STNALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARENOTTO �E FOREXACWIDTHS SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURES:' FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 6&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sal SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM O ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.I25'THICK STEEL STUDS O BE A MINIMUM GRADE 33 AND.0W THICK (18 GAUGE). STRUCTURAL STEEL O BE AT LEAST.126- THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERAL #11) & #12 ANCHORS INTO WOOD MAY BE STEEL, 1"S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code Noa.Ne- 17-0630.11 Expiration Date 05126/2021 owl LYNN ` a: uCfeAlgF •• �t'�� Q' N❑-68705 '.?3 ATE I�.J��� `yS,�0NAL EN``� A. L4}•llurNLLg, P.E. FL P.E.# 58705 TART F AC Mullion CapaeW Table ) Opening Width (torvmtmllyapem7rg mullions) or Openlllg HaW (torhorimrte*Wrining mt39otes) 60in ®b 701n 1 so in sob login 1201n 140In leoln 126"R p-wnoar Lmft I T1rprr4451i, L-ftip Redmpry Laaidng 7lapmfan0. L-&g RerAaagpBw L.*q3 Ttapinlsa9. LmdaaB Rzctelgu'm LoeQi9 48PeT&M L-V RwidnaW 1oad18 71tO wmap. L-dm RedenyWaP Lmdn9 MWIllaan8. l+.ne Redmteda L-ft EaP B Lmmm 7deCmatNm TmpllYhag. L-ft fledleap4m Loading 7aayMma. Loamap 1lwx 26V AIUM Tube Mull & n a a Al-, a a a 11 a 1 a ea a Aa A9p' d Is a a a a IS a as a 42In 174.0 B7D 170.0 435 1170.0 7" 170.0 478 ITOA 80 1TCA See 170.0 992 170.01 619 170.0 1116 1Ta0 Ml 170.0 12" IMA 521 17DA 14S8 17a0 521 17U 17M 170.0 R1 151.6 17M 1702 SM 481n 17a0 708 17D.0[7- 17MO 550 17Q0 584 170A SM 170A EM 170A 1133 17a0 681 17DA 1275 17DA 6T7 170.0 1417 Ind 6B0 164.E 150 170.0 ado In? Ida Ing s8o 118.1 Idle 170A no SOA751n 17a0 747 Ind 170.0 US 17U 631 170.0 1048 170.0 6S4 170.0 1195 170.0 723 170A 1348 170.0 747 187.0 1463 ROD 7W 1392 146E 170.0 756 1183 14SS 170.0 768 104.4 1468 I= 758 541n 170.0 797 170.0 110.0 SM 170.0 Sal 170.0 1116 170.0 T54 170.0 IZ15 17UO . Imi 137E 170.0 637 140.E 1378 17U SW 1Z23 1376 170.0 BBt IOU 13M 110.0 881 917 1378 170.0 681 60 in Ima ads 170A 170.0 1063 Ing 707 INS 1168 170.0 575 130.0 1158 167.4 Sm 1238 1158 158.E 919 1112 1158 1S0.0 B12 BL7 115a mcm 905 7m im 144.E 905 ms 1155 t",B 905 63 in 170.0 930 179.0 IWA 1051 170.0 660 1372 1051 155.9 8@ IZDA 1051 14ZO 848 100.7 1051 1323 837 bill 1051 UL7 U30 80.1 1051 119.5 8M BSA 1051 119.1 821 6a0 1051 119.1 O21 6 65In 167.1 067 179.D Id. 139.3 957 151.8 805 119A 99 134.0 790 104,4 07 121.E TIT 928 887 1128 787 83.6 BSI 109.E 769 691 957 10a0 730 69.7 057 08.9 749 E22 857 9a.0 748 '721n 120.7 se4 1352 1073 604 11a2 -984 81.9 804 1012 671 80.4 804 91A WO 71.5 804 54.1 650- 64.4 8W T&S. 60 53A $04 723 633 4" a04 09.9 SM 402 SW SOA 628 781n 109.4 M 114A 912 722 972 618 T62 722 963 sm A&4 722 7@7 We BOA 722 Ta3 568 54.7 722 e&5 add 4aA M2 1§b OM 29.1 722 56.7 665 342 7M 5@2 504 a 73 In 1012 685 1053 $4.4 M 69.6 SM 72.3 W5 MS S77 033 MIS 70.5 588 562 M 846 660 60A 685 SMI ® 422 635 54.3 50 392 00 51.4 537 31.0 685 50.7 536 90111 BSA 513 1 65.0 457 64.9 515 51.5 449 1 47.1 515 1 50.1 441 412 Sid 44.7 434 36.0 516 40.6 420 33.0 1 515 37.4 44 VA 613 33.1 413 a5 61S 30A 407 =0 615 211.1 401 Be to 543 453 65.6 464 483 483 47.1 397 38.8 453 41A 39I 33A 453 36A 38S 302 46.7 330 379 172 4S3 30.4 374 23A 453 MA 3W 19A 453 243 360 17.0 453 729 358 NO BI 39.1 WS 39.0 3M 31.8 3B8 32.8 did 21.2 358 29A 313 23.8 358 25.2 30B 21.2 358 227 304 19.1 368 20.3 300 15A III In 35.1 338 35.6 306 29.3 338 90.1 301 25.1 33B 16.1 29T 220 378 232 2B3 19.5 338 249 289 17.0 3W 19.1 285 120 b VA 290 28.3 254 272 780 T4,5 2m 1Aa 2m 20.11 Z58 17.490 182 Z53 154 290 1@!149144 :mi - - Inlilt'Ci1 tfl3 186 - - - - AnchorCapaclity Tablefibs) sutra 79Cbrc1d6 35k C= I Ndw[Sell Fllled= I PTW01d Mdal Mohor C6p Patbme Andla7ype 37f6•BcOlNrdm v6 BcoU8nron 516' EICo ur-on 3t16'9m1R118CV1 US FJcoUeacon i/a' Bs aCo AggCGM" 5NB' FYo UMKM AgVAdtr V4' S9 FJCoINIA N12 Sorel 3G (C3S] w2StreI SCMP5) FAga 73swr P� r 2-vT 1• 2-12' 3-718 r 2.vr 1• 2N7 Z• b7IP 7 a61' a37Ir BOtrenml n 144` ta'r ' WC 194' r 1-114- 7-va• 1-114• 1-v4• 1-114• 1-tIC 2 lave• valrs 2Arcln®4147E Let O.C. I SWOM miO tCOP F417 39901 9m On 45091a iB0164 1644 N8 2709n M08 354103 mim 374lb5 66416s 946 m1 4420a 56onn 4 AreM It IA • MIn. OA l Staldead (Or Old) CUP 099 27 4BO N4 70D M. NIA WA WA NA am m9 NIA WA NIA WA WA ees m3 11m b1 4ArctM 4; 9'Mirt O.C./(7j 2t5Ar¢0 COp9107¢3f 7®®3 78023 680 Qn 75®@1 1B96 Be 5401Bf 6A1 Ba NA 76010s 7ae b9 8800a t802 B8 8859n 11209E 4Arcm5®0.45• Mtn. Mr. t U470p• 0eo.12@ Abm(P19. 4j NA WA NA WA WA NA WA N/A WA N/A WA WA WA 749DM. tArctnfl FC8P 0T46T iQi ®B 19608 ffim 445 A9 mt. I"R. I'mm mt. 37oit9 1971a1 dmit. Q31td =10e zeomWA WA NIA WA 19)9a NA WA WA WA WA 4Q 06 d6026 ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP,,,,) X ( ANCHOR CAP.,,,,,,�,� _ANCHOR CAP.- MUW ON CAP.,,•,n•. USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. rvtJ 1 c run I ne urrac 1 a.ur, uac a nc onmc w5a.n�rc rna a rnry rvvv rvvw>un vn��w.v a n� a,rvvvaw wr. FIGURE 1: FIGURE 2: TABLE NOTES: • `. • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE3: 0 ANGLE CLIP MUST BE USED 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, BEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: • GROUT -FILLED CONCRETE BLACK UNIT(CMU) SHALL CONFORM TO ASTM C-9R WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125° THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125• THICK AND A36. ALL • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL . #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS. OR 410 S.S. C PRODUCT REVISED as compI92 with the Flodda NOA- 0g CCoodde OA-r7e, 17-0630.11 Eupim6on Data 0fi/26/2021 1111Nt11� L' NNdi�''% � •. 5.10EN3�c'•. ��� �i * : No. W705 pO ATEO'� �� A. LYNIV IMICLER P.E. FL P.E.# 58705 A TAP[ F GA Mullion Capacity Table a0P) Cpenlnp WN61(torverillm"annine mAom) or Opordna Ho111ht(Torhwl2onlsl"pat361g nB4lam) 601, Got. 7oh so 1,1 so in Win 120b 14011 1601n 126E 325 2.100 17.ateop,lm La�tq Imp g- Lwdn9 PA41a16,r4r Lmdnp T,.W&e. Lmdnp P.A pler Im&q Lep/Tds09. Ladle Rmts,91fm Ladne 1 LOP,fi3O (Avleeptlar Lasdnp Tts VTMrg. Loedn9 Ps9rhr 1m, Lnnd010 Tn 1*.g. lned6p P4dl git0r I.ad4fq Trepflihla Lmdma it4atmi0Ssr 1a4din9 mMd.,a 7nedm7 R.-bl elan Lmdm Tmprrb 0- L.'m aTu bbe 42h 1700 6M 170.0 436 1".0 744 1R0 -!2- 1T0.0 888 170A BOB 1TD.0 992 1700 619 170.0 1118 1TMO 521 1513 1118 IMO 521 127.7 1118 170.0 521 1095 1118 171L0 521[13 7118 110o B21 deb, 170.0 7C8 170.0 624 1R0 650 RAD 844 IBIA 970 170.0 670 14flT 978 170.0 681 ,BOA 0/8 MO On 117.3 s7e 170A 680 97.8 015 170.0 NO 818 678 17(LO 080 SIR MO OW WROI, 17D.0 747 1700 563 170.0 890 1700 631 1507 927 1TU 684 IM.9 P27 ISSS 7W 117.2 921 11 698 IM5 W 160.3 ON 87.9 227 1683 ON M4 227 15a3 895 ➢27 YAt.3 @IS 841. 170.0 IV 17MO 612 154.5 BOB 17ao BB7 I= am 153.9 601 115.8 09 141.6 No IMO 668 MO Wo 2L7 869 12UA e54 71.8 N9 1208 852 8U 80 1208 652 88S U&B 652 60h 1432 746 M.8 BM 118.4 748 1]23 620 I023 748 117.8 W8 $9.5 748 107.8 50 IDA 74a 101.9 M2 71.8 748 BOX 59 59.7 746 9" us 51.2 1. B13 583 748 839 BOB S 89h 121.7 6I7 13A0 678 1011 877' 1111 686 BU B71 f00A 556 713 WI B7A 589 607 67/ B32 839 6fA 877 81.0 6]4 51.e 677 77.0 Ste 4d2 817 70.7 028 677 7fl7 629 Sall, 107.6 BLT 114.1 530 6a7 017 9r.6 SIB 76.9 617 W3 SOS 67.3 517 76.3 WO 69.8 817 rz8 4B4 W.0 Bn 68.7 488 "Al 617 04A da9 ]B.4 BIT 017 482 817 ei7 402 p72h 028 518 67.1 45(I 68.1 616 742 MO fief 618 0.i2 432 51.6 518 68.0 425 48.1 Oil 542 459 41.4 518 50.7 414 34.5 518 46.0 408 •29.8 SIB 46.0 405 518 Ll0 4aS .1 70 h 70.6 495 '73.7 4oe MT 485 WA 398 SU ' 4B5 949 390 41.f 655 4PA 380 392 405 ' 453 378 W2 465 422 374 29.4. IBS 383 a87 21.2 465 38.6 364 22.0 485 3fl2 US 78h 652 441 fiflo 38f Bl3 "I 67.7 379 46.6 441 5a6 372 40.8 441 45.4 38a 382 40 41.8 ]60 32a "1 38.7 356 272 K1 34.9 149 ZL3 441 311 3d8 �d "I 327 $45 BON .4 932 41. dUe afl4 382 No 28s M3 332 313 234 2fla 812 28A 280 23.4 332 20.1 276 212 332 24.1 272 17.7 312 213 285 152 332 10.6 22 113 M2 1A7 200 951n W.0 291 3S9 2SO 2A1 29f 30.9 211 1 R91 2fl4 212 21.8 201 23.5 248 19.4 291 21.3 2" f73 291 1P.5 241 1&0 291 17.1 238 1A6 291 I&S 232 109h 24.8 R30 2A1 208 20.5 130 21.1 205 17.5 230 7fl3 201 1U 230 16.2. 188 1f1 h 2AB R18 211 107 109 218 18.4 194 1B2 27B 1fl8 iB1 14.1 219 14.9 1® i20h 172 101 ifl2 170 1 14.9 1B7 18A 1e7 AM orCupoetty Table 11m 80sV Alt C4mrel6 3Ait Ome. H.Om cmu R4OCMU P7Wood Mete) AnehorCOp PatMma A1ch4f lyPC 0/10'F]ro 17Rrecon 114•EFa l86eow d16'EW uhecen 3M6•Elw UOmwn 114• Ell lRltaean 1/4'BSEsP AppeGOtm 6'18'Elao UitrsOn llgss Eb. ADpet8lm 9I08t1 Boar (OS) M2Stse1 9m4,1 (OS) 912WM 90rew 109) Epp Ohldrna 0nk P 241P 1' 2.1Q' 3.118' 1' m7 1' 2-1? Y 3-1/8' S 0.48' 0.54' O3Ml. E016sdmvd fn 1S/4' 144• 14/4' lar 2' 1-1ld' 1-1/4' 1-L4' 1.1/4' 1-llr 1-1/4' 21 1.9B• I-w wdo. 2A 94.75•M2n.O.O./S=ndHdROdee1QIPB°I0. 1k 390 Es 3900s 45014 83D M3 164404 270 Be 29O lbs 354M 740IM 3741be e84 am B46me 34195 4421SO 6W ft 4M0hm ® 1.15' Min. D.O. / ebmdmd (or Ma) alp (Fig. 2) 480 to 700 u WA WA WA NIA 3801be WA WA WA WA WA eel On BOB lb. 1120 6n 4 AWs III 9'Uh O.C./ (2) 2A5 Anita taps 1(Fla. 31 760 bs 780 bs Bea be 156D ms 18:0 Ds 5401bs SW On WA 790 m1 748 lb, Sao Ds 1692 R. 6a2®e 80516e 1120 IM 3 An4has 6 G-W Mtn. O.G I U4Xp, h1o,tOPAWm. (Fp Ik NIA WA WA WA N/A WA WA WA WA WA WA WA WA WA No 1ba 1 Arc9m/ FLTIp fFh bk I.. 196 to 779 be 4/S Om 622 ®e 1350e - 1400. MR. 3TO It. 18710a 332 Bx 4T3 ®s 170 Ob 221 b 2B0Ibn 2Am0ms Q 1.15 Mbv O.0/ F-G1 6 240 b. 350 h WA WA WA WA 190 Ns N)A WA WA WA WA 341 me 442 ba B00Ibe ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,�,,,,,j (D m) X `MULLION CAP.,,d,,,d,/ 'ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. T WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACTTYTABLE FIGURE I: FIGURE 2: TABLE NOTES: 1.2W r1260"•�i • . ,)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMA77ON ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: ANGLE CLIP MUST 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 9250• 3260' BE (15® IN PAIRS. 4) SUBSTRATES: CONCRETE SHALLCONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FII I F CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: TO I BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .UWTHICK (18GAUGE). STRUCTURAL STEEL TOBEATLEAST.125'THICKANDA36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8. #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. .'II, 1.25 X 32S X. loop 125' X 326' X .10D' MULLION FOR MULLION FOR olp FIELD-MULLEI) UNITS FACTORY -MULLED UNITS SLgg €3! E ® o In w z W� K O L7 � K W co 7 (n F U W g I: -a J Q Z h O Z � U n X-( PRODUCT REVISED as comp In with the Florida BaBdln(1 e NCA No 17-0630.11 Expiration Dato j 5 612021 * No.6870.5 . i �s''•ssssFCrrrrORtDP,.= G\�� 70NAL 1EC`��� A. LYNN IL�ER P.E. FL P.E.# 58705 TART F +nA Munlon Capatlly Table (fbeRP) Opening W1d01 (k+rverticaBy6pa1N1tg millions) orOpening Haight (TDrhoilzo is"penn-M nn950m) W in GO b 701. U 1, 90In too In 120 1n 1401n 160In 126 %326 :.eu Rae S' Lmd1e9 Tr2LpMt-.& Imding RedOn9dm L.29 TaP/f&0g. L-ftB lult. ila LaedlM Trvprdnn9. L.*g ReebnpAer Laedag TapTlan9. I. -In Remn", Ludeg Tap/rda�9. n.enaog Rastm al. Lmg g TnyfAu9. Leding RaCmpda Clod g Tnp?d9n9. LodbO Radmgder L0vdb9 7bpTAmg. faedbg f4lemquler Lmdn9 TapTdmp. L.&M Anpn.74be T T-0- �� oP sts =g c� c"� B tt,(� a'� a �E ',. U cb'• s U �} Lgs g _ :�. Uy 9�'=� s U s .- $s PiUy 9� us 9� a �� �a �� € V� 2a r_mtonao € G'� me c'� a 6� t g€ a•�' 4�b �a 3.i�� >e H Xe 42In 170.0 620 170.0 435 170.0 7A4 17U 470 179.0 B58 170.01 506 IM9 992 170.01 519 170.E 1116 1710 521 1170.0 tM0 170D 1 edf I 1n.0 I 14M 1711.0 1 521 117110 1 MS j 17LO 521 170.01 19m 1 170.0 Sit 481n t70.0 700 170.0 WA 170.0 850 it" 5% in.0 992 170.0 630 170A 1133 170.0 661 170.0 1276 IMO 677 174.0 1417 170A 680 170.0 1700 1711.D WO 1647 1978 170.0 680 148.6 13n 1nA 6m 60.681n 1T9.0 747 170.0 553 1T0.0 896 170.0 631 1709 1046 1700 684 170.0 1155 170.0 723 T70.0 1345 170.0 147 170.0 Um 170.0 758 170.0 1783 170.0 756 IMS IB77 170.0 766 13L5 7WI 170.0 756 64 In 170.0 797 170.0 GU 17U 966 171LO 6% 170.0 1116 170.0 754 170.0 12TS 170.0 8m 17U U34 170.0 837 170.0 tM4 170.0 856 166A 1769 in.0 891 134.1 1769 17U 681 ITO 1T59 170.0 Sol 60In. 170.0 B65 In.9 701 170.0 1063 17G.0 7ST 170.0 t240 iTU B. t70.0 1417 170.0 944 lot- 1511 17a0 A98 115.0 i611 170.0 imi 120.8 1611 170.0 1063 1mS 1511 170.0 ID6] 90.8 1571 170.o f063 43 in 770.0 830 1ne 746 17a0 111E 179.0 ass 17D.0 170E 170.0 9/0 7�.6 13ro 170.0 1015 13S2 1370 170.0 1076 125.3 1370 164.0 1182 104A ISIS WLS 1072 885 1370 16U 1070 70.3 taro 165A 10m o %in c 170.9 974 170.0 783 1709 1169 170.0 9m 165.6 1248 170.0 1002 t352 1248 191 1013 121.1 1246 147.1 IBM IOU 1240 139.0 W9 B08 1240 139A 9n 77A iM9 129.9 975 Ull 1248 129.0 975 72In 187.8 1639 Ilia B78 1349 10/9 1502 692 118.9 1049 D21 875 101.9 1019 119.1 860 932 10{9 108.T 818 Big 1049 1027 B38 699 1049 %.] &5 599 1019 912 �0 62A 1019 91.1 A70 v 761n 142.7 9A1 t49.1 an Ita9 %1 t248 806 taco %t t112 791 892 941 loon 777 793 %1 9L7 766 nA S41 95.9 767 MA 941 77.6 744 51.0 %1 74.0 737 442 941 7313 736 out 7B in I044 13r lag,6 1101 5% 1119 TQl 842 5% 1924 753 US B% 91.9 740 713 894 e3.1 731 640 6% n] 771 56.0 B94 70.7 707 /7.1 894 670 n1 413 B% 6fi.1 698 BOIn 05.9 871 88.7 618 7L6 1 49 5S 61A 71 SO 675 s746 1 47.7 7 28 5 43.0 71 U 551 35.6 071 43.1 MS 30.T 71 397 531 24 6I WS 926IT 961n 70.9 590 T2.8 627 540 690 61.4 518 60S 690 61A 609 443 530 47.6 502 393 6S0 43A 494 35.4 US 39X 400 295 6% 34.7 477 25.3 590 31X 469 22.1 WO 29.0 464 1031. 49.7 465 50.0 421W41.4460 428 414 355 486 37.1 US 31.1 49 329 4M 27.6 466 29.7 3% 2A.9 46a 27.1 391 20.7 466 745 382 11.8 As 21-2 375 16.6 466 19.6 370 1111n 45.8 441 48.7 400 393 393 32.7 441 341 387 28.6 441 302 US 264 4d1 272 3ro 229 M7 M9 37219.1 441 21.5 363 2.4 441 19A 356 N.3 441 119 351 9 31A 339 25.0 3n 260 334 217 3n 23.7 329 2a1 37B 21.3 3S 18.1 376 19.6 321 1S1 378 to.7 ]14t441n R. 2; 212 M2 17.8 239 15.0 262 16.3 236 TAR[ G Inn --- AncllorCeper3ty Table (me) Sues 27t CWMn sat Cat HDIN CMU FOeOCMU PTWOOa Mdd MdferCRp PatNme 3'f6'E]000dam LC BeoU018em Btu 13rA Um-9HC Bco U6lson It's, EtoUdraten !r4.6s F3eo A97eOelo< 5fle-Eko Ulm- Ire SSEko Aggnd; Mutual S-(M #123taN S-(cb) 012 Steel Sue Pb) edge Dn32e OnI i' 2.1/7 1' 24rZ 37/e 7' 2-0/7 1 1- 2N2 T 3418' 2' . wor a6e 0.22e Fm9ednen 15/4- 141 7011' tare z 1-YA' 1-Ire 7-i14' t-tie t-tfe 11/4' 2' 1A'8' 13rR vies 2ACNn ®473'Mn O.CI smnum Or Oibet p161X SW I" 39D IM 45008 890 Dt 16U On 270543 29009 364Ins 740 ns V41es 664 me 946 bs 3411s 4428E 5609% 4Arth-l'41.15'M1n OC./dsd W Qm0Icup IRS. 4 4BO 1. 700 Its WA WA NSA NIA 3801N NIA WA 141A WA NA 6821n m1m 11200n 4AM IOS•Ma. O.CI(172C6AryY Cox(Ing. 4 7800s 7806a swm 1660 D9 1806/s S400u 560 On WA 760 mS 748 Rn B801a 189211 6829n 8640n 1120 to 3 AmW.0 0.5C N9L O.C/ Y90.W0'AN01 pT94X NIA WA WA WA WA WA WA N/A WA NIA WA WA N/A WA 060Ite 1ARhtrr FC6p (Rg 3j t9509 106+ 2255n 44561 8. ue t95 Bn 140m 1771s ]701m 187 ob 9ffi 01] d73 So tt0an 221 0x 2B0 Cs 2Ane610 441.7S'Mrt O.CJFCty a 240 OM SM b4 WA WA WA NIA 19016 NA WA N/A WA WA 3410n 442 Co. I660 On FIGURE 1: FIGURE 2: TABLE NOTES: • • • • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLDW FIGURE 3: • • • • FIGURE 4: FIGURE 5: FIGURE B- • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE ANGLE SHEETS 21-23. HOLES TO BE ORO.LED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-2$. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. USED IN 4 SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPEGFICAnONS. HOLLOW AND W Pam' GROUT --FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (10 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, IBA S.S. OR 410 S.S. (OP,,,) X MULLION CAP.,o„ee� -ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTE I MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRYTABLE 125'X325'X92P 125'X32WXAW MULUONFOR MULUON FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS PRODUCT REVISED as complying wlth the Florida Building Code NOA-No. 17-0630.11 F.9lrati0n Date 05/26/2021 '� � 1,1GEN@F ••• ��� i * : No.58705 4-41 '•. �/14 70NAL A. LYNN MILLER, P.E. FL P.E.# 58705 4 TART F 11A MURIOn C4 pectty Tabla Obalfit) Opalgng Wd6h(brleAicS 5pamfip mullans) orOpenklp Height(mrtmdmdBl"partnIng mtl6ols) min Gam lob tab Salo loam t20 in 140b ISO In 426a334 a624 RaclaiyNv Lvrdng T-7"- L-r g Rp.gdv Lmdbg TrvplTdan9 laadrp Ract pw 14aNp T-vr-g. LnaBog Rectmpilu L4adnp TrvpTdep. Evading Rad4npdar Lmduq Tlep?dm�g L4afg 114miaNm Lmdmg T,gyrdag. LnW4 Radan901. Invfa Trvpreeny Lvadng Redmgar ft %pTdnng. Lvadug Rnvevngdnr Lvadng T.PT.* Loading Atun.Tuba IauNob '� 43 3d.. :®. �& 1� 9 �e 'fi., @ ka 8 3$ P. . 1669^. 8a�.8ail �.. TJ 9., S ., y '� 8.. 9T �.. B '�... ire dTr. '�', �� '�, € u :& O A �� a Jr 's., :€ 'b s �. `d .. fad, �„ �a RA '� $a, -f & is 42In 1T40 62a 1 170.0 435 17U 744 170.0 476 170.0 869 170.0 1 606 170.0 992 170.0 519 170-g 1116 110.0 621 170.0 1240 VO.0 Sh 170.0 NO 77a0 US 170.0 1736 Iran S21 170.0 1933 170.0 W 48 in 179.0 705 110.0 SU ITO.g 660 440 56a 170.0 M1110 1 E30 i7LO 1133 170.9 6" 17LO WS 170.9 877 1T0A 1417 170.0 sow 170A 1700 Ima fibs 17U 1983 IMO MO 1710 2267 170.0 660 SUB b, 17a0 147 1702 1740 896 170n SM IT= IOU 170n E84 170.0 1185 170.0 723 I?LO 1346 170.0 1 747 1170.0 U94 170.0 766 170.0 1793 M.0 765 170.0 2092 Imo 765 1T0.a 2391 170.9 765 641. 2.0 737 1" .0 1 St2 ITO.O M USA 691 1".0 ills 170.0 764 11111.0 1276 170.0 603 170.9 1434 170.0 1 ON 170.0 ISM 110.0 856 170.0 1913 170.0 851 170.0 MI Imo BB1 1602 24m 17U Sol 101n 1710 Bee 1782 701 170.9 1063 1740 737 1".0 17Ao 170.0 076 1711.0 U17 70.0 844 i710 ISM 17U BM 17a.a TM 17a0 1033 Imo 2125 IMO 100 1443 2183 170.0 1063 129.8 2153 USA 1063 631n 170.0 330 170D 716 ila0 lttfi 1R0 859 19.0 1302 170.0 940 MIS 1481 17U 1016 1TOD t573 17LO 1076 170.0 I859 iMO 1122 15M 2050 17a0 1169 U&S 2060 I7a.0 1171 117.7 2cso 170.0 1171 fifib 170.0 974 170.0 7e9 Imo 1169 IMO SM IN.8 064 170.0 1002 110.0 ISH 170.0 1005 170.0 T753 17a0 1156 Ilan ISM 17a0 II10 143.0 1946 170.0 W5 tt25 19a6 1".0 126B 107.2 ISM 170.1 t236 71b 170.0 1061 170A HTB 1740 II75 1Ta0 I009 170.0 UN 170.0 1129 17a0 1T00 170.0 1229 164.1 134 170.0 1315 139.7 Ti34 199.0 U86 tISS 1734 165.2 UR 29.1 1734 ISOA 1962 86.7 1734 1502 I= o is in 170.0 1122 170e wor 17U I= 17a0 10A0 1W5 1655 1T40 1701 117.1 1556 1652 7286 1]L1 1666 15t6 7266 11T9 7666 U13 7251 983 1556 12L3 t2S b2 1556 1223 1219 7i7 1556 7712 tt16 701n 17a0 1151 170.0 BB7 17an 13B1 1MO 1119 155.3 t4R 1693 INS 136A 14TT 16U 1224 1212 W77 139.1 120fi 109.1 U77 1293 1191 SOX U77 116.9 1169 77.9 1477 IIO.8 1168 662 1477 1093 1164 901n MO 1110 U65 936 113A IltO t27.9 563 1015 1110 ISMS 951 88-0 1111 963 146 70.9 111a 875 SM 7t0 1110 807 910 d92 1110 773 891 W.7 U1a 6a6 B7B 4U 1110 62.7 8/0 061. M.O WS 1203 172 975 975 lots 966 03.6 975 B89 Su 732 975 Tay 128 66A 975 712 817 Say 975 GSA 807 4aB 975 67A TOO 41A 975 623 776 96.6 976 493 76T toem 122 TTI 64A 696 6B5 Tf1 7D.7 685 5B.7 771 61.7 674 61A T1 647 66/ 15.T 7T1 49.0 665 11.1 771 /45 ti17 343 TJ7 ]B9 632 29A 711 36A fi21 25T T71 72A BII 1111n 757 770 773 661 6i1 T70 6s.o as 64.1 730 563 640 473 730 4a8 631 42.1 730 45D 627 97.9 770 41.1 6U 315 770 756 SOO 27.0 730 312 689 73.T 730 295 6B1 120in 693 EN 61.0 SET 49.9 SU 512 660 42.a 62d {43 662 375 124 392 1U 33.3 624 353 Gil !a0 624 a2.2 631 25.0 B2{ 27.7 519 21A 624 24A 609 1a7 6TA 225 607 tUm 9/.7 437 36.1 410 2B9 43! 29.4 395 24A 433 25A 39a 21.7 431 22A 785 193 433 20.0 381 17.3 433 132 37/ TARI F 11R -- AnchorCapadty T�bla(Iba sut t n. 271t tbl m Mc- meow O1U FvndcUU PTWnw Mdn AneborC6p Ptpsma An411Q7gp6 31t6•E74a u1tacm vs �ouemxon 8114 a10 UK- 31ta E7co lBltsan va•IX oubac0n v4'SSIX Aggra2dor Bt6•ELO U1mcm v4•RSErn A�Ya 410Sled Scte4r(c,6J 812Stnd flue. (O9) #tt S15d serer (G5) ease llWaeeMT I. Lv7 1' 2-v7 *-IV 1' 2-117 1' 2-v7 7 341 r O.1W aw 035' E]ntedneM An 1&4- I-T! 17w I-vlr 7 1-ve 1-ve 1-1/4' 1-ve 14W t-UV 7 1.YB' 15B' ..I. 2 AntmR 04.7Y LUn 0.G1 BMW= OrCI d4$034 II sm0a 390W 45D 0a egoPo 1614In 2M IIh 20016 3541m 7401b4 374as SEA 046 Sol341 ma 442 m6 55015 4Artaan ai.t5'Uat O.G/5@ Or Oxen Cap M. 27 430 09 700w NIA WA NA NIA 380 b4 NIA WA NIA WA WA 6821bs 6856a 11200a 4ArrMrs®S'MIIL CLC/ M2d1AmInCW gig 37 780,13 78Dts Sea,w 15MIns 1m6ms 50Oa 5m bs 1(A 7601b1 74Bw 880 Me ISt¢04 S82 Ba 885116 11201W 4ArchmC 0.54'UtrL C.C./ ULOA bdn,lOP Mm Fa 41 WA WA NU WA WA N/A WA WA WA NA WA WA NA WA 12671h I AMrarI FLOP IMIM 105 ft 225m Oasm B22 as 796 b4 140w 177 gm Sm Ib1 Taw 9s2 em 473m. in tm 221Im mom 2Alth d 61.16• Wn O.C2 F-CEP ORO. 6y 243 b! 35) Oa NA WA WA WA 190 Its I NA WA NA WA I WA 30 Ins 44P me 6600e FIGURE 1: FIGURE 2: FIGURE 3 FIGURE4: FIGURE 6: I ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: FO 118 TABLE NOTES: (DP -IX �MU WON CAP-„o,o„� =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TORN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACE 301 SPECIFICATIONS. HOLLOW AND GROUT-F81ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.100' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAME). STRUCTURAL STEEL TO BE AT LEAST.I2S THICKAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL I S.S. OR 410 S.S 125' X &W X.624' MULLION W r-r{ CK 3 0 0 v! I z Z 9 0 U PRODUCT REVISED g wmp ing with the Florida NOA-nNo. B o1b 17-0630.11 OA- BcipTnUon Datay$ /2021 N -GEN �• No. 58705 '- o � ZONAL A. LYNN MILLER, P.E. FL P.E# 58705 4 • TABLE 12A Bumn SOio IWh in IWh 901n took. f2Ah 140h 1Wh R-tenpfer 7tapllifag Rw=VA. IB TmNNIQ, R.-WaftTapW-rv. + Tap/Idalg Reetn4+w T�Rd•g o< T/Ttl aAany. T ON f+r TaplMag f74M lv Taprfd•g. 2x4x 26 Z aro lmdna Lwd'W U dm laaa49 Laaft Ua&v W-dn9 U-sm L-ft Lmdtp Lmdnp Imd% La-mv WadaB L..M9 L4edV Laldp Alan Tube mullion £ £ £ £ S S S n 2> y S p a £e. m w 42h 171XD 620 170.0 as IroA 744 im0 478 170.0 M 170.0 sm 170.0 Ra 170.0 8/9 170.0 111$ 170.0 621 170.0 1240 Imo W VU 14W im0 &H tm.0 lm5 170.0 $21 I"A 190 1m0 s1 4ah Imo 7W 170.0 s/ 170A trso I70.0 6e4 1ro.a 992 170.0 mD Iron 1133 170.0 6e1 IroD I275 170.0 67F fm.0 14n +mo 600 1740 I700 troA aW 1170.0 tau tro,o 00 vo.D 2267 iron N SMM51n 170.0 747 170.0 6M 17U M 1ro.0 $31 170.0 tote 170.0 W 170.0 1195 Imo 723 17U 1345 f70.0 747 17D.0 14M +m0 7W 17M0 1793 170.0 1 758 170.0 2992 I= 7W 17MA 239/ t70.O 766 61h 17mm0 7W 1740 612 1roA OW170.0(.'91 170A 111e 170.0 7e4 1roA 12ro 1m0 849 170.0iQ4 Imo W170D 1594 Imo M 176D 1913 170.0 061 tro.o 291 /70.0 861 1m.0 25s6 170.0MI� L7 601n 1TO.0 SW 170.0 701 170A 103 170.0 797 170.0 T240 170.0 978 1m0 1417 170.0 9" In.0 1594 f70.01 BIe 170.0 1771 1m0 10M 17U 2125 ROD 1083 1ro.0 2478 170.0 1063 160A ZW 17M0 7063 83h 170.0 BMO 170.0 745 17oD 1116 179.0 B60 170.0 1302 17MO 940 1m0 148a 170.0 tote V0A 16T3 17U IOM 170,0 IM9 170.0 it22 7740 ml fro.0 1169 IM.7 2653 170.0 1171 145A 2SY VD.0 1171 y bah 170.0 8T4 1ro.0 789 1roD 1f08 170.0 Doi Imo 1364 INLO IOC2 17U 1558 170.0 1666 17aA 17L0 170.0 1155 170.0 190 171U0 1210 170.0 23M 1TOD 1276 151.9 2437 IM.0 12BG 13ZA 2437 170.0 t268 OK E 72b. tro.0 I= 17MO.0 H76 1roD 1278 1m0 TOW 1T0.0 U38 170.0 1128 1m0 17DO 1m0 1225 170.0 1913 1m0 1]76 1m.0 2125 Imo 1367 141D 2154 WU 1459 124.8 2184 17U 1529 I= Z84 170.0 1530 O roh I= 1122 110.0 637 1TO.0 134a 170.0 1DN 170.0 1570 I= 12M 1roA 1794 170.0 I= IS&I 18W 1m0 1421 140.6 16W Imo 1606 12fA 1960 10&I tOW is4D 1536 92A l9w 1577 1631 -a 7Bfn 170D 1161 770.0 B87 170.A 13B1 iro.0 1116 1ro.0 1611 170.0 i2W 1roD ta12 im0 130 1st? 1981 1700 1474 iA.t 1851 IS&I ISM 1145 1891 Bat leaf ima uS e5A 1851 137.3 1454 Boh 170D I= Tro.O 1144 149.1 1388 Ikon 1219 t27A t3va 190.0 1199 11fA T]98 121.9 1179 99A i]Sa 1142 1t62 695 7399 1NA 1147 745 19.Fe C12 65A98h 74T.4 1279 181A 1099 1a9 t229 127A 1079 105.3 I??9 111.2 1061 9Z I= 93.0 1044 51.9 I= b9Aa24 1016 eT.4 122E 62.7 1279 BS9 9TJ /6.1 1h ffi] 971 ffi0 362 74a 9X 1rJ AN F47 EA1 MI IkH R?6 071 a5a mF F1a m1 FFF n�a - ar mn m, unI m en nne >" TARI F 19R AnchorCepe ft Table abs) --� MChorClip Paffime o7tlabei¢ 2-76(b2B9 351 cmc HOG-= 771eacmu PTWa01 Lied Anchv Typo 9A6'EKa UOram VP pcOULncm Bta IXO UAW__ w6•En0 UR=.tl - Vl•1t0UMMmi Vd•59 Fi /igg lida4 B76'IXO Vr.. VC 69IX0 A9MUcr9ae•(C� A106ta3 4n291atl 8aIM(A6f 4H2 SN56 s-- 5) Edpe Dsurce6n3 P _ .2-1/7" --1- 2.1W 31I0• 1' 2AW I• I 2-Ur 2' 3418' 2' 0.4r 45c 0.324' Elnb6d0eLL n 13N• 131C 1-014• 144' 2' 1-11 LVd• 141C 1-1/4' I.1/4' MW 2• I-W 1-Wr rala 2Amrom@479hUM1O.G7Sta a1O2�Mp(F191&7p 97o b5 39D Ea 450I05 WO bs 1644 b8 27020 2809a SUbM r40 1b. S7426 ErA Do Bib Wt S41- 442 Ob 56D 6a 4 Aleh-@ZS8'Nh O.C/7NIJ.d(ar Ol3d) CIp V9 Sk 740IM 74005 630 Rn 1485Ita 144b5 WA 5HI6a NA Wsoe NA mOs WA 6829. am an I=3. 6Aah-@1.71•NDI O.O 16Mn400(orcmd)c2ppa dk m5ft 053 755 b5 Va WA N/A 705m NA 7991Is NIA WA WA 1MUS I=Me 16M Da 4AMWQ8'NIILOG/(77WAgkClq/Ot96k 78D� 7 680 Bx Iwo Ra 1sBS On m sm 14 WA 7W JIM 7489a em 1. 109299 02M 8mm ilm lfg 6Alclm ®SuuI. O.C1(-02�5AnpleC�gl0ip 6k 1170.0 11700s laM113 230ita 25M I. 840ee WA ttro9n 1122� 1321 bs 7B30®3 10221te 1991ss 7680 os 8AlalarsD1.34'MDL O.C./U ,adn.12TAML4 NIA WA - NA WA NIA WA WA WA WA WA WA NA NA WA O7J 6Mchon40O.WMa O.C./U.ap.hd0.12BAs-0% WIL NA WA WA NA WA WA N/A N/A NIA WA NA WA WA 21 04 2 Pnclm 4]288'N)M1 O.CI Flap tft90k �� 9rom 816 bs 7431ta 712[tn NIA 2BO b5 NA 9481te NA 610b WA 341b5 4429n SSA Im 9An:lm 4ffi 1.71•Mh. O.C/FO .tOk 149 as 825 b1 979 be B731m WA NIA 35305 WA 3B9 an NA WA WA Stt bs 684 ba 84D 25 = U x ¢ O L7 Q .. N z O CAPACITY ADJUSTMENT FORMULA:E B` 0 N ( ANCHOR CAP.,o.�,� ANCHOR CAP.- u � � E � MUWON CAP.,o,,,•, i FORMULA TO OBTAIN THE •ANCHOR PRODUCT REVISED V REQUIRED' CORRESPONDING TO AN 0e cOmpbin with th0 Florida BuildingC PRESSURE REQUIREMENT FOR THE 1. WHEN IT IS LOWER THAN THE MULLION o NOA Ng. 17-0630.11 Y(FROM THE TABLE) OF THE SELECTED Expiration Da6o 05/26/2021 . IT WILL YIELD AMINIMUM ANCHOR Y WINCH MAY BE USED TO QUALIFY By VAL ANCHOR OPTIONS FROM THE Miam DO n] oe C•htr0 NUIC I -UK I HE Ul ebE1 UUP, USE IRE SAmE ANCHUK FA ItKN ANU ANCHOR VALUES AS THESTANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE I: FIGURE2: FIGURE 3: FIGURE 4: TABLE 2.000° 11111111/7 • • GENERAL INS: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. N y N,�� �i�, • • • • • `�� ,��S,O ,.....-• • cEVtNS F'•-1��. FIGURES: FIGURE 6: • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 4.000• •.� �� = *: NO.58705 • • • • 3) MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& FIGURES SHOW SUGGESTED, APPROXIMATE HOLE 250• ,. 7k - �f • • LOCATIONS •• `" VATE, FIGURE 7: FIGURE & FlGURE 9: FIGURE 10: M ANGLE CLIP (FIGURES 5&6) BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC13D7 SPECIFICATIONS. HOLLOW AND GROUT=FRIED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.MUST ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND,D45'THICK(18 2X4•X15' MILLION � � •-•..A� �� � (� ORIDP .•' IN PAIRS. GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL TEND AT LEAST 3 SCREW EX A P.E. 570 THREADS BEYOND THE MATERIAL #10 & #12ANCHORS INTO WOOD MAYBESTEEYN�I%# L, 18-8 S.S. OR 410 S.S.S,S. FL P.E.# 58705 4 TABLE 13A Mullion Capachy Table Op•r1Tnp Width (far Serilca spmatrg m116as)or0p•nlnp Haight; (for hximroab-4kMrg"ors) 601n nch 70 in so In go In inch 12DhIF 1401n 15oin 2x6x.25 It•danoft Lmda9 Tmpmtm L dn0 RaclenOU" lnad'na Tmpfrd lama Rectmas Imam Tmprtb'mq. U dna Rumor lwdcR TWnf.g• Loft R-Wv fa L-ft T Lmar19 R.Wgder Lmdrla Tnt Td.*. Lmdha Radmpiv La9mla 11wT-odm L9•adhe TiQdfdalQ. L4adn0 ReetarUw LA4dna 9aAlmala. to•mr0 Alum.Tub• 6h101an cg99 i<42h a 170.0 OM 170.0 435 iro.0 744 170.0 478 7TMO Be6 17u 6m Irmo sm t700 5% 170.o Ills woo 621 170.0 Iva 77a0 521 17a0 mas 77a00 1733 170.0 &1 1T" 1093 17U Rt 48In 170D 7m 170.0 W4 170.0 650 1702 564 170.0 M2 170.0 630 170.0 1t33 17a0 661 170.0 1275 170.0 M 170.0 10T 170.0 050 170.0 1700 1".0 ado 170.0 1983 170.0 WO 170.0 2297 170.0 WO 5aJW In 170D 147 1ro.0 5m IM.0 696 77ao mt 17o.0 I048 17D.0 684 170.0 1195 77a0 723 1ro.0 1345 175D 747 IMO 1494 17D.a 7M 17110 1793 170.0 769 170.0 2M2 170.0 758 170.0 2S1 17a0 756 54h TMA 797 1".0 Bit 170.0 65e 17/LO = 170.0 1116 Iro.o 754 170.0 tW5 170,0 Bm 1roD 1434 170.0 m7 1R0 16e4 170.0 e56 17a0 1913 1704 Bfi1 1ro.0 2231 170A 861 1ro.0 2550 1ro.0 eel 60h 170.0 80 IMO 701 flan 1053 Imo 7W 170.0 1240 17DA 878 170.0 1417 17MO 044 1ro.0 1504 170.0 M VILD In1 170.0 1M 170.0 2125 170.0 10 iro.0 uro /70.0 7063 1ro.0 2633 troa iW3 min 17oD 970 tro.D 745 t7aD tits 17aD asD +7ao 13@ vaD 940 t7O.D tub I7ao tms 1roA IBn Oo.D tam t7aD taw no.D I+2z 17aa 2731 1ro.0 lies tro.o 2m3 1ro.0 tin na.a 2W5 Tmo tflt Beh 170.0 W4 1roD ids 1ro.0 1189 IroD em 17a0 13e4 170D tOW 17a0 155D t70.0 taae 1700 17M i7D0 1155 1roA 181e 1ro.0 1210 1ro.0 2336 170.0 ITle iroD 2727 110.0 1266 170.0 3f17 t7Q0 1zd6 72h 17CLO 1083 tn.a Wa 170.0 1275 170D]IM170.0 146a 170.0 1128. 170.0. 17W 17MO 1226 170.0 1913 V0.0 015 1roA 2125 170.0 13U 170.0 2550 170.0 14M 170.0 2W3 1ro.0 I= 170.0 34W I70.0 IMO �e 781n 171LO 1122 170.0 037 170.0 IUO 17U170.0 137D 17a0 12M 170.0 17N 17MO I= 170.0 2019 17MO 1421 170.0 2M 1R0 1505 170.0 2892 170.0 laM 170.0 3140 17OD 18M 170.0 3569 170.0 INS h fl0.0 115t 174D 9W iro.4 1301 170.0 1ro.0 1811 1roD 1250 170.0 1842 170.0 13w170.0 2D72 1700 1474 170D 2302 170.0 1564 170.0 2763 WILD 17W 170.0 3223 iroD 17n 170.0 � 170.0 1780IDh 170.0 1328 170.0 1144 170D 1504 170D 170.0 1&-a 17U 1498 INA 2125 770.0 1M 170.0 23W 170A 1793 1ro.0 26W 170.0 1D15 170.0 3185 170.0 M25 I56.0 S413 Iro.D 2273 13OX 3413 MO 2381 fio in 17U 1417 i70.0 1232 170.0 1700 170.0 17U 19d3 170.0 I= 170.0 22a7 170.0 1794 17a0 ZSSO 170.0 194 170.0 2333 170.0 2096 160.0 3166 170.0 =3 137.1 3199 IWO 2470 fMO 3199 iWl 2Q5 tWh 170D 1591 1ro.0 14W 170.0 1813 170.0 170.0 2231 1T0.0 1870 1ro.0 2550 1ro.D 1OT6 te46 2M 181.9 2333 127D 27d1 14aA 2281 iD5.9 Z/al 123D ?73< W.7 278f 11aD 2100 111h17QA te3e 110.0 7451 1ro.0 lies 17m 170.0 2t83 17D0 1832 17a0 2621 iro.0 2148 iSI.O 9.E 2®2 140.4 221a 113.8 2832 128A 2168 01.e 2832 116.1 2Q9 ai4 2612 1W3120h 170D 1n1 17a0 ISM 170.0 2t25 Iran 154.4 2252 159.E I401 13S.1 2252 141.4 IN4 120.1 W111A2U163 .1 2252 119.1 1915 9a1 ZW 0-8 1872 17.2 2262 1wD 1113s 67.6 2752 8"I606144h 126.1 ISBN 1266 1446 1043 1W4 IDat a0.4 1561 91.8 14M 762 ISM, II0.7 1390 69.5 ze ISM aT] 139 621 ISM W6O 1770 M.7 196/ tea 13� 39.1 ISBN uA 12m TARI F Nap ANCHOR CAPACITY ADJUSTMENT FOR96ULA: Anchor Capacitv Table _--�- su698eIC 77k famed. 3$( . I HDbw Qdu __ 'F6.dtl41 PT VW d Mold Anchor C6p PaUfime Amborry0a 311r Eko N9a4m 1M Bco U34mn S1r Elm Ultram Lir Ekfi Ubmon--1/4'Fho _ - Ulhecal VC 69 Eka A09ta0atw stir Ew UDmefin ur an Elm AU7.C.Wr af0 sffid 8-P, 0128h41 64Ia4(GS) at2btrml s01a M C-Oad Oimanbe (hT r 24W _tom -2-i? 340' r 24rZ r 2.17P 2' 3-Ifr r DAW ow a32r Embeblal M. _-7.Y4'- -13tP I-w 1-3r4' r f-ll4' 1-+/4' I-tw 1.1A` 1-W 1-0/4• 2 131r 1d18' 1.d.. 2Am1m®4.70MC 0.Q18twdddw0®aICIPOiZIMP 3900, mou. 450 ks 68004 1844 2701D9 280 to 354Ma 740 U, 3741m 664 ffq 94am 361 D. 44206 5601be _4Anctma4.WMh.O.G/SbAd(wCn4t)ap(FD.4 7301bs 780 b, Son as 1780 IIa 32321m 510W 5609• 10903 14M as 741 Inc 112W 1802 ms 082 be w50A it"D. BAmhn• C 1.7r 61kL CC. I ehndad (w OfieO CIp (Fla. 47 t150Ita 14nc Rs 1010 to 25M 1bs WA WA 640 DM WA I= Os WA WA WA 13M Pa 1770 Ba 403. 4 Am1Pm Q 8' MI, 0.0 T R) 2.5Ands Clpe / Fa. n 780 W 780 tm 6e0 @s 1550 Ibs !die bs S40 lbs 680 it* WA 760 ma 748Inc 8601Ia I8621be fin V. e850a itm R. 8Ambm 0S'M r. O.C./(21215An9b C1ku I(Fl9. R 155DR4 -15ealbe 1360 ma 3722m 1050 Ws halm WA 152o k• 1498@4 1760 Dm 37641m 1983 m4 1770 R1 22400s 12 Arch ®1.V Mtn 0.ar(2)'h6An$• Imo• r 07a. 71: iB8011n Zinc IM i940 es WA WA 1320 be WA 15M 1b6 WA WA WA 2D45 Da 285/bs 3360®e 4 And- @I- Ift C.C.l1x2m, Imo .l2s AbOn.fFla. e): WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 @d 8 Alcbns ® a64• N. O.C. I UCm, M0.12r Alva (Fp. 9) WA WA 19A MP' WA WA WA WA WA WA WA WA N7A WA 28612Andm 04.88' MIn. O.C7 RM (Fla. lot 390 Dm 390 be 4M 05 1616 DA 270 rm 280ad 354 ®s 7401b4 3741m OW tb• 948 on 3111m 4Q Ib 5604 Andom 1.71'Min O.C/ r-Clp Pig. 11 590®s 7W Oa 505Be WA WA 470 F. WA 533 Ra WA WA I WA 602m5 6850a 11m� m)X ANCHON CR CAPAP.,,,,.,,e,.) �,\QANCHORCAP.- MULLIO USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTFOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 250• E TABLE NOTES: FlGI11iE 1: FlGIIRE2 FIGURE a FIGURE 4: FIGURE e: FIGURE s: FIGURE 10: --um, 1 ) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON • • • • LOADING. SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • 6.000' • • • • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 5: FIGURE 6: FIGURE 7. SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6W3-T5 AND BE A MINIMUM OF.125' • • • • • • • • IN USED S THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND A45'THICK (18 GAUGE). STRUCTURAL STEEL TO PAIRS. BE AT LEAST.125°THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'Xe'X 35 THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1H S.S. OR 410 S.S. MULLION PRODUCT REVISED as 4xmplyyingg with the Florida eo0dtng Cpda NOA-No. 17-0630.11 Expiration pate 05126/2021 ` may.. • uDEVSF••.1�� �, * i No.58705 �•�_ SATE/ OR �•, /�OJVAL A. LYNN MILLER, P.E. FL P.E.# 58705 • 4 0 s TABLE 14A Mu8lon Capacity Table Iba1Tt2 Opening Width(lorter9w9yspard mtdione or0pening Height (lorhod=l!0 Spmvft llal WS) 60 m 60In 701. 8010 001n In) in 12Y In 140In 1w h 1.26"s2.11" RaclagiBr Condom Tnp/TOam. ln0dry R.-ft iB Leadne Tmpfl=ra L dn2 RwMWAm L d347 I VWrftg. (na�2 Red..-lu Iaeam I T14nra•a lmno RcftnaLW lor�ro Tmprmam. L dlry Ratatpdm tmft I TrepT .G Ulm R.W093r lnodro TWrft . L drm ReC®®u6r Lm&ng TmWtdwo. W-ft uo1c Rcww Wlltmp Idmtlng x.126"Alum Tube MaBgg1-11 ul F1111H � 42n 144.21 626 1 IWU.0 428 12D.2 W5 14ea 419 1010 EM O&B 414 B61 00 130.6 411 861 US 1341 411 72.1 BW 1341 411 gal 528 13&1 411 S13 EN U&I 411 4&1 08 134.1 411 48h 9&e 403 10&D 333 615 403 OCT 325 89.0 403 BSA 320 S&4 4W 5L4 317 617 403 79.1 315 4&3 403 71LB 314 403 403 T&e 914 34.5 9W 7&0 314 302 403 78.0 314 0.60N 82.3 BC4 91.0 301 68.6 332 793 294 5&8 3M T" 239 51.5 381 672 289 417 B02 64.0 234 41.2 362 610 283 3L3 BM BSS 283 2BA 382 616 213 2S7 382 616 283 g 54 In 67A 318 74.1 237 M5 318 642 251 4S8 318 57.7 258 42.4 310 53.5 253 37.7 SIB 50.0 Z0 Sia 318 495 249 263 31B 49.1 248 29.2 318 49.1 248 212 M8 49.1 24E �i 60b 40.3 258 511 219 41.2 268 4&7 2H 3&0 259 4C7 210 309 258 37.2 207 27.5 25B 34.9 274 SILT 20 314 233 200 2SB 322 Sol 17.7 M 32.2 Sol 16.5 258 372 201 63In 427 234 450 2200 =0 234 311 10 =1 102 2S7 234 31.6 .10 237 234 1 188 21.4 214 2&0 114 1T3 211 iHA I3 i&3 134 211 101 13A 214BBm 3T2 213 3S4 163 31.0 213 337 T78 2&S 176 Zit 213 T.0 173 21.6 213 2S1 fro 1&B 213 217 189 15S 213 222 167 113 213 all 1W 11.8 113h Z&6 49 -1 156 239 TA . ffi.1152 2DA t14.7 149 17.9 179 20.3 1A 1&9 17916.7 116 140 -S 181 21.8 137 17.4 135 152 181 17.0 1a4 78(n a5 152 215 133 i&B 152 IRS IM 161 ffi AnehorCopecly T•blo • SUMB16 27k Cmcn:le 58t C0f[. Hdb4CMu FOMCMU PT Woad Mdd Mellor CBP Pattrm• AW-Ty(e SM6'Ek.Ulac. 1/4'Beo utam 0 Imam 37/6'mmi.- 1/YEkoU. WS9 Eko AggemdQ 5/16'Eko M=m V4'S9 Bc4 A97dumr N10 Sled B "(Gs) •120tm Bere.(e57 W2 Simi StR4(C.S) EQ4Oil- anY 1' 2.12 r 2-12 3-VB' 7' 212' r 2-irP 2' 84IB' r ace• 0.66• O.32R EmbaOodd 1.&C t404 I' V' 13l4 r 5-114 1-Ld' 1-ur 1-V4" "m 1-VS 2' 13'6' 1.1r8' 1�ke 4 ACn=0W LOIN C.C./(4 WAlmk C8070ffi 1J 75DFG 7BDIDS 1 6W25 1 16Mms 1 IMICS I MkB I 56015 I WA I AD aH 1 7m affi mB ran Im 692 C4 885 QB 14301b1 TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.2& HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRNCTKINS SHOWN ON SHEETS 21 23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST 6E USED IN PARTS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS. HOLLOW AND GROUT+n l m CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-TE AND BE A MWIMUM OF.127 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST AW THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. (OP-)X (MUWON CAP.,e:) _ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE _ (FROM THE TABLE) OF THE SELECTED T WILL YIELD A MINIMUM ANCHOR WHICH MAY BE USED TO QUALIFY iL ANCHOR OPTIONS FROM THE f--1.266-1 2.1I16• L r .125" I 1.26' X 2-11' X.125' MULUON (INTEGRAL FIN MULLION) PRODUCT REVISED - comp n with the Florida Building e NOA-Na, 17-0630.11 Expiration Data 05/26/2021 ` ��•`�QNY LYIWy,�� * Nm.58705 po ?TE,Q� 1}=�(,w J ��<S; • :FcaxtD?;,.= Gam`. 101YAL'F A LfMTUITMILlEi3, P.E. FL P.E.# 58705 0 1 TARLFISA MuNon CapackTable pb•Xt2 Cpardng Width (Iorverfimysparrilg mf0aro) arOponMa Holght por hxbntaGy-6pmWM mL&m) Sob sob 701n SOb eob 10011 120in NBh 1091. 826" JO Iteetma8u LaeCrW 7h4d0'ag i9a0re Reoadra Lmdre llop/7nV ladre Pmfm•4er to in0 7149d7dM laadre lmdba .'fn TrI.*,. L9 PaCalgfz imd+9 TngriSrg �re lmdro TnPliH4114 la'dha ReLnft ta44bm 7tepmte47. toalre RL-fter lna•19 TrapnSere. iumn0 Rmbnpexr Laadlp Tt6pdfwp. taedre DEr. ALpd BAYNUI-L ^ ^ r r a a r ^ ^ r a r ��� r r r ^ a r ,rd• ,•^ r r 421n 17010 120 170.0 435 170.0 7" 170.0 475 170.0 M 170.0 WS 170.0 9R t78A 519 170.0 1116 170.01621 TA 12W 170.0 521 170.0 14M 17a0 621 70. 10 1735 170.0 621 149.1 17M 170.0 521 45to 170.0 nS 170.0 624 flea 65D 170.0 Su 170.0 292 170A 00 17MO 1133 1MD 661 170.0 1275 170.0 677 170A 1417 1".0 an 1522 I= 17MO 60 130.5 1672 170.0 6W 1112 1622 17MO 650 M0M1. 170.0 747 1 170.0 563 170.0 eea IM.0 631 170.0 1018 17M 6" 170.0 1195 170.0 723 110.0 130 170.0 1 747 1164.2 1443 170.0 756 13U 1443 170.0 769 1117.3 1443 Inn 758 Im, 1M3 170.0 150 64In 1= 787 170.0 612 170.0 90 170.0 01 1T0.0 111E 17UQ IN I= 1275 1T0.0 80] 100.4 1353 170,0 517 1443 1353 170A 856 1203 1Y,3 17MO S6t IC3.1 1353 170.0 69/ 902 13M 170.0 a81 90b 170.0 80 17QU 7M 00.0 1053 170.0 7W 107.0 1210 17MO 878 145.1 1218 170.0 90 129.9 1218 150.0 93S 118.9 1219 ISM 024 97.4 1218 148.1 913 03.5 1215 103 013 711 121a 1483 S13 63 In I= MO 170.0 7411 IMA 1118 1710 850 1602 1150 IEU 933 131A 1150 153A 814 116.8 1150 1419 ON 105.1 1150 1342 865 07.6 1150 12G7 571 76.1 1160 1202 On 65.7 1150 1292 an 8811 170.0 974 170.0 789 1'SL4 im 186.8 Sal 1305 1048 1498 664 1143 t01a 133.1 650 IO1S 100 1234 M2 91.4 1DO IMIS 530 782 1040 109.4 221 813 1045 1032 SIB 57_1 10M 1D82 815 r O Rh 140.8 BW 1479 754 IVA 280 1=0 743 100.E 960 1 11&0 7" 584 880 100.0 722 7a2 NO 9z0 712 70A SW M.2 703 317 a60 782 SW 5D.3 850 715 SM 44.0 NO 76A US 75In 118.7 790 1751 Sal 09.5 790 108.4 In 65.5 720 933 683 74.8 750 839 04 68.5 790 7B9 843 599 7B0 71.7 035 49A 790 63.1 624 42.8 780 Sz1 819 37.4 720 01.5 617 76b 110.8 750 115.5 651 Sz3 760 Bat SU MI 7W 859 S4 BB3 750 77.1 821 81.5 760 70.8 612 614 750 817 005 452 760 59.4 694 39,8 790 652 665 349 750 553 Sae 90b 77-1 583 74A WO SXI 583 S19 491 61.a 5G1 54S 483 45.1 W3 489 4m 4a1 663 44A 463 36.1 663 40.0 462 300 SW 362 452 25.5 W3 333 Ma a.S 553 31.8 442 96In 59A 495 81.1 443 416 435 51.5 435 414 495 MS 4V 37.1 495 399 421 33O 495 1 30.1 415 29.7 495 332 409 24.0 495 29.1 400 212 495 28.8 394 IS.. 495 250 N.7 391 42.8 353 34A 391 359 34a 29.8 391 31.1 342 241 381 27.6 337 232 Sal 249 333 20.2 391 22.8 325 VA 391 1B.7 321 U.9b 3a.4 370 3B2 339 320 370 310 930 27.8 3T0 288 123 24.0 3T0 213 ]10 21.4 3n 22S 316 192 370 2aB 312 150 370 iS.1 905 dMO1081. b]OA31730A 289 25.3 31T 28.0 284 21.7 317 7z5 25010.031719.9275119317 17.9 273 IMh 17.0 ?m 17.8 =3 Anahor Ca al TabM ha -- ----- 8,moafe 2Tk C-me 3.5t Ow. -H U-CMU- Mod C J PrWOod Mehl Anehorcgp Pavams AroOarTypn LIE EIre Utrmem'1__iH'Eko UtDacm-- Ultt>can 91EEbo llltmm 1l4'EkoUllaam VP SS Eko Ap0¢Gebr 5I1EEka ler4con 1/4'BSEbo Ap3eG5x 010SME Sa1en IOS) N2Sted gems LO51 •12Stsd 3erex (2#5) Edge V ten4e Gnp -Y•- 24W 1' 2-VP 3-1/E 1' 2-17 1' 2-VY r - &t4 'I 0.40' 054' a326' _ - E.S mt Onr 131P 13N' 1J/4' law 2-1-V4' 14W I-V4' 1-llb' 1Iw 1-114' r "S' 1dlE rake 2 AnM=0S'M. O.G/p)235 An&Cape/0a9. 1r 3900n 990 Oa 4'9m 890M Imw 2/09M 2800# 9549a 740, 3740n 7a14n 048 b. 341 ba M2Re 560DA 4 AWh.. ID&r N. O.a 1(2) W Arob Cape I ft. a 7808N 7800r WOO. 1070IM 2525 V. 619 Bn SBOIba NIA 1120 Oa 71S 9a 880 b• 1592 ft am be Da51ta 11202. 6Ane0ra® z71'Mh Mr. I i73215A1ala Cap./ 1110 Qm 117E 1a BCBb 2148 ma Z754 eEa WA &OIW WA 1059 Na WA 7920 h8 WA lont. 13270n 10R. FIGURE I: FIGURE2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF.12S THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND MALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 012 ANCHORS INTO WOOD MAY SE STEEL, 18•8 S.S. OR 410 SS. ANCHOR CAPACITYADJUSTMENr FORMULA: �) X ( ANCHOR CAP.,e,,,",) =ANCHOR CAP.- MUWON CAP.,,o,,,4 USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 8 d m O O 9 f9 U PRODUCT REVISED as a0mpyin with tho Florida Building Code NOA-No. 17.0630.11 Expiration Date 05/26/2021 NY LYNV No. 58705 M�•(V�� FL P.E.# 58705 TARI F 1RA Mullion Table Ope11"vtp YAdfh (fbrvert=*Gpam irg mUlas) arOpwdnD H•lpht (Mr horlm�arlNrg mLtiorte) soft Safi 70 in min e01n 10010 120In 140fi 150In 326' 46 Rmdmp Yr Lardr4l TI�rTne61W>< L.An9 L--A p 'rr+Pmim�D- Lmdnp P.sKtrg�lrr L-&V TnMOQB L wm ttadmgltr L-ft Tr>plOtenO. U- tD R'IelailOta L-ft 1Fep'OI•tlr• Lmdlg Bt�1War laaad2t9 TnpJ7rinn0 laednD F1�1• Laott4l 7t�rTdag- lmtlp F lmfie 7�rMon6 LD0dn9 HecwnP" lnadr47 11e)yr�i•10- lsed p DEG. AL BAYMULL r d 4� & r m � � � � r r 21 I g�! II -r' s 1i a 42 In 1750 80 170.0 435 170.0 7" tmo 478 17(L0 Bea 170.0 509 170.0 912 170.0 Sig 17aa 1118 t7a6 01 170.0 17AO 170.0 521 1700 14M 170.0 MI 170-0 1735 17U 521 180.3 1a71 1700 5214a in M0 706 1170.0 524 17MO 18a 17a0 534 170.0 092 170.0 630 170A 1133 170.0 661 17a0 1275 17a0 677 1roD 1417 17a0 6E0 1617 1W t70A ® 140.3 1637 170.0 eea 122.a 1637 17a0 660 50RSI0 170.0 747 1 170.0 W3 170.0 1 NO 17a0 831 170.0 1046 170.0 6" 17a0 1195 im.0 79 170.0 1345 17a0 747 TMO 1494 170.0 756 147.1 754 f= 756 19.1 1552 170.0 758 INN 189 17U 75a 541n 17a0 707 170.0 812 170.0 863 RIM) a01 170.0 1110 170.0 754 17M0 1276 170.0 6a3 17n0 1434 1709 a37 11552 1455 170.0 856 12a3 1455 170.0 Wt t1D.6 I&% 17a0 681 97A 14W 170-0 a81 min 170.0 655 17a.o rot 170.0 1003 170A 707 17a0 VA 17a0 ma 157.1 13DB 170D 914 139.7 1309 1ro.0 ee0 135.7 1709 181s 9a4 1045 17W 157.1 (82 an13m1 157.1 982 7S8 •UW 157.1 9a4 mfi t7aa 930 t7ao 743 1740 1116 17I10 OMtau 1247170.0 910 1425 1247 1&.5 eel 1ffi7 1247 152.E 965 114A 1247 1Ma 852 BSO 1247 t312 ma 81.4 1247 778.7 9u 71.3 124713i7 tD6 6o In Imo974 1ro.0 789 170.0 1160 17a0 9a1 143.4 lf90 103.7 M12D2 1100 147.9 945 115.4 1190 1305 D9 103.9 11W 19A 914 Bad 1190 1105 885 742 1100 115.1 SM 64.9 1193 11&1 893 lift 161A 1010 169.1 aR 134.7 1010 14{,9 a59 115.4 1010 t272 1142 1DIA 10I0 1147 an an loin lo5S a17 WA 1o10 (liD 8W 973 1a10 604 795 57.7 1010 $7.5 790 SOS 1010 a7,7 7a9 J S 781. 137.4 M 143.a 722 1143 M 1220 7T3 9i1 909 107.1 761 559 906 W2 740 76.3 606 aa2 736 8i7 905 32.3 7" 573 NO 74.7 719 49.1 N6 712 710 429 S08 7D.8 7M G' 78N 137.1 681 1325 754 taS9 881 1125 73s 90.a a61 Ba,B 775 ro.4 �1 D0.5 717 709 D61 81.0 7D3 (Y1,9 801 764 ax 53,0 a81 0a.1 bat 45A eef 64,5 675 30.7 aef 0.7 en 801n a27 848 35A 574 68.9 are 7ZI 664 Ml Wa 829 554 61.7 618 6if SU 48.0 US SOB 537 41.4 84a 47.0 SW 34.5 a46 41.5 310 29S 9/0 362 all 25A a4a 3a.s wr 061n 6S2 568 7a1 FLe f8.8 58a S0.1 499 48.7 60 S1A 491 420 Wa 453 483 37.9 585 41A 470 34.1 SA Sit 470 20A saa 314 459 24.3 50 30.5 452 213 Sea 2i7 447 toil 479 449 4a.9 405 3u 449 412 399 342 449 351 W3 29.9 442 31.7 397 20 440 M 3a2 23.0 Me 2Af 377 20.0 449 22.7 3aa 17.1 4/9 1aA 391 1S0 449 10.9 355 111 In 44.1 11 46,0 3a5 3ifl 425 373 779 313 49 32a 373 27.6 425 20.1 387 WA 426 282 W2 .1 4 3 24A 366 1.4 425 20.7 850 16.8 429 1La 343 12Dfi 94B 384 35S 311 Ze.t 384 2&a 32a 2A9 3a4 Zia �1 21,8 3lM 22a 717 1aA 764 20S 313 17S w4 1i7 308 1 J 144In M2 2M 2a4 233 tea 29 17.1 2W 1 1 - TALI C 4= Anchor Ca Table s 6D6atri<a 2TIt Cacloa 3.5k 0- �riDnm rb4U Rle CMU PT V7ead Meld Anchor ClIp Patterns AeeMlype 8//6`UNac - - _- _UY.Eko Ultrxan 5II8-EkD ur- S'16 Eke UIVa_ bma1 1M Ek e Wtr an I/4-SSE5a AgwrGatw Wrlil4a IfUmn 1/4'SSEka A091a0a.o< qo Sled Sateu'(ON H2Sed 8-m allat'd 6-L(i5) -- - --.Ed9. Wtmc-(kY 1' 2-li 1• Zlir 3-118' 1' 2-1/r 1- 2.1re 2 31B' r CAW 1OS{' 0.32A- -'- -- --2atmt Embednet(ink I- 4' 1-0N' 1.3/4• 1AAM' 2 1-1I4' 1-iM' t-1/4' 1-1/4' 1.1/4' 1-7/4' 2 1.1T 1543' lades @G- O.C./0r)2l6AnabCj!;t1Y 390M 3a0M 450 me NO Ms 17Wb. 2T018a 2909a BMW 7401. 3741ht 7201m ua mi 3419a 4429a 08aM 4AMhia 0 3P a0a O.G f (6) 2n6A1gb Citpa / (F4 2Y 7a0 M 7BO M T90 M 1670Ias 25251a4 540 @4 6m" WA 11201te 749Itn BfiO M 1882 M 6821as ae5 M 1120 M 6 Anat 0 Z71. 4Aa O.C. f M 2a5 Angle Cps l V%D 3Y 119 ms 117D RB 95aM 2246 Wt 2254•s WA 840109 WA 10591m faA 13100a IRA 1022bs 1327M 1660E• FIGURE 1: FIGURE2 FIGURES: . . ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILIED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063T5 AND BE A MINIMUM OF-120 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, I"S.S. OR 410 S.S. ID -) X (M iON .awl =ANCHOR CAP-,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONSFROM THE ANCHOR CAPACITY TABLE N 0 0 M� 5 O Z PRODUCT REVISED 09 4xmpbina with the Florida Building CCoodde NOA-No. 17-0630.11' Expiration Date 05/26/2021 MmEm No. 58705 ZZ 10NAL E��•`• A. LYNRIUILVR, P.E. FL P.E.# 58705 -----� 1.000' (" 126" 2.000' r .125' T 1' X 2' X.126' MULLION 6IN3-76 ALUM. XSECTION .375' MIN. .375, MIN. .125. 2.000' 375' 1' X 2'X.375' MULLION 6DW-TB ALUM. XSECTION II STANDARD CLIP 2000' I S063T6ALUM. XSECTION i r.12S 9 -1 LGIV I .126' 2.750' 375, T 1' X 275' X.375' MULLION 6063-T6 ALUM. XSECTION II 2.125' U-CUP I 606346ALUM rr XSECTION 125* I @ 1'X2.75'XAWMUWON 6063-TSALUM. XSECTION F'1.000°'i 3.125' -126' 1'X 3.12SX.5' MULLION 6063TWNB SA X•S _ TION ^i (•�.125' ' 2X5 ANGLE CLIP 60637E ALUM. 2.000' XSECTION 1 .126' CLITHERETO .375 3.125' -{ - CREATE F CLIP, SEE MIN. �^-�5.000" �75° MIN. DETAIL F, SHEET4 I - 336' MIN. r-------� r-------� �--------------------- I I I I 1 A A I U-CLIP A-._.F--==_---'{ L_ J _____J 606376ALUM. -_ -__ .._ 2X5 ANGLE CLIP TOPVIEVV 806376 ALUM STANDARDCLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW 6063•TB ALUM DASHED BOUNDARY. SEE SHEETSS-18 FOR THE CENTER OFAANCHOR HOLE MUST LIE TOPVIEW CENTEROFANCHOR ANCHOR O.C. DISTANCE MAXIMUM ANCHOR .WITHIN THE DASHED BOUNDARY, SEE HOLE MUST UE HOLE DIAMETER ANCHOR DIAMETER + VIV. SHEETS 6-17 FOR THEANCHOR O.C. WITHIN THE DASHED -DISTANCE MAXIMUM ANCHOR HOLE BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER+ 1M6. SHEETS 5-17 FOR THE ANCHOR G.C. TABLE DISTANCE. MAXIMUM 5.500' ---�j .37W ANCHOR HOLE IN. DWIETER: lift. HOR ft. DIAMETER+IH6'. ---- ------- r----------- I I I 1 I I I I 1 I B I I I i I I 1 I I I I 1 Mull Dimension (sheetil) PGT PaK# Mullion Std. Clip ORaet Clip U-Clip Angle Clip 1"X2'X.1w(5) 66605 W6113M 6681118M 66WA3M 666511M 1" X2" X.375" (6) 68M SM114M 6W1119M 6BU44M BW512M V X275' X.375' (7) 66W 666115M 6NI120M 666245M ssss13M 1'XZ75'X.850"(I) I 6860E 668116M 6661121M 66BZ46M 666514M 1"X3.125"X.600"(9) I 66M _66611116101168611114MI 668242M M15M 1.25' X3.188'X.265° (12) 66641M 6661117M 66611'13M 666241M 666516M 1.2S' X211' X.125- (18) I 69370 I WA i WA I WA 666517M OFFSETCUP NOTES: 606346ALUM. TOPVIEW 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS SS, 12 816 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. r-1.266--1 Zile, 125 .125' .900' 1.26'X211' X.126'MUWCN 8063-T6 ALUM. XSECTION TABLE A Dbnonslon ValueQn) For Mullion: A 1.625 1' X2' X.125' Aluminum Tube Mullion B 2854 C 0.895 D 0.740 A 1.125 1' XZ' X.375' Aluminum Tubs.Mulllon- B 2404 C 0.895 _ _D- -0.490- A 1.875 1' X2.76" X 376AJumlnum n Tube Mullion B 3.000 C 0.767 D 1.11E A 1.312 1' X2.75' X 'aw Aluminum Tube Mullion B 3.000 C 0.47E D O.BTB A 2000 1' X3.125' X .500' Alum Tube Mull B 2837 C O.B83 D 1.137 A 2825 126' X3.188' X28S Alum Tube Mug 8 3.262 C 0.862 D 1.762 A 1.W3 1.26' X2.11' .121'Alum Tube Mull �r0 PRODUCT REVISED as comp ingg with the Florida Building ode NOA-Nm 17-0630.11 Explmticn Date 05126/2021 *.: No. 587115 C) S;ckTIED 47�� ZON'ALoE"G`. A LYNN MILLER P.E. FL P.E.# 58705 tw.ron F F Elie I 125' STANDARD CLIP 2.600' 6063•TBALUM. XSECTION .125 740' {y .125• I 2.12E V-CUP I 5083-TB ALUM. xsecnON .125, JTj- j 5.500• CUTHERETO .37E 3.12E-I _ CREATE FCLP. SEE .375 MIN. r DETAILF,SHEET4 r--------I ! r-------1 I 1 I I I 1 I I I i I I F I I I I I I 1 I 1 I 1 I 1 I I I L. ______IJ I --_-____J 't STANDARD CUP CENTER OF ANCHOR HOLE MUST UE 6063-T11 ALUM' ,.,,.,,, - TOPVIEW 126'X325X.10W 12SX3.25'X.624' �SHEET510.17 FOR THE ANCHOR O.C. MULLION MULLION 125 X3.04•X.824' DISTANCE MAXIMUM ANCHOR HOLE 6005-TSALUM.- 0005•TS ALUM. _MUWON-- - �pN1AETER:ANCHOR DIAMETER+1/1E. X•SECTION XSECTION- - 6005•TSA17 \ _- -- XSECHON I j I .12.7 3D' .12E 3.250.45" BAY MULUO 30' BAY MULLION 606'3-T8 ALUM 6063-T6 ALUM. I %SECTION XSECTgI .226'- 4..�981-_ 22e° {—.9ar—I �g 8t .e o8E8 --iF-.125'� y 2X5 ANGLE CUP It U) 6M3-T6 ALUM XSECTION ,125 L ^ I CENTER OF ANCHOR HOLE MUST LIE WITHIN THE GASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+ 1/16. .37E CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + V15. ULUP_ �-�- -" 6063-TB ALUM. TOPVIEW TABLE C .37E 375 MIN, 1 I I I I I I I 1 I I I 1 225W I I I I I I H I I I I I I I I G OFFSET CLIP .125 6088-Ta ALUM. TDPVIEW NOTES: 1) HOLES TO BE ORD_I - IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10. 11. 13.15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Dlmenslon A"(in) For Mullion: F 3.667 1' ).4 X G 1.000 .w Alunimen H 2660 1 3000 Tube MtMbn F 3.187 1'X4'X G 0.767 .375 Nuniruen H 2430 1 30W Tube 8-V F 2250 125X325 O 0.7ti0 X.low Alumimlm H 1.fi00 1 3250 Time Mu9on TABLE D TABLE C. CONT, 01-41on Valtle0n)l For Mullion: F G 1.938 0.500 125' L32E X.B24' Aluminum Tube Hullo. H 1 1.438 3.250 F G 2.625 1.125 1.25• X 3.134' X.Bl4' Aiuminum Tube Mullion H 1 I.SDO 3.250 F 2.813 30• B Mug F 2B75 46• Da MuB 2XSANGLE CUP 'Q 6063-T6 ALUM. - Tj I TOPVIEW PRODUCT REVISED o complying With the Florida Buildhg CCodde NOA-No. 17-0630.11 Enplmtlon Dal.05/26/2021 N 81r 1¢y Mlam Da rouct Gontrtfl r Ti3 z N n: \\1111111 L//7 Mull Dlmenion (onset4 PGTPatt# Mullion Std. alp OffwtCip LLOip Ante alp 1•X,rX.125°(10 69364 666111M W811224 MU41LI 86MISM 1'X4'X.375'(11) 66610 660112M BMI12M 668242M MM19M 1'X4'X.375 T(11) 88653 OW112M W61123M BM242M MMISM 1.26' X325X.10(r(13) 1.25' X325'X.624'(14) 200)(26312 20161120315 W1127M 6661128M 6WI124M 8WI125M 668241CM 6862411M 6885115M 606116M 12SX3X1824'(15) 2 M. I'M 888241M BB65i7M 30 9 WA 868.5110M 45 OelJrm(20) 1 66850 WA I WA IWA 8885111M N _ * No. 58705�� 61� (41; H iO,o.'•. STATE OF ���'�s;�NALIENG• A LYNN MILLER, P.E. FL P.E.# 58705 0 4 TAQI G C Mull Dimension (S1eetfi) PUT PortC Mullion Std.Clip ULilp Angle Clip NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS T6-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2.001' .375 MIN. 4.000" ' 2'X rX.26` MULLIONO3 80-TB ALUM XSECTION .250` :3 ----- 75' MIN. 2.'XS"X25MULLIONMUCN W63TS ALUM. X.SECRON � 12S � f"'• 5112M 8665113M ' STANDARD CLIP 2.000" 6063T8 ALUM. XSECT ON .125 F--1.480` 3SDO' CUr1E'RETO CREATE FCUP, .375 SEEDETAILF, r SHEEt4 MIN. r_______ ___I __ -------- I I j I I —�— - — - - —�- 3.436" I I --------------- I I I I j STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063T6 ALUM. -WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 18-17 FOR THEANCHOR O.C. -DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER. 1/16•. L- s.500'"HERETO 3.500"� CREATE FCLID, SEE OETAO. F. .375 r SHEETa F MIN. ----- — --- -- ------ 1 I I I I I I I I I I j 1 I I I 4.666" I I SAW I ' I ' I I I I I I• I I I I STANDARD CLIPL 6063-TB ALUM. TOP VIEW ' U.CuP 2125 I 8083-76ALUM. I XSECTION L I .125 --i F--.125 2XSANGLECLIP 6063-TS ALUM, ZI X•SECTION L 125" �a 5.000' 375' O � .375 MIN. I i i 18 � I I I I y O + 3A38' I I +—_—_—_—_� i 3.438" � U L---------------------j mMIN. mitt F CENTER OFANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY, SEE SHEETS 18-17 FORTHE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. .375 I, I E I 5.436' Tt' SAW' i IICUP 6063-TUALUM. USED FOR 2' X 6' MULLON SHEET 17 TOPMfEW i .—WANGLECUP CENTER OF ANCHOR HOLE v a MUST LIE cm -Ts WITHIN THE DASHED BOUNDARY. SEE TOPVIEW ALUM. 3 d SHEETS I6.17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE O DIAMETER: ANCHOR DIAMETER • 146t PRODUCT REVISED K romp ngg with tho Florida Banding de NOA-Na 17-0630.11 6.OlXY .W. 375 M Expiration Date 05/26/2021 r--------------------- I i I 1 I I I I I I I j MTa Pro aet Con 1 I ' I I I I I \\111111// pp1Y LYNN� �•,,� `�.�` •��(� a�'r.•UCENSF No. 58705 * ^ I L--------------------� '�C`51•'•14ORIDP..•' \_` `' '",, 7 2X5ANGLECLIP 6063T6 ALUM. TOPVIEW IF %, Ll'0NAL A LYI/•I6��WP.E. FL P.E.# 58705 F_XAMPLE I: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF+EOZ.60.0 PSF. - NOANCHORS --- IN HEAD 1) INITIALLY ASSUMING THATA I' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1'=6S. REFERENCING SHEET 25, THE COLUMN USING e RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-19' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE �5 4S FEI`FSTFiATION DE FROM FROM TABLE 3A,SHEET ?,THE PX2.75-X.375-MUWON(LENGTH =72', OpENINGWIDTH=70•)MEETSTHE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+/SB•3PSFAND WOULD a •t1'3 e 1 PRODUCTS SHEETS NOT BE SUITABLE FOR THIS APPLICATION.sBt APPROV 23 FROM TABLE 4A, SHEET 8, THE 1-X 2.75- X ,6W' MULLION (LENGTH = 72°, OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE MULLION MU TLI OPENING AND MAY BE USED IN T63 HIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 8 LEIS. lL In 04 a o LE1iGfll 4 2)USETABLE48TOFINDTHEANCHORTYPE,ANCHORQUANTITYANDCLIPTYPEREQUIREDFORTHEWOODSUBSTRATEBOTHTHE STANDARD CLIP WITH (4)#12 ANCHORS ANGLE CLIPS WITH AND THE 2X5 (4)#12 ANCHORS HAVE CAPACITY OF 685 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL.. CO SHEEIS 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED VYIi}i THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODl1Cf5, WILL 0 2a APPLYTO THE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED INACCOROANCE INSTALLATION WITH THE J NOANOgRSMVn80awsILL SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. W THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+J-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO 8E 72.7 PSF WITH AN ANCHOR CAPACITY OF636 LBS. ALTERNATIVELY. THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE m o� OF 60 PSF. LBs DO m VMo7R1 NIo7W1i (60 PSF) X ) = 624.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 413) ( T� THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-38'. THE OPENING REQUIRES A jZ DESIGN PRESSURE OF +50.01-55.0 PSF. FOR THE VERTICAL MULLION: J 1) INITIALLYASSUMING THAT A 1' WIDE MULLION IS SUTABLE, THE MULLION LENGTH IS 3T+72'+1'=105 AND THE OPENING WIDTH IS 36°+36-41--rr. REFERENCING SHEET 25, Q Z m COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2,AND WILL o EXAMPLE 2: MULTIPLE MUONS MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50-01-65.0 PSF. IF THE TABLE DOES NOTSHOW THE EXACT SIZE, USE THE NEXT LARGERSIZE AVAILABLE CO �.� � w WLLVW9I -- SHEDETAIL6, B��N a S'o' FROM TABLE 3A, SHEET 7,THE i'X2.75'X.375'MULLION(LENGTH'108', OPENING WIDTH -801 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF SF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. _LU co i f a0 FROM TABLE I2A, SHEET 16, THE 2' X 4-X.250'MULLION (LENGTH=108', OPENING WIDTH= 801 HAS A DESIGN PRESSURE OF+/-04.7-PSF WHICH EXCEED THES REQUIREMENTS ¢. 1 FOR THE OPEMNG AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OFR1.LBS. - - -- C Z -8 9 �. SEE SEE FENESTRATION DEr SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS W+36'+2�74', NOT 73'AS PREVIOUSLY 8 g a: 1 PRODUCM APPROV 24 ASSUMED. VERIFY THATTHE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING, ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN THE 73'DIMENSION (35.1/2'+35-tfl°+T=73�. — PRODUCT REVISED _ - 2)USE TABLE 128 TO FIND THE ANCHORTYPE, ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED , , i ns cromP In with the Florida ButWtng • VERTrALI MULLION -- - ~-� CONCRETE HEADER AND SILL ARE B' WIDE. IF THE MULLION CUP WERE TO BE CENTERED WTT1imTHE 8', CARE MUSTBE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE NDA-N- 17-0630.11 USING THE STANDARD CLIP WITH (6)311 W ULTRACON ANCHORS _ —LENGTH E� A DETAILS, DETAILS ATAN EDGE DISTANCE OF 2-1I2'GIVES AN ANCHOR CAPACITY OF 1050 LBSVVHICH*GREATERAND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. IS ExpinLon Dato 05/26/2021 >� OPENING 6NELT524 SliEET3 FOR THE HORIZONTAL MULLIONS, B y FGmT OR BECAUSE THE VERTICAL MULL WILL BE A 2'X4'X.25W MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER w MI Pro u Control HORIZ MDLL ON MULLION TYPE COULD BE CHOSEN. i 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72'+2-=106-. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE USED. FROM TABLE I2A, SHEET 16, THE 2° X 4' X.250- MULLION (® LENGTH = 421, OPENING HEIGHT =120') HAS A DESIGN PRESSURE K SEE OF+1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACTTYREQUIRED OF521 LBS. DETAILS, SHEETS 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE W THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B' 2-3WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE B', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE USING THE 2X5 ANGLE CLIPS WITH g (4) 3116' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED 111 L 1 I I I ! I T 1 j ANCHOR CAPACITY OF 521 CBS, tl y \` ..I I v 3e•. HOFeZ 3e-, HORIZ LENGTH NULL LENGm--III 4) FOR THE U•CLP IN THE HORIZONTAL M1U WON TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 128 FOR THE ll{%.IP SHOWS THE ANCHOR CApA�y IS i -c-' IFf •--M-UOUP ENNGWMFORVERTiCALMULL 10-. WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR - � TYPE 13 A#12 STEEL SCREW. ND. 58705 * .• FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/-64.7 *: PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MUWON(INTERSECTION} - THE LOWEST DESIGN PRESSURE IS N-64.7 PSF AND WOULD APPLY TO ALL OF THE MUWON& - I0.. 0�� o !(/ 0 %C�s'-••. 40RIOP,.•' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN a ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. ALYNN MILP.E. LER, MILLER, c0i FL P.E.# EXAMPLES OF RECTANGULAR LOADING: i I 1 1 PW ling 91_�/ III/III LOADING OF VERTICAL MULLION SILL OF WINDOWS NOTANCHORED 0/I1 1 I� LOADING OF VERTICAL MULLION SILL OF WINDOWS NOTANCHORED HINGED DOOR 0 j4I �1 I _._ -_ I LOADING OF VERTICAL MULLION WTH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION / / I I I I PW PST I I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 4b EXAMPLES OF TRAPEZOIDALTTRIANOULAR LOADING: E = a ho H5 Irani /a/////itl a SGD IADING OF HORIZONTAL MUI PW / PW LOADING OF (2) HORQONTAL MULUONS , Irl, ��I// IF � // II// roj �► «• LOADING OF VERTICAL MULLION _�s 0 BBEt N 8 1N U PIN o / / o { a Ul F- H � o= c MULLION m Z :E =m .. LOADING OF VERTICAL LOADING OF HORIZONTAL MULLION p Q z < d ¢ z rn o U g W co mO PW QN a PW 'o W Z U O Q O Q ae Z l €� PRODUCT REVISED as comDMng with the FloAd HR / 1 / Building Cotle EKplraHon Date 05/26/202, LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL By MULLION Mlam—awwoducl Centro NOTES: _1 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATONS NOTSHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. I I I I I I I I 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE PW RECTANGULAR LOADING. •.tn� ��: / 3) SEE PRODUCT& APPROVAL FOR ACTUAL ANCHOR LOCATIONS. = *;• No. 58705 �', / �O,., sr E (�` S4J LOADING OF HORIZONTAL LAILLE R, P.E. MMULLIONA. FL P.E.#58705