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HomeMy WebLinkAboutREVISION 12-5-19OFFICE USE O NLY- S� NN� �' DATE FILED: I BY REVISION FEE: 118t LUCID CDUMY LOCATION/SITE ADDRESS: PERMIT # 1 q© l a 0 5-,!�() RECEIPT # Ir s PLANNING & DEVELOPMENT SEP BUILDING & CODE REGULATION DIV' 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.50 (772) 462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION DETAILED DESCRIPTION OF REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: 04r- 116a -'#4 6 ST. LUCIE CO CERT. BUSINESS NAME: ,4-0rAa d4n0,,_S7l2-ACT_L L-C- QUALIFIERS NAME: ,Ai2nwA-Ay 0o 1Tot-c-o o ADDRESS: /396® at-v #O 1 &raeigr CITY: A��-/ STATE: FL PHONE (DAYTIME): 7V6-344-386S FAX: OWNER/BUILDER INFORMATION: NAME: V0i✓cF7T-A40 ADDRESS: q40r.> CITY: A","a .A-DA41 No1s772�ZOAJ � l cTi? ZIP: 3 3 STATE: Fci ZIP: 2314 PHONE (DAYTIME: 796 - 5l�2 - 4' 8b L FAX: ARCHITECT/ENGINEER INFORMATION: NAME: 'pA p,0A-"_ aTLtFl=Ajoc rF&_T' ADDRESS: *02 , 5WW7VN CITY: B F�A� STATE: pf- PHONE (DAYTITA): c56 FAX: _ ZIP: SLCCC: 9123109 O Revised 06130/17 F FILFCPY Planning & Development Services Department RECEIVED COUNTY Building & Regulations Division Product Review Affidavit JAN 13 2020 Building Permit # 1901011 0510 Owners Name Lot 01 Agcuavista ST. Lucie County, Permitting Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows casement +52/-70 psf +80/-80 psf RC Home Showcase CM100 NOA 18-0517.07 A 1/4" ELCO ULTRACON Mullions +51/-65 psf +65/-65 psf Lawson Clipped Tube Mull NOA 18-0529.03 n/a 5/16" TAPCON Fixed Glass +52/-70 psf +80/-80 psf RC Home Showcase FX100 NOA 18-0517.08 A 1/4" ELCO ULTRACON window syste ,& +52/-57 psf _65/-75 psf EcoWindowSystem Series 400 NOA 18-0503.03 G1L 1/4" ELCO ULTRACON windows kgiss - hor slide +52/-70 psf +80/-80 psf RC Home Showcase HR100 NOA 19-0326.08 A 1/4" ELCO ULTRACON Sliding Glass Doors +52/-70 psf- +131/-131 psf RC Home Showcase ---C—S240 - -NOA 1-8-0244-.10--9/16 HS -----1/4" KWIK CON Swing Type Doors +52/-57 psf +80/-80 psf SIW 500-9 NOA 17-1115.01 n/a 1/4" ELCO ULTRACON French Doors +52/-70 psf +125/-125 psf RC Hone Showcase RD45 NOA 18-0503.06 A 1/4" KWIK CON Garage Doors +47/-60 psf +56/-64 psf DAB HURR MSTR 824/811 NOA 15-0304.02 n/a 5/16" x 1 5/8" HEX HEAD LAG SCREW @ EA BRACKET Hurricane Protection n/a • ; n/a Roof Ventilation Roofing Material T�> 1 ; Revised 07/22/2014 t- 7 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Randall Stofft -6�' �, Name: Signature: seal Design Prof: Architect Cert. No. FL-0011105 Date: 1 /13/2020 Mcv- D5z�o , 'FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method ProjectName: AQUAVISTA LOT #1 BuilderName: SION HOMES CONSTRUCTION Street: LOT#1 Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, PermitNumber: Owner: VENETIAN ADMINISTRATION LLC Jurisdiction: DesignLocation: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (5375.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block- Int Insul, Exterior R=4.1 5141.50 ftz b. Frame - Wood, Adjacent R=11.0 234.00 ftz 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 4 d.N/A R= ftz 10. Ceiling Types (2358.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=20.0 2358.00 ftz 6. Conditioned floor area above grade (ftz) 4937 b. N/A R= ftz Conditioned floor area below grade(ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows (1294.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: MECH 1 6 125 a. U-Factor: Sgl, U=0.85 1294.40 ftz b. Sup: Attic, Ret: Attic, AH: MECH 1 6 200 SHGC: SHGC=0.35 c. Sup: Attic, Ret: Attic, AH: MECH 2 6 105 b. U-Factor: N/A ftz 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 18.0 SEER:16.00 b. Central Unit 45.5 SEER:16.00 c. U-Factor: N/A ftz c. Central Unit 24.0 SEER:16.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Strip Heat 17.0 COP:1.00 SHGC: b. Electric Strip Heat 34.0 COP:1.00 Area Weighted Average Overhang Depth: 7.161 ft. c. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average SHGC: 0.350 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (4937.0 sqft.) Insulation Area EF: 2.000 a. Floor Over Other Space R=0.0 2324.00 ftz b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 1457.00 ftz None c. other (see details) R= 1156.00 ftz 15. Credits CF, Pstat Glass/Floor Area: 0.262 Total Proposed Modified Loads: 156.71 PASS Total Baseline Loads: 157.90 I hereby certify that the plans and specifications covered by Review of the plans and STA?, this calculation are in compliance with the Florida Energy specifications covered by this ,y�� 0,�, Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: DATE: 1-22-2Q Before construction is completed this building will be inspected for compliance with Section 553.908 I hereby certify that this building as g , compliance desi ned',is in liance p Florida Statutes. S with the Florida Energy Code. COD WF"t OWNER/AGENT: BUILDING OFFICIAL: DATE: �� 2 3 2a - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). - Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, ea in accordance with ANSI/ T 0, t at th 0.0 0 n for whole house._._ DE COMPLIANCE Fri d COPY LU 1920`2PUNTY Energy ug� A4.0. 1 - 2 7F ion (2017) Compliant Software Page 1 of Rocs: .a. FOP,M R405-2017 INPUT 5UMMAKY GHF-GKL15T KEPUKT PROJECT Title: AQUAVISTA LOT #1 Bedrooms: 4 Address Type: StreetAddress Building Type: User ConditionedArea: 4937 Lot# OwnerName: VENETIAN ADMINISTRATIO Total Stories: 3 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: BuilderName: SION HOMES CONSTRUCT] RotateAngle: 135 Street: LOT #1 Permit Office: ST. LUCIE COUNTY CrossVentilation: No County: St. Lucie Jurisdiction: Whole House Fan: No City, State, Zip: FT. PIERCE, FamilyType: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design DailyTemp V DesignLocation 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 BLOCKS Number Name Area Volume 1 UNIT #2 2534 27874 2 UNIT #1 1142 10278 3 UNIT #3 1261 11349 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 LOBBY 237 2133 No 0 1 Yes Yes Yes 2 MECH 1 180 1620 No 0 1 Yes Yes Yes 3 BONUS ROOM 604 5436 No 4 1 Yes Yes Yes 4 CABANA 121 1089 No 0 1 Yes Yes Yes 5 OPEN TO BELOW 225 2475 No 0 1 Yes Yes Yes 6 POWDER 55 605 No 0 1 Yes Yes Yes 7 MASTER BATH 160 1760 No 0 1 Yes Yes Yes 8 TOILET 30 330 No 0 1 Yes Yes Yes 9 WIC 160 1760 No 0 1 Yes Yes Yes 10 MASTER BEDROO 339 3729 No 0 1 1 Yes Yes Yes 11 GREAT ROOM 686 7546 No 0 1 Yes Yes Yes 12 LIBRARY 294 3234 No 0 1 Yes Yes Yes 13 BATH 6 90 990 No 0 1 Yes Yes Yes 14 UTILITY 90 990 No 0 1 Yes Yes Yes 15 KITCHEN 405 4455 Yes 0 1 Yes Yes Yes 16 BEDROOM 4 224 2016 No 1 1 1 Yes Yes Yes 17 BATH 3 104 936 No 0 1 Yes Yes Yes 18 BATH 4 82 738 No 0 1 Yes Yes Yes 19 BEDROOM 3 184 1656 No 1 1 1 Yes Yes Yes 20 BATH 2 95 855 No 0 1 Yes Yes Yes 1/22/2020 2:11 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 9 FORM R405-2017 INPUT SUMMAKY t:Flt(:KLIS I KtPUK I SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 21 BEDROOM 2 271 2439 No 1 1 1 Yes Yes Yes 22 LOFT 235 2115 No 2 1 Yes Yes Yes 23 MECH 2 66 594 No 0 1 Yes Yes Yes FLOORS # FloorType Space Perimeter PerimeterR-Value Area JoistR-Value Tile Wood Carpet 1Slab-On-Grade Edge Insulation LOBBY 19ft 0 237ft2 ---- 0 1 0 2 Slab -On -Grade Edge Insulation MECH 1 9 ft 0 180 ft2 ---- 0 1 0 3 Slab -On -Grade Edge Insulation BONUS ROOM 55 ft 0 604 ft2 ---- 0 1 0 4Slab-On-Grade Edge Insulation CABANA 33ft 0 121ft2 ---- 0 1 0 5 Floor Over Other Space OPEN TO BELO ---- ---- 225ft2 0 0 1 0 6 Floor Over Other Space POWDER ---- ---- 55 ft2 0 0 1 0 7 Floor Over Other Space MASTER BATH ---- ---- 160 ft2 0 0 1 0 8 Floor Over Other Space TOILET ---- _--- 30 ft2 0 0 1 0 9 Floor Over Other Space WIC __-- ---- 160ft2 0 0 1 0 10SIab-On-Grade Edge Insulation MASTER BEDRO 5.7 ft 0 44 ft2 ---- 0 1 0 11FloorOver Other Space MASTER BEDRO ---- ---- 121 ft2 0 0 1 0 12FIoor Over Other Space MASTER BEDRO __-- ---- 174 ft2 0 0 1 0 13Crawlspace GREAT ROOM 28 ft 0 456 ft2 19 0 0 1 14Floor Over Other Space GREAT ROOM ---- ---- 25ft2 0 0 1 0 15Floor Over Other Space GREAT ROOM ---- ---- 180ft2 0 0 1 0 16FIoor Over Other Space GREAT ROOM __-- ---- 25ft2 0 0 1 0 17Crawlspace LIBRARY 15.2 ft 0 224 ft2 19 0 0 1 18SIab-On-Grade Edge Insulation LIBRARY 4.8 ft 0 70 ft2 ---- 0 1 0 19Crawlspace BATH 6 3.3 ft 0 14 ft2 19 0 0 1 20SIab-On-Grade Edge Insulation BATH 6 17.7 ft 0 76 ft2 ---- 0 1 0 21Crawlspace UTILITY 8.9 ft 0 80 ft2 19 0 0 1 22SIab-On-Grade Edge Insulation UTILITY 1.1 ft 0 10 ft2 ---- 0 1 0 23Crawlspace KITCHEN 35.8 ft 0 382 ft2 19 0 0 1 24SIab-On-Grade Edge Insulation KITCHEN 2.2 ft 0 23 ft2 ---- 0 1 0 25FIoor Over Other Space BEDROOM ---- ---- 208ft2 0 0 1 0 1/22/2020 2:11 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 9 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT FLOORS # FloorType Space Perimeter PerimeterR-Value Area JoistR-Value Tile Wood Carpet 26FIoor Over Other Space BEDROOM 4 ---- ---- 16 ft2 0 0 1 0 27SIab-On-Grade Edge Insulation BATH 19.7ft 0 64ft2 ---- 0 1 0 28FIoor Over Other Space BATH 3 _--- __-- 40 ft2 0 0 1 0 29FIoor Over Other Space BATH 4 ---- ---- 82 ft2 0 0 1 0 30SIab-On-Grade Edge Insulation BEDROOM 3 1 ft 0 9 ft2 ---- 0 1 0 3 1 Floor Over Other Space BEDROOM ---- _--- 175ft2 0 0 1 0 32SIab-On-Grade Edge Insulation BATH 2 5.8 ft 0 19 ft2 ---- 0 1 0 33FIoor Over Other Space BATH 2 ---- ---- 12 ft2 0 0 1 0 34FIoor Over Other Space BATH 2 ---- ---- 64 ft2 0 0 1 0 35FIoor Over Other Space BEDROOM 2 ---- ---- 65 ft2 0 0 1 0 36FIoor Over Other Space BEDROOM ---- ---- 102ft2 0 0 1 0 37FIoor Over Other Space BEDROOM ---- ---- 96ft2 0 0 1 0 38FIoor Over Other Space BEDROOM 2 ---- _--- 8 ft2 0 0 1 0 39FIoor Over Other Space LOFT ---- _--- 235 ft2 0 0 1 0 40FIoorOver Other Space MECH2 ---- ---- 10ft2 0 0 1 0 41Floor Over Other Space MECH 2 ---- ____ 11 ft2 0 0 1 0 42FIoor Over Other Space MECH2 ---- ---- 45ft2 0 0 1 0 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Metal 2584 ft2 0 ft2 Unfinishe N 0.4 No 0.6 No 20 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2452 ft2 N N 1 /22/2020 2:11 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 9 FORM R405-2017 INI'U 15UMMAKY C NLUKLIS I KtI'UK CEILING # CeilingType Space R-Value Ins Type Area Framing Frac Truss Type 1 UnderAttic(Unvented) POWDER 0 Blown 12 ft2 0.1 Wood 2 UnderAttic(Unvented) MASTER BATH 0 Blown 141 ft2 0.1 Wood 3 UnderAttic(Unvented) TOILET 0 Blown 30ft2 0.1 Wood 4 UnderAttic(Unvented) MASTER BEDRO 0 Blown 210ft2 0.1 Wood 5 UnderAttic(Unvented) GREAT ROOM 0 Blown 114ft2 0.1 Wood 6 UnderAttic(Unvented) LIBRARY 0 Blown 86ft2 0.1 Wood 7 UnderAttic(Unvented) BATH 6 0 Blown 90 ft2 0.1 Wood 8 UnderAttic(Unvented) UTILITY 0 Blown 90 ft2 0.1 Wood 9 UnderAttic(Unvented) KITCHEN 0 Blown 405ft2 0.1 Wood 10 UnderAttic(Unvented) BEDROOM 4 0 Blown 224 ft2 0.1 Wood 11 UnderAttic(Unvented) BATH 3 0 Blown 104ft2 0.1 Wood 12 UnderAttic(Unvented) BATH 4 0 Blown 82 ft2 0.1 Wood 13 UnderAttic(Unvented) BEDROOM 3 0 Blown 184 ft2 0.1 Wood 14 UnderAttic(Unvented) BATH 2 0 Blown 95 ft2 0.1 Wood 15 UnderAttic(Unvented) BEDROOM 2 0 Blown 190 ft2 0.1 Wood 16 UnderAttic(Unvented) LOFT 0 Blown 235ft2 0.1 Wood 17 UnderAttic(Unvented) MECH 2 0 Blown 66 ft2 0.1 Wood WALLS Adjacent CaviR-VJty Width Height Sheathing Framing Solar Belo SOrnt Inpace Area Alaille w 1 SE=>W Exterior Concrete Block- Int Insul LOBBY 4.1 4 0 9 0 36.0 ft2 0 0 0.2 0 2 SW=>N Exterior Concrete Block- Int Insul LOBBY 4.1 13 6 10 0 135.0 ft2 0 0 0.2 0 3 NE=>S Exterior Concrete Block- Int Insul MECH 1 4.1 8 1 10 0 80.8 ft2 0 0 0.2 0 4 SE=>W Exterior Concrete Block - Int InsuBONUS ROO 4.1 36 0 9 0 324.0 ft2 0 0 0.2 0 5 SW=>N Exterior Concrete Block - Int InsulBONUS ROO 4.1 17 1 10 0 170.8 ft2 0 0 0.2 0 6 NE=>S Exterior Concrete Block- Int Insul CABANA 4.1 13 6 10 0 135.0 ft2 0 0 0.2 0 7 SE=>W Exterior Concrete Block- Int Insul CABANA 4.1 9 0 9 0 81.0 ft2 0 0 0.2 0 8 NW=>E Exterior Concrete Block- Int Insul CABANA 4.1 8 1 10 0 80.8 ft2 0 0 0.2 0 9 SE=>W Exterior Concrete Block- Int InsuDPEN TO BE 4.1 4 0 11 0 44.0 ft2 0 0 0.2 0 10 SW=>N Exterior Concrete Block- Int InsuO)PEN TO BE 4.1 15 0 11 0 165.0 ft2 0 0 0.2 0 11 SW=>N Exterior Concrete Block- Int Insul POWDER 4.1 5 0 11 0 55.0 ft2 0 0 0.2 0 12 SE=>W Exterior Concrete Block- Int InsuMASTER BA 4.1 7 0 11 0 77.0 ft2 0 0 0.2 0 13 SW=>N Exterior Concrete Block - Int InsuMASTER BA 4.1 14 0 11 0 154.0 ft2 0 0 0.2 0 14 SE=>W Exterior Concrete Block- Int Insul TOILET 4.1 6 0 11 0 66.0 ft2 0 0 0.2 0 15 SE=>W Exterior Concrete Block- Int Insul WIC 4.1 16 0 11 0 176.0 ft2 0 0 0.2 0 16 NE=>S Exterior Concrete Block - Int InsuMASTER BE 4.1 15 0 11 0 165.0 ft2 0 0 0.2 0 17 SE=>W Exterior Concrete Block - Int InsuMASTER BE 4.1 18 0 11 0 198.0 ft2 0 0 0.2 0 18 NW=>E Exterior Concrete Block - Int InsuMASTER BE 4.1 11 0 11 0 121.0 ft2 0 0 0.2 0 19 NE=>S Exterior Concrete Block - Int InsuGREAT ROO 4.1 33 0 11 0 363.0 ft2 0 0 0.2 0 20 NW=>E Exterior Concrete Block - Int InsuGREAT ROO 4.1 7 0 11 0 77.0 ft2 0 0 0.2 0 21 SE=>W Exterior Concrete Block- Int Insul LIBRARY 4.1 6 0 11 0 66.0 ft2 0 0 0.2 0 22 SW=>N Exterior Concrete Block- Int Insul LIBRARY 4.1 14 0 11 0 154.0 ft2 0 0 0.2 0 23 SW=>N Exterior Concrete Block- Int Insul BATH 6 4.1 15 0 11 0 165.0 ft2 0 0 0.2 0 1/22/2020 2:11 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 9 FORM R405-2017 INNU 15UMMAKY C HLUKLI, I KtPUK I WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo w Space P_V 24 NW=>E Exterior Concrete Block- Int Insul BATH 6 4.1 6 0 11 0 66.0 ft2 0 0 0.2 0 25 NW=>E Exterior Concrete Block- Int Insul UTILITY 4.1 10 0 11 0 110.0 ft2 0 0 0.2 0 26 NE=>S Exterior Concrete Block - Int Insul KITCHEN 4.1 15 0 11 0 165.0 ft2 0 0 0.2 0 27 NW=>E Exterior Concrete Block- Int Insul KITCHEN 4.1 23 0 11 0 253.0 ft2 0 0 0.2 0 28 SW=>N Exterior Concrete Block- Int InsuBEDROOM 4 4.1 11 8 10 0 116.7 ftz 0 0 0.2 0 29 NW=>E Exterior Concrete Block- Int InsuBEDROOM 4 4.1 14 5 10 0 144.2 ft2 0 0 0.2 0 30 NE=>S Exterior Concrete Block- Int Insul BATH 3 4.1 6 4 10 0 63.3 ft2 0 0 0.2 0 31 SE=>W Exterior Concrete Block- Int Insul BATH 3 4.1 7 0 9 0 63.0 ft2 0 0 0.2 0 32 NW=>E Exterior Concrete Block- Int Insul BATH 3 4.1 16 2 10 0 161.7 ft2 0 0 0.2 0 33 NW=>E Exterior Concrete Block- Int Insul BATH 4 4.1 9 0 10 0 90.0 ft2 0 0 0.2 0 34 NE=>S Exterior Concrete Block - Int InsuBEDROOM 3 4.1 10 10 10 0 108.3 ft2 0 0 0.2 0 35 NE=>S Exterior Concrete Block- Int Insul BATH 2 4.1 4 6 10 0 45.0 ft2 0 0 0.2 0 36 SE=>W Exterior Concrete Block- Int Insul BATH 2 4.1 19 0 9 0 171.0 ft2 0 0 0.2 0 37 SW=>N Exterior Concrete Block- Int Insul BATH 2 4.1 4 6 10 0 45.0 ft2 0 0 0.2 0 38 NE=>S Exterior Concrete Block- Int InsuBEDROOM 2 4.1 12 7 10 0 125.8 ft2 0 0 0.2 0 39 SW=>N Exterior Concrete Block- Int InsuBEDROOM 2 4.1 8 1 10 0 80.8 ft2 0 0 0.2 0 40 NE=>S Exterior Concrete Block- Int Insul LOFT 4.1 9 0 10 0 90.0 ft2 0 0 0.2 0 41 SE=>W Exterior Concrete Block- Int Insul MECH 2 4.1 11 0 9 0 99.0 ft2 0 0 0.2 0 42 SW=>N Exterior Concrete Block- Int Insul MECH 2 4.1 5 5 10 0 54.2 ft2 0 0 0.2 0 43 N=>SE Garage Frame -Wood LOBBY 11 26 9 234.0ft2 0 0.23 0.2 0 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). / Wall Overhang V # Ornt ID Frame Panes _ NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening 1 SW=>N 2 Metal Low-ESingle Yes 0.85 0.35 N 24.0 ft2 8 ft 0 in 1 ft 4 in None None 2 SW=>N 2 Metal Low-ESingle Yes 0.85 0.35 N 46.7 ft2 8 ft 0 in 1 ft 4 in None None 3 SE=>W 4 Metal Low-ESingle Yes 0.85 0.35 N 27.9 ft2 2 ft 0 in 1 ft 4 in None None 4 SW=>N 5 Metal Low-ESingle Yes 0.85 0.35 N 67.0 ft2 2 ft 0 in 1 ft 4 in None None 5 SE=>W 7 Metal Low-ESingle Yes 0.85 0.35 N 20.7 ft2 2 ft 0 in 1 ft 4 in None None 6 SW=>N 10 Metal Low-ESingle Yes 0.85 0.35 N 90.0 ft2 4 ft 0 in 1 ft 4 in None None 7 SW=>N 11 Metal Low-ESingle Yes 0.85 0.35 N 12.0 ft2 2 ft 0 in 1 ft 4 in None None 8 SW=>N 13 Metal Low-ESingle Yes 0.85 0.35 N 30.0 ft2 2 ft 0 in 1 ft 4 in None None 9 SE=>W 14 Metal Low-ESingle Yes 0.85 0.35 N 14.5 ft2 2 ft 0 in 1 ft 4 in None None 10 SE=>W 15 Metal Low-ESingle Yes 0.85 0.35 N 14.5 ft2 2 ft 0 in 1 ft 4 in None None 11 NE=>S 16 Metal Low-ESingle Yes 0.85 0.35 N 120.0 ft2 15 ft 0 in 1 ft 4 in None None 12 SE=>W 17 Metal Low-ESingle Yes 0.85 0.35 N 12.9 ft2 2 ft 0 in 1 ft 4 in None None 13 NW=>E 18 Metal Low-ESingle Yes 0.85 0.35 N 12.9 ft2 2 ft 0 in 1 ft 4 in None None 14 NE=>S 19 Metal Low-ESingle Yes 0.85 0.35 N 200.0 ft2 8 ft 0 in 1 ft 4 in None None 15 NW=>E 20 Metal Low-ESingle Yes 0.85 0.35 N 60.0 ft2 15 ft 0 in 1 ft 4 in None None 16 SW=>N 22 Metal Low-ESingle Yes 0.85 0.35 N 54.0 ft2 2 ft 0 in 1 ft 4 in None None 17 SW=>N 23 Metal Low-ESingle Yes 0.85 0.35 N 54.0 ft2 2 ft 0 in 1 ft 4 in None None 18 NW=>E 25 Metal Low-ESingle Yes 0.85 0.35 N 12.9 ft2 2 ft 0 in 1 ft 4 in None None 19 NE=>S 26 Metal Low-ESingle Yes 0.85 0.35 N 150.0 ft2 15 ft 0 in 1 ft 4 in None None 1/22/2020 2:11 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 6 of 9 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 135 degrees). Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening 20 NW=>E 27 Metal Low-ESingle Yes 0.85 0.35 N 12.8 ft2 2 ft 0 in 1 ft 4 in None None 21 SW=>N 28 Metal Low-ESingle Yes 0.85 0.35 N 38.8 ft2 2 ft0 in 1 ft 4 in None None 22 NE=>S 30 Metal Low-ESingle Yes 0.85 0.35 N 9.0 ft' 2 ft 0 in 1 ft 4 in None None 23 NW=>E 33 Metal Low-ESingle Yes 0.85 0.35 N 9.0 ft' 2 ft 0 in 1 ft 4 in None None 24 NE=>S 34 Metal Low-ESingle Yes 0.85 0.35 N 64.0 ft' 6 ft 7 in 1 ft 4 in None None 25 NE=>S 35 Metal Low-ESingle Yes 0.85 0.35 N 12.9 ft2 2 ft0 in 1 ft 4 in None None 26 SE=>W 36 Metal Low-ESingle Yes 0.85 0.35 N 10.0 ft2 2 ft 0 in 1 ft 4 in None None 27 NE=>S 38 Metal Low-ESingle Yes 0.85 0.35 N 25.0 ft' 2 ft 0 in 1 ft 4 in None None 28 SW=>N 39 Metal Low-ESingle Yes 0.85 0.35 N 25.0 ft2 2 ft 0 in 1 ft 4 in None None 29 NE=>S 40 Metal Low-ESingle Yes 0.85 0.35 N 64.0 ft2 6 ft 7 in 1 ft 4 in None None GARAGE # FloorArea CeilingArea Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 1232 ft2 1232 ft2 25 ft 9 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse ProposedACH(50) .000319 4125.1 226.46 425.89 .1875 5 HEATING SYSTEM # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COP:1 17 kBtu/hr 2 sys#1 2 Electric Strip Heat/ None COPA 34 kBtu/hr 1 sys#2 3 Electric Strip Heat/ None COPA 17 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split Single SEER: 16 18 kBtu/hr cfm 0.85 2 sys#1 2 Central Unit/ Split Single SEER: 16 45.5 kBtu/hr cfm 0.85 1 sys#2 3 Central Unit/ Split Single SEER: 16 24 kBtu/hr cfm 0.85 3 sys#3 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump MECH 1 2 50 gal 60.9gal 120deg None 1/22/2020 2:11 PM EnergyGauge® USA 61.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 7 of 9 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # CompanyName System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ---- Supply---- ---- Return --- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area LeakageType Handler TOT OUT QN RLF Heat Cool 1 Attic 6 125 ft2 Attic 65 ft2 Prop. Leak Free MECH 1 --- cfm 34.3 cfm 0.03 0.50 1 1 2 Attic 6 200 ft2 Attic 75 ftz Prop. Leak Free MECH 1 --- cfm 76.0 cfm 0.03 0.50 2 2 3 Attic 6 105 ft2 Attic 50 ft2 Prop. Leak Free MECH 2 --- cfm 37.8 cfm 0.03 0.50 3 3 TEMPERATURES ProgramableThermostat: Y Ceiling Fans: CoolingJan Feb HeatinHJan Feb HX Mar Apr Mar Apr Ma May X Jun Jul Jun Jul Auge Aug Sep Oct f Oct Nov Nov Dec Dec Venting Jan Feb Mar Apr May Jun Jul Aug L [ Sep [X] Oct X Nov Dec ThermostatSchedule: HERS 2006 Reference Hours ScheduleType 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 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8lbs/sq.ft. 0 ft2 0 ft 0.3 LOBBY Default(8lbs/sq.ft. ft2 ft 0.3 MECH 1 Default(8lbs/sq.ft. ft2 ft 0.3 BONUS ROOM Default(8 Ibs/sq.ft. ft2 ft 0.3 CABANA Default(8lbs/sq.ft. ft2 ft 0.3 OPEN TO BELOW Default(8 Ibs/sq.ft. ft2 ft 0.3 POWDER Default(8lbs/sq.ft. ft2 ft 0.3 MASTER BATH Default(8 lbs/sq.ft. ft2 ft 0.3 TOILET Default(8 Ibs/sq.ft. ft2 ft 0.3 WIC Default(8lbs/sq.ft. ft2 ft 0.3 MASTER BEDROO Default(8lbs/sq.ft. ft2 ft 0.3 GREAT ROOM Default(8 Ibs/sq.ft. ft2 ft 0.3 LIBRARY Default(8lbs/sq.ft. ft2 ft 0.3 BATH 6 Default(8 Ibs/sq.ft. ft2 ft 0.3 UTILITY Default(8lbs/sq.ft. ft2 ft 0.3 KITCHEN Default(8lbs/sq.ft. ft2 ft 0.3 BEDROOM 4 Default(8lbs/sq.ft. ft2 ft 0.3 BATH 3 Default(8lbs/sq.ft. ft2 ft 0.3 BATH 4 1/22/2020 2:11 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 8 of 9 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT MASS Mass Type Area Thickness Furniture Fraction Space Default(8lbs/sq.ft. ft2 ft 0.3 BEDROOM 3 Default(8lbs/sq.ft. ftz ft 0.3 BATH 2 Default(8lbs/sq.ft. ftz ft 0.3 BEDROOM 2 Default(8 Ibs/sq.ft. ftz ft 0.3 LOFT Default 8lbs/sq.ft. If? ft 0.3 MECH 2 1/22/2020 2:11 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 9 of 9 , 2017.EPL DISPLAY CARD 90l -o 6 �10 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 c) AHU location varies 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 87.5 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 4937 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.850 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.350 14. Heating system: Capacity 68.0 c) Area 7c. 1294.4 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP 1.0 a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 19.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 2.00 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. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 11.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans Yes a) Under attic 11 a. 0.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11 d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Date: Address of New Home: LOT #1 City/FL Zip: FT. PIERCE. FL 1/22/2020 2:11:35 PM EnergyGauge@ USA 6.0.04 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 l9®/- ©sqa 2017 _AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: AQUAVISTA LOT #1 Builder Name: SION HOMES CONSTRUCTION Street: LOT #1 Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: `1 U Owner: VENETIAN ADMINISTRATION LLC Jurisdiction: W Design Location: FL, Fort Pierce U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa 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. thermal envelope shall be airtight 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 piping and Wring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover r)lgtes and walls or ce4lina a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/22/2020 2:11 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Randall E. Stofft Architects, P.A. NOA Approval for Acquavista Lot I IAMI-DARE by: �� date: o% I�c -�s /a Md' MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy RC Home Showcase, Inc. 16115 NW 52°d Ave Miami, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid 'after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision L dated 02/28/19, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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. AUSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent 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 after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.18-0213.03 and consists of this page 1 and evidence pages E-1, E- 2, E-3 and E-4 and Green Sustainable Attribute (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 7. 2 . NOA No. 18-0517.07 47T1®Z f ?V 19 Expiration Date: July 29, 2024 Approval Date: May 02, 2019 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0932.06) 2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-0922.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of an outswing aluminum Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No.10-0426.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance 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 aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1344, dated 09/12/03, HETI-03-1346, dated 09/16/03, HETI-03-1350, dated 10/14/03 and, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) lip . Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.07 Expiration Date: July 29, 2024 Approval Date: May 02, 2019 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONrnvuED) 4. 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 drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 02/16/2018, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), and of no financial interest, dated February 15, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No. FTL-5867, dated 05/02/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No.10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03, HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03-1859, dated 01/16/0,4, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, issued by Hurricane .Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P: E. (Submitted under NOA No. 06-1130.01) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.07 Expiration Date: July 29, 2024 Approval Date: May 02, 2019 E-2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on 01/14/16 and expiring on 07/29/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked up by National Certified Testing Laboratories, Test Report No. NCTL-I10-12449.01, pages 01 through 07 of 07, dated 11/12/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In -Responsible -Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P. E., Vice -President Engineering & Quality Person -In -Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying' that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice -President. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.07 Expiration Date: July 29, 2024 Approval Date: May 02, 2019 E-3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 18-0517.07, issued to RC Home Showcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on 03/29/18 and expiring on 07/29/19. r'� � -� � - Si ang Zhao, P.E. Product Control Examiner NOA No.18-0517.07 Expiration Date: July 29, 2024 Approval Date: May 02, 2019 E-4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED _GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control. �h�'t ,"1p4'::' 'i-- 'L F..t-- c.7� [�L "f�fpVe�vt nv � ��„r,- �y�Rx. rL+s�p,i ,�,'�s-��"` ., ■` '':.� 9E];�r.�y`..�zCTF1K�.:k -f .L..'i�C! E t Td: � 4..'^'� ria+ _ Component Name % Recycled % Recycled at Disposal % Bio—based Material % Renewable Material Content at Manuf. 1. Window Aluminum 30% 100% N/A N/A �-sltft/��/r(fj 4y 71�1f-RTI ., =-x w-^s•°�?y� rip ire -:. � .. `-+�- � ,i`�..-�ws- �,. �.t.,,.� ``,r � -:. ,+ �' v as -+�-�'+s 'v vt}�'T... �.'.h�iYA ~" "_W r4,.. f" rvb+t—•-�i ,? R s� � � �u i qs�., �# Test Product Glazing Components: G.8: G.9: VT CR Report#: Number U—Factor SHGC Base line 000 5/32 CLR 24042—SS—D ARG BRZ-1/8 090 PVB 1/8 0.62 0.19 0.19 17 Product — — — — — 1. 001 5/32 CLR 24092—SS-D ARG BRZ-1/8 090 PVB 1/8 0.62 0.19 0.19 17 2. NCTL 002 5/32 CLR 240#2—SS—D_ARG _CLR-1/8 090 PVB 1/8 0.62 0.20 0.25 17 3. 110-12450-1 003 5/32 CLR_240#2—SS—D ARG GRN-1/8 090 PVB 1/8 0.62 0.19 0.17 17 4. 004 5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8 0.62 0.19 0.23 17 Legend Abbreviations: Description: SS—D Desiccant Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB' 0.090" Poly Vinyl Bu al(PVB) interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass Component Name I C—Value 1. Whole Window 1 1.94 G-1 G� Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.07 Expiration Date: July 29, 2024 Approval Date: May 02, 2019 CM100 OPERATING/FIXED AWMINTTM CASEMENT TTINDOWS FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4. FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL. APPROVAL APPLIES TO SINGLE VENT WINDOWS / OR DUAL VENT WINDOWS USING INTEGRAL x IMPOST. \ \ / MULLION CAPACITY FOR THIS OPTION ALSO TOP AND BOTTOM COMBINATIONS OF FIXED r SEE'SEPARATE AND CASEMENT WINDOWS USING STACKING / z MUWON NOA HEAD/SILL WITHOUT MULLION. Li \ ALSO TO SIDE BY SIDE COMBINATIONS OF CASEMENT/FIXED, CASEMENT/CASEMENTOR WITH OTHER WINDOW TYPES IN14,w MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA. o o U Z � n 3 h Q a (n C4 e l z 'n "� I 4) ql Ez� nl 0 �I o = n .E t a n o iF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. •d o ``1�1y1yt11111/l// � .......�u7 i� a CENSF i o 'E,v.Ilurids 70592 I I 3• ar112019�` a V t �} TATE OF gyp` drawing no. sy_ /^ Fcorror:IRSW04-16 YrOWci!ia3e }::dluci Ccvmi i�, /gIiJAW �y 96' MAX. 74 1/4- MAX. WINDOW HEIGHT n x m WINDOW HEIGHT a 72 3/4' MAX. - 72 3/4' MAX. z� VENT HEIGHT ----'- VENT HEIGHT ---- m z m y m F to \ 67 1/2• MAX. D.L. OPG. F s 10 /II II\ I� III o < twit om� / I1 II \ _ II II _...._. .�. 1 WINDOW HEIGHT 72 3/4- MAX. 1O z VENT HEIGHT E z Ci] t�J I --I d O Cn / y � C 6 date: 03-01-04 � C N � � � � dr. by: TARIO P chk. by: 00 m N y z N z N O = D 00 z M z z = N q0 A z 0 03 A n0 date description 1 08.11.15 1 REV. PER RER COMMENTS J 11.10.15 NO CH GE THIS SHEET K 02,22.15 _ UPDATED TO 201] M_ L 02.28.19 NO CH GE I THIS SHEET 5 1/2' MAX. .�r�iEams WINDOW HEIGHT 72 3/4' MAX. VENT HEIGHT 'I 67 1 /2' MAX, r^ c mz D.L. OPG. mm _ z N rna w m _ ____ N I y z f < t0P \ / t- w o m A 21-3 L MB' AX. 5 1/2- MAX. u� JAMBS I. . IA' u.v JAMB CORNERS WINDOW HEIGHT 72 3/4' MAX. m VENT HEIGHT 67 1/2" MAX. m D.L. OPG. z / \ o a P1 a f m f p o // p mx z \\ \ 1 r o ; : m n/ I� II II .I \ I1 w z = c1 A N CM100 ALUMINUM CASEMENT WINDOW (L.M.I.) AL-FAROOQ CORPORATION a ` RC Home Showcase, Inc.936D ENGINEERS & PRODUCT DEVELOPMENT SUNSET DRIVE, SUITE 220 16115 NW 52nd Ave. 1 MIAMI, FLORIDA 33173 (C-A.N. 35381 C Miami, FL. 33014 TEL.(305) 26443100 FAX. (305) 2628976 TEL (305) 392-6214 FAX. (305) 260-6432 1 COMP—ANL%W64-16RC 96" MAX f1 �t w 6 F p r WINDOW HEIGHT _ > 72 3/4' MAX. VENT HEIGHT iO = o le N F�-�--MAX.-—W-�i 10 1/2- 5 1 2" MAX. CORNERS N y F O\ WINDOW HEIGHT a 72 3/4- MAX. m VENT HEIGHT / \ c. / \ O m 10 1/2' 5 1/2' MAX. MAx. CORNERS 74 1/4' MAX. WINDOW HEIGHT 72 3/4' MAX. m VENT HEIGHT 00 �L.I 67 1/2" MAX. Z Z\ NF �) U1 I it � II II II II II - w o v �= Co -o- 6 \ _ ai ro 10 1/2 vp MAX_ 5 1/2' MAX. JAMBS JAMB CORNERS 74 1/4" MAX. WINDOW HEIGHT 72 3/4" MAX. 'I VENT HEIGHT 67 1/2" MAX. m D.L OPG, mF m� Oln K I TI I / II It \ II w w O I, Z IN < m \ w o m m g \ / L A Ell 10 1/2" MAX. a � JAMBS JAMB 0 CORNERS os z: �E WINDOW HEIGHT 72 3/4- MAX. m VENT HEIGHT 67 1/2- MAX. D.L OPG. mm �+ r Z . " ......... .... __ n u o o u u E mF SOS 0 IGn IOn FCM100 ALUMINUM CASEMENT WINDOW (L.M.I.) AL-FAROOQ CORPORATION a PER RER COMMENTS RC Home Showcase, Inc. ENGINEERS& PRODUCT DEVELOPMENT SUNSET DRIVE, SUITE 220 p P CHANGE THIS SHEET ATEG To zu" Pec 161 15 NW 52nd Ave. =0 MIAMI, FLORIDA 331.73 C.A.N. 3538 /� CHANGE THIS SHEET MIOfTII. FL. 33014 TEL (305) 392-6214 FAX. (305) 260-0432 TEL (305) 2644M.0o FAX. ( 05) 262-6975 ®.r 4-16RC C COMP-!! L! DIRECTION OF VENT OPNG. OPTIONAL W W I x MU WON TWO ANCHORS AT EACH SIDE FIXED WINDOW �OR CASEMENT WINDOW FOR FIX. WDW. RATING SEE SEPARATE NOA NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219//rr1111tttt♦ GUSTS) x TWO ANCHORS AT EACH SIDE < M NI // K / x / // \ �% / / \ \ \\ \ W W _� I / // x j 9 \ n N ttttunlr/ram ♦♦ %�,i� } .70592 DI 051 Mar 11,2019 `'-'�`lw~" �°�(�•'• STATE OF 74y� . s[A •• - i :t♦�'''�[ORtOh'' �g®�� 0 WINDOWS 1,°SONAL �♦♦♦ ��� m OZ MWI¢ f Z Q � O p`,� 0$HA O�rc Cm 0 IL 13 G 0 a W O {L z D- J/ 0 V W 0)�G ao m 3 oa 0 U o el and w m w F '1 g v 0' z 3 w w 2' j U u N C o n N O ; p o a E3 J M QZ IL O O �l o n F�€ w c 0 0 o n = 0 r c - i I �I r I FLANGE drawing no. 1N�/}- 6 AND FLUSH FRAME sheet 4 of 1 0 DESIGN LOAD CAPACITY -PSF SIDE BY SIDE SINGLE VENT WDW3. WINDOW DIMS. GLASS TYPES 'A' & 'B' 1 X 9 MULL l X 4 MULL WIDTH (W) HEIGHT (H) EXi.(+) EXi.(+) 19-1/B• 24" T6-1/2' 30" 37" q2• ae' 53-1/8' 38-3/B' B0.0 80.0 B0.0 80.0 B0.0 B0.0 B0.0 80.0 80.0 B0.0 80.0 80.0 60.o Bo.o 80.0 80.0 19-1/8• za" 26-1/2" 30" 37' 42' 48' 53-1/B' 48• 80.0 80.0 eD.D Bo.o 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 Bo.O B0.0 80.0 B0.0 B0.0 19-1/B• 24" 28-1/2" 37" 42• 48° 53-1/8" 80.0 B0.0 B0.0 B0.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 B0.0 19-1/8' 24" 26-1/2• 30" 37° q2' 60" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/B" 24" 26-1/2" 30° - 37" 42" �" 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 B0.0 80.0. 80.0 80.0 B0,0 19-1/8' 24 30" 37" BD.O 80.0 80.0 80.0 80.0 BO.D 80.0 B0.0 19-1/B' 24" 30• 37, 80.0 80.0 80.0 80.0 B0.0 80.0 73.5 B0.0 19-1/8' 2a° 26-1/2" 30' 37• 74-1/4' 80.0 80.0 Bo.o Bo.o B0.0 80.0 79.2 80.0 66.6 80.0 MU 'ON WDW. N0. OF NO. OF DESIGN LOAD CAPACITY -PSF DUAL VENT WINDOWS WINDOW DIMS. GLASS TYPES 'A' h '8' WIDTH (W) HOGM (H) �(+) 37" qB• 53-1/8" 60" 74• 84" 96• 106-1/4" BO.D B0.0 B0.0 B0.0 80.0 B0.0 80.0 80.0 37• 48" 53-1/B" 60" 72" 74' B4' 96' f06-1/4' SD-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37' 48' 53-1/8" 80' 72" 74" 84' 60° 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 37" 48" 53-1/B• W. 72" 7a' 84' 6J" 80.0 80.0 80.0 80.0 B0.0 eo.o 80.0 37' 48" 53-1/8" 60' 72" 74' 66" B0.0 80.0 80.0 50.0 80.0 80.0 37' 48" 60" 72• 7a" 80.0 80.0 80.0 80.0 eo.o 37' 48' 53-1/8• 6D• 72" 74' 74-1/4' 80.0 B0.0 80.0 80.0 80.0 78.9 WDW. HEIGHT N0. OF N0. OF KEEPERS HINGES OPTO AT SASH AT SASH 42' 2 2 74-1 4" 3 3 DESIGN LOAD CAPACITY -PSF SINGLE VENT wTxnows WINDOW DIMS. CLASS TYPES 'A' h 'B' WIDTH (W) HEIGHT (H) ��(+) 19-1/8• 24• 26-1/2• JO• 37• 42° aB' 53-1/8' 48" 80.0 80.0 80.0 80.0 80.0 80.0 Bo.o 80.0 19-1/B° 2a" 26-1/2• 30' J7' 42 48" 5J-1/B" 50-5/8" 80.0 eo.o 80.0 80.0 80.0 80.0 BD.O 80.0 19-1/B' 24" 26-1/2• 30• 37" 42' �" 80.0 B0.0 80.0 80.0 80.0 80.0 19-1/8 24' 26-1/2" JO• 37' 42° �" 80.0 80.0 80.0 80.0 80.0 B0.0 19-1/8• 24° 26-1/2' 3p" 37" 66" 80.0 80.0 80.0 80.0 80.0 19-1/B" 24" 26-1/2• 30• 37• 7Y 80.0 80.0 80.0 - 80.0 80.0 19-1/B• 24' 30" 37' 80.0 80.0 80.0 80.0 N0. OF N0. OF WDW. HEIGHT _KEEPERS HINGES- UPTO AT SASH AT SASH 42' 2 2 74-1 4" 3 3 1/8" HEAT STREN'D GLASS (•) ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL m 090" Interloyer j Trosifol PVB `r 0 n By 'Kuroray America, Inc.' OR 3 090" Interloyer ® n W SentryGlas By 'Kuraray Americo, Inc.' y1 f $ a. I 1 /8" HEAT STREN'D GLASS (•) a �60 O p` m 0 w O Ig z m a SILICONE DOWSIL 795 d p t z m SILICONE DOWSIL 795 24 9 t N 19 m M M ® it K 10Iy2A 0 N W K Q W LL N 26 25 y B w ar"i i ► 22 0 n VENT FIX. LITE GLASS TYPE 'A' J j 3 N 1/8" OR HEAT STREN'D GLASS p Z U — C n 5/32 TEMP. GLASS JE 1/4' AIR SPACE 1/8" HEAT STREN'D GLASS I O y "I 13 Q 090" Interloyer t v Trosifol PVB 'Kuraroy By America, Inc.' OR Z �I U)'n N N m Z 090' Interloyer SentryGlas � I O o By 'Kuraroy America. Inc.' 1/8" HEAT STREN'D GLASS U ^ o i m SILICONE z 53 SILICONE N DOWSIL 795 0 w DOWSIL 795 '� 24 6 III \ ail 12 Zl vsWi 4 w i DURASEAL SPACER 26 25 BY 'Q11AIEX' 10 OREDGE DINAL XL cST. k S ACER VENT FIX. LITE STEEL GLASS TYPE GLAZING OPTIONS �11L711"frr77 ` r� :. '. • upEf+sF'••.� o i n q NOTE: 7�� IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING Q _ EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED. ar11.2019 �; r--- (•) GLASS TYPES 'A' 0, ATE OF Qy�� drowing no. 1/8" THK. H.S. GLASS CAN BE UPGRADED tv'- ifY.=dc'rod"`''C'O1S0L �i� yy+'' ORION,' �r�r�i10NALI,�� WOLF—�F) UP TO 1/4" THK. H.S. GLASS sheet 5 of 11 MANF./SUPLIER/REMARKS 1 CM700-001 2/ WOW FRAME JAMB 6063-T6 - 2 CM700-002 2/ WOW FRAME HEAD AND SILL 6063-T6 - 3 CM100-007 AS RECD. FRAME JAMB (FIX.) 6063-T6 FOR FIXED WINDOW 4 CM100-008 AS REQD. HORIZ. IMPOST 6063-T6 FOR FIXED WINDOW 5 CM100-012 AS REQD. JAMB ANCHOR CLIP fi063-T6 - 6 CM100-013 AS REQD. VENT HINGE 6005-TS INSTA s TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1BY WOOD BUCK EDGE DIST. ° 4 y 4. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING WOOD 21 U `-•UU II V —vu II O 1 \ N \ 21 TYPICAL ANCHORS METAL SEE ELEV. SHEET 3 79 STRUCTURE FOR SPACING i� TYPICAL ANCHORS AHEDGESEE ELEV. SHEET 2I / FOR SPACING n u 4. < " 4 EDGE Div. 0 MULLION & MUL ON SERE (SEPARATE NOA ANCHO SD 1/4" X 3/8' 2 WEEP SLOT AT EACH END ° as TYPICAL ANCHORS \ ? ,.• °< SEE ELEV. SHEET 2 n FOR SPACING I CAL ANCHORS ELEV. SHEET 2 SPACING TYPICAL A SEE ELEV. FOR Y OD BUCK � B1 .a I� WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE] MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. v 3 jW Y "ao •ELEV. SEE TYPDIA. 07 SPACING z n J 1/4* ULLTR CONK BY'ELCO' F=17KSIFy 155 KSI) 'HILTI' Z N O �, d mo 1/4" DIA. KWIK-CON II BY (Fu-138 KSI, Fy=137 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p m IL � 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) p 39 y THRU BUCKS INTO CONC. OR BLOCKS c Idm \ !BY 1-3/4MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) D 2 m o 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) Oa a 0 Q DIRECTLY INTO CONCRETE OR BLOCKS C 4 t'¢ z 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) rc 0 N 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) LL Z o f a STRUCTURE 1/4" DIA, TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) .dote JI Q m m - f INTO METAL STRUCTURES (HEAD/SILL/JAMBS) c n (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) i� a STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 o m I4 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) COUNTY APPROVED MULLIONS z 3 c o `• 39 = INTO MIAMI-DADE (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS w m " ALUMINUM: 1/5" THK. MIN. (6063-T5 MIN.) (NO SHIMS) w 8 U STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) j `a v 3 a t a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. E z LL INTO WOOD STRUCTURE = 1" MIN. I INTO METAL STRUCTURE = 3/4" MIN. o () ^ o j WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. i c�i ir CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. O I C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ��olw SEALANTS: s o ALL FRAME AND VENT CORNERS SEALED WITH o 0 0 F JOINT SEALANT. ua a u �71PICAL ANCHORS " `V <S0 By L�----•--- SEE ELEV. SHEET 2 r yvifvniiJa�'Pe}afi�rx Ca»>z°� FOR SPACING EDGE DIST. • �`p%'', I' I I • VG IL oEN3F I - . 7OW2 .. a 112019' STATE OF Qg�� drawing no. •'' ••... W04-16 EDGE EDGE DIST. DIST. m Ul z < p r O;D 0 0 -T C _Js0 a 0 EDGE DIST. cl EDGE DIST. .... ...... revisions; 0 date I by1descripti.. FC -Ml 00 ALUMINUM CASEMENT WINDOW (L.M.I.) AL-FAROOQ CORPORATION' ENGINEERS & PRODUCT DEVELOPMENT REV. P RE MMENM RC Home Showccse, Inc. 93GO SUNSET DRIVE, SUITE 220 15 REV. PER FIER COMMEWS C, * I , . 0 16115 NW 52nd Ave. MIAMI, FLORIDA 33173 (C.A.N. 3638) < 02.22.10 Miami, FL. 33014 TEL (305) 26"100 FAX (305) 26Z8976 C L 02.28.19 nC)l r - LL. L305) 392-6214 PAY. 305) 2 -ANL\WO4-16RC -p 60-64111 X COMP e 8 -T g o mzz 0 z _ d C7 m h7 M r 0 C z o a d -- y za s p o 0 mm m m $ - 0 — � o I � F+' A �y S. IS m O x2Z Oi ' O m :2 30 p fq.� S A• y .. A" �.mz mo ra i�6q� :D ....- •• \` ° ° c A I �NIA/1 G. ° A °�' �N0 EDGE DIST. ��I II III111\\\\ m - - revisions: � a Baca: o3-at-aa CM100 ALUMINUM CASEMENT WINDOW (L.M.I.) AL-FAROOQ CORPORATION m e O no a e escn ion �__ _ - ;� ----' ENGINEERS &PRODUCTDEVELOPMENT f 0,5 .wl�: t/z• _ ,• i oe.,,s REV. PER RIM COMMENTS RC Home Showcase, Inc. 9380 SUNSET DRIVE, SURE 220 I 11.1.REV. PER RER COMMEMS I16115 NW SZnCI Ave. MIAMI, FLORIDA 33173 (CA.N. 3538) gOm -O.. dr. by. 7gR10 R 02.22.19 UPDATED TO 2017 FfiC L 02.28.19 NO CHANGE THIS SHEEP Miami, FL. 33014 TEL. (305) 264-9100 _ FAX. (305) 282-6978 P eAk DY—.. ___._ -- — — TEL. (305) 392-6214 FAX (306) 260-6432 ��--- COMP—ANL\W04-16RC� ' D.L. e e 13/4• MIN. .e 4 G rn o 01^. e n m v F 91 o n rn 0 SHIM N A II-- AT FLUSH I ADAPTER .n ONLYy ° Om� w s vo SHIM N w ep. EDGE ( 111111I f f p� J 111111 )� i t — dr, i. TAR10 ahk. fiy. VENT WIDTH EXTERIOR EXTERIORVENT F e s O ° 8 AHo p p m SHIM x. �N e MIN, " AT. FLUSH e DAFTER r °•ONLY °e- � Almrl� MAX. IM c p=o . x. ' •. 90 u mo 1 �v�cl m � I N N O� A O p p w N CM100 ALUMINUM CASEMENT WINDOW (L.M.I.) AL-FAROOQ CORPORATION RC Home ShOWCO3e. Inc. 936ENGINEERS& PRODUCT DEVELOPMENT 0 SUNSET DRIVE, SUITE 220 16115 NW 52nd Ave. MIAMI, FLORIDA 33173 (C.A.N. 3538) qe Miami, FL. 33014 TEL (305) 264-8100 FAX. (305) 262-6978 �s TEL (305) 392-6214 FAX. (305) 260-5432 COMP—ANL— W04-16RC ' �-2.028 .562 .062 TIP. L .090 I I 1.885 1.375 .87I5 L 4 HORIZ. F 1.938 ,062 .688 -1.906 IMPOST -1.828 L.O62TYP. 2.625 .078 1.399 IL I !^-.978-d 1.704 19 VENT STILE 683 I .125 1.934 .062 39 FLUSH ADAPTER HEAD/SILL /q m O2.885 W �' O I0u IL p C Q h v O Z M ®a Q �D aW7�m' JZ��•i Q w m f 3 J a O V LL o 1.736 2 FRAME HEAD/SILL 2.000 3.062 �•2.562 062 TYR 6.124 .062 1.708 2.125 .I4�. 1�683 .125 1.906 .062 � ; vf' O N v to t I I I 1.250 FRAME JAMB 2.500 13 VERT. IMPOST 0 '500 ao FLUSH ADAPTER JAMB O I w ( o e N o d U > p v nN (A N raj n2000 = N •E v C1 O 0 75D r r 1.1062 2125 .875 3 FRAME JAMB (FIX.) F-2.000 .062 .500 1.875 .875 O FRAME HEAD/SILL (FIX.) 3t2 2.500A L�. 312 I� 2.500 - 20 CORNER KEY .304 ��� .469 � L.958 J� GLAZING INSERT 22 RIGID PVC _y o g!a_o 3g3+�l r•-.090 50 J1.203- .9•.907 �� .912 9O 110 .050 TYP. .875 8F•-2.187-�i .734 1.n ! Noy •` N 0 0 c - GLASS STOP (FIX. LAM. GL) SNAP COVER (FIX. LAM. GL.) � JJ JAMB ANCHOR CLIP 14 IMPOST ANCHOR CLIP `7111111tUryrr k(� - '"�' .'�GENS�e •••• ..9 9arll,201.9FIT! '' //,'�,��� 1 ®.'•. STATE OF 7 `y�� BY _t��rT � •••.;°LORIOP•.� L✓ Dace i-re`u.�^tCm:scl i 4S�e '7,77i ��.� V�� i B a 6 P .9074 -� II I 10-•i•542h- GLASS STOP (FIX. LAM. INSUL GL) .110-y .050TYP.I85� I.535 F .945� 12 SNAP COVER (FIX. LAM. INSUL GL) 1.581O517 Q ! - .738 0 FRAME HINGE 562"p- ! !^-1.699 6 VENT HINGE dfOw;ng no. sheet 10 of 11 N 0 m J 0 - 0 0 D \\ z 0 m N g ,e ®� i� 9 O N N � •'� �T11111111\ m revisions: CM10.0_ ALUMINUM CASEMENT WINDOW (L.M.I.) AL-FAROOQ CORPORATION 03-01-04 ;« O FGINEERS & PRODUCT DEVELOPMENT C Home Showcase, Inc. 93605UNSETDRIVE, SUITE 220 ar. by TARIO 16115 NW 52nd Ave. MIAMI, FLORIDA 33173 (C.A.N. 3538) /+ Miami, FL. 33014 TEL(305) 26449100 FAX.(305) 262-6978 �r cbk, by, lEL 305 392-6214 FAX. (305) 260-5432 ( ) _ �— COMP—ANL�W04-16RC� f.2.28 escn lon 5 REV. PER RER COCOMNENIS CHIS SHEDUPOATEOTO1017 FHC9 NO CHANGE THIS SHEET [by: E. Stofft Architects, P.A. proval for Acquavista Lot MIAMI•DADE date: f) MIAMI-DADE COUNTY MWAUM kL PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy RC Home Showcase, Inc. 2970 NW 75' Avenue Miami, FL 3312 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Single Outswing Aluminum Entrance Door APPROVAL DOCUMENT: Drawing No. W11-11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets lthrough 5 of 5, prepared by AL-Farooq Corporation, dated 03/02/1 land last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See charts in sheet 1 for number ofiHinges and Locking points required per door sizes. 2. Max. 7/16" load bearing shim, except'/4" max into steel substrate. 3. Max O.C. anchors spacing at head/sill, not to exceed 20". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:.The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 18-0418.07 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 19-0312.03 htiartNnane :OUNTr END 51� Expiration Date: August 19, 2024 t� Approval Date: April 18, 2019 Page 1 Hl1a, P. RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No. W11-11, titled "Series RD45 Alum Entrance Door (L.M..I.)", sheets lthrough 5 of 5, prepared by AL-Farooq Corporation, dated 03/02/1 land last revised on July 07, 2011, 2011, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under files #15-1007.03 (RC Home), #13-1112.07, # 12-0410.07(RC Alum) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of single aluminum outswing doors, Fenestration Testing Laboratory, Inc., Test Report No. FTL-6381, dated 12/17/10, witnessed by Jorge A. Causo, P.E., signed and sealed dated 02/14/11 by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014, prepared by Al—Farooq Corporation, dated 09/25/15, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies w/ ASTME- 13 00-04& -09. D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2014, issued by Al—Farooq Corporation, dated 09/21/15, signed and sealed by Javad Ahmad, P. E. 2. Asset purchase agreement dated 10/01/13, between Manuhen Enterprises, LLC ("MANUHEN") Buyer, RC Home Showcase Inc. ("RC HOME"), Seller and RC Aluminum, Industries, Inc.(RC ALUMINUM") Seller, signed on behalf of the respectively companies by Mr. Manuel A. Kronfle (MANUHEN) Mr. Henry F. Kronfle ((MANUHEN), Mr. Raul Casares (RC ALUMINUM/ RC HOME), Mr. Eusebio Paredes and Ms. Nancy Vias (RC HOME) (Submitted under previous NOA No.13-1112.07) 3. Statement letter dated OCT 30, 2013 issued by RC Aluminum Industries, Inc, requesting Name change, by way of sales of Assets of ownership NOA(s) transferred to RC Home Showcase, Signed by Raul Casares, President RC Aluminum Industries, Inc. (Submitted under previous NOA No.13-1112.07) t, l - (�," -- Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0312.03 Expiration Date: August 19; 2024 Approval Date: April 18, 2019 E -1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continue): 4. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized' under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Statement of Lab compliance, as part of above test reports. G. OTHER 1. This NOA revises NOA # 15-1007.03, expiring 08/19/2019. 2. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. W11-11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets lthrough 5 of 5, prepared by AL-Faroo'q Corporation, dated 03/02/1 land last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2017 (61 Edition), prepared by Al—Farooq Corporation, dated 03/05/18, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 60' Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 03/05/18, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 15-1007.03, expiring 08/19/2019. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0312.03 Expiration Date: August 19, 2024 Approval Date: April 18, 2019 E -2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. W11-11, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets 1through 5 of 5, prepared by AL-Farooq Corporation, dated 03/02/1 land last revised on MAR 05, 2018, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter dated March 05, 2019, issued by RC Home Showcase, signed by Roberto Perez. 2. Statement letter of conformance to FBC 61 Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 03/05/18, signed and sealed by Javad Ahmad, P.E. (submitted under file # 19-0312.03) G. OTHER 1. This NOA renews NOA # 18-0418.07, expiring 08/19/2024. Isha(f 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-0312.03 Expiration Date: August 19, 2024 Approval Date: April 18, 2019 E -3 DOOR HINGES 4' SEE CHART 1/4' HEAT STREN'D. GLASS CAI MAX MAX. 090' Intedayer N0. OP SentryOlas FRAME NTH FRAME HEIGHT HINGES PER LEAF By 'Kuraray America, Inc.' 36' 3 1/4' HEAT STREN'D. GLASS 42' 84' 3 48' 4 z m SILICONE 3 36" N DOWSIL 795 42 96' 4 48 4 36' \ 4 I�• \ 42' 1D8' 4 5 m 36• 4 o \ / 42• 120' S o \ / 48• 5 t 2 r M3 �t N ,m GLAZING DETAI o 0 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (MULLED) COMBINATIONS OF FRENCH DOOR/FRENCH DOOR OR FRENCH DOOR WITH OTHER APPROVED DOOR TYPES IN MODULES OF TWO OR MORE DOORS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM DOORS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED.. - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. SURFACE APPLIED FALSE MUNTINS MAY BE USED LEAF WIDTH = FRAME WIDTH — 3.625' LEAF HEIGHT = FRAME HEIGHT — 2.8125' 48' FA 34 44 3/8• MAX LEAF WIDTH TYPICAL ELEVATION MAX. FRAME WIDTH MAX. FRAME HEIGHT NO, OF LOCEDIG POINTS PER LEAF 36' 42 48• 90' 4 4 s 36' 42 48• 96' 4 S 5 36' 42' 1.1 IDS" 4 5 6 36' 1. qg• 114• 5 5 6 36 42' 48' 120' 5 6 6 LNG POINTS CHART 4 POINT 5 POINT 6 POINT T:z 9mvvCfREvFW LOCK LOCK LOCK rr�wp A CCNQ' IU- 7 •% - - gdpy+AtiueQate V 'Z;ol�1 pyy aE1m� MAXIMUM DESIGN LOAD RATING = + 125.0 PSF (FOR S2E5 SHOWN ABOVE OR SMALLER) — 125.0 PSF AS ALLOWED BY FBC ``t11111111 /'/ PRODUCTRENEWED `��• ��+IV T ee wmpv g wIlk t'4e Elarwa `� '�;•• VOE 2 Ha14oQcaae Na Iq-o312•o MAR 0 5 2018 Aecepleuor E:pirvtioa Date N I Zq NOTE: GLASS CAPACITIES ON THIS SHEET ARE Mimi Dk Pro VOOM• BASED ON ASTM E1300-09 (3 SEC. GUSTS) �O AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 i r a •'�(� drawing no. 9\`ram W 1 — TYPICAL ANCHORS m SEE ELEVATIONS r. FOR SPACING � m= N o J ED6E C � O 1 � .3 Ke CONC. 5/8. MIN. THROW BOLT PENETRATION W1 3 KSI 'CONE: KEE YPICAL ANCHORS ELEV. FOR SPACING TYPICAL ANCHORS 1BY WOOD BUCK 2BY WOO UCK NOTE SHEET 1 OR W STRUCTURE -SEE ' NOTE SHEET 1 EDGE DIST i _ m m s w enN m J J TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT DY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' X 2-3/4" KWIK-CON II BY 'HILTI' (F.-138 KSI, Fy=137 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" Z. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1 /4' DIA. TEKS OR SELF-DRIUJNG SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. WEEPHOLES: Wt = 1/2" DIA. HOLES AT 4" FROM ENDS AND AT MIDSPAN. METAL V e STRUCTURE m EDGE DIST. AQ 7d. N 1� Op` O U CL ¢ Q V a _ \N vtuTa a�¢m a TYPICAL ANCHORS Q a O aap SEE ELEVATIONS Q U)z G FOR SPACING � N Q Ul:) (1. W U) J��¢ i j l MIAMI-DARE COUNTY APPROVED I I Q W a�1 NEE MULLION I I I j SEE SEPARA F NOA j l II II I`------- ---------- g n � J I m 0 o O U � C M w U q U j TYPICAL ANCHORS w 0 SEE ELEVATIONS FOR SPACING g c 7 a tn�ro PRODUCT RENEWED n 0 compj'tnn with the Fl-d" E Z AccepC-dcQQ 12.03 N = v'i .- n Ptance No 11�03 W it Id allaei Ba11 e,t�i+.tere° � oRODUC.f R�� ' ea mmi�yrB .UFWWm. E 6oifhn¢Cod. No 1 .o4I •a7 8 - AaeR Wte��.l91i•t9 `o i � � " MAR 0 5 2018 9' • n gdrawing no. 9,.� W11-11 D ot EDGE GIST. 1 ?g i1cp I I ^lx p c i cT m O � O m i i ". . i I' I III II I I m � v F9 G1 0 iI I I I I I I 1 I I I i l I I m 0 O t� wo Et��f IS O s {•Sy$yF" � Z N C K N =m i C7L u�� m Oo p 3: 0C C`0 0 z -n FFl min ft ® pm �.• w �o •:�� EDGE.Cp MR 9 !R � g EDGE DIST. O xo revisions: a. dale; 03-02-11 SERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) AL-FAROOQ CORPORATION 0 ENGINEERS & PRODUCT DEVELOPMENT RC Home Showcase, Inc. W —+ 9360 SUNSET DRrM SUITE 220 0 I dr q" TARIO 161 15 NW 52nd Ave. MIAMI, FLORIDA 33173 (CA.N. 3538)rf—C Miami, FL. 33014 TEL (305) 264-8100 FAX. (305) 262-6978 •1 0 °NE' Dy' E 0 .28.18 NO cINNOE THIS sHEEf TEL. (305) 392-6214 FAX. (305) 260-64" COMP—ANL\W11-11 RC no a e escrl Ion A 08.10.11 REV. PER BNC COMYENIS B 03.20.12 NO CHANCE 7W5 SHEET C 10.10.1} WNUF. lL1AIE REV. D 09.22.15 UPDATED TO 201A FBC 3.750 •125,100 1.625 .125 L 2.125 4--1.e7s� DOOR HEAD TOP RAIL �1.812� j�-4.209 115 � I .100 TT'P. 1.470 4.000 1.750 2115r 1 2,1117 L 156� I4^4.125 t.156 1.687 Es HINGE STILE FRAME JAMB .500-1 1— .062 1.844 .625-� k_ VERT. JAMB STOP r 1.875 '' 1.375 875 .07 T .188 3.750 FRAME SILL -'y 500 1 S40 LI 1.000 1 II .125_� I_ SHEAR BLOCK �4.209 100 UR 1.750 �L-4.125- M LOCK STILE i) BOTTOM RAIL INTERIOR GLAZING BEAD .552 �.062 1.246 •875 VERT. EXT. GLAZING BEAD ITEM /j NUMBER READ. DESCRIPTION MATERIAL. MANF./SUPPLIER/REMARKS El R045-623 1 FRAME HEAD 6005-T5 - E2 RD45-624 1 FRAME SILL 6063-T6 - E3 RD45-022 2 FRAME JAMB 6063-T6 - E4 RD45-004 1/LEAF TOP RAIL 6063-T6 - ES RD45-021 l/ LEAF BOTTOM RAIL 6063-T6 - E6 RD45-006 2/ LEAF HINGE STILE GODS-T5 - E7 RD45_002 2 1 VERTICAL JAMB STOP 6063-T6 - EB RD45-010 AS REDD. INTERIOR GLAZING BEAD 6063-76 - E9 RD45-007 AS REDD. VERTICAL EXTERIOR GLAZING BEAD 6063-T6 - E10 R045-017A AS REDD. LOCK STILE 6005-T5 - M11 W3147JNK AS REDD. WEATHERSTRIPPING - - M3 - 2/ LIE 3/16' x 3/4" x 4" SETTING BLOCK, AT 6" FROM ENDS EPDM DUROMETER BOt5 SHORE A M4 RD45-M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005-TS SULLIVAN & ASSOCIATES M5 RD45-M14 1 3/4" X 3/4' X 1/8' THK CHANNEL ALUMINUM AT THRESHOLD M7 - - BAR REINFORCEMENT, 2' LONG ALUMINUM - MB PLATE REINFORCEMENT, 3-7/8' LONG ALUMINUM - M9 - PLATE REINFORCEMENT. 7-5/8' LONG ALUMINUM - V1 V-096A I DOOR W'STRIPPING VINYL - V2 V-072 PILE WITH INTEGRAL FIN - 51 AS REDD. 03/8'-16 X 1-1/4' LG. FULL THREAD HX.HD.. - 1 PER CONER S2 AS READ. 03/8-16 % Z" LC. FULL THREAD HX.HD.. - 1 PER CONER S3 4/ HINGE J12-24 X 3/4" I.G. PHIL F.H. MACHINE SCREW ST/ST HINGE INSTALLATION SCREWS 54 AS REDD. '12 X 1-1/4' LG. PHIL SMS. ST/Si ASSEMBLY FASTENERS Sil AS READ. }72-24 X 3/4" PH MS SI/ST I - O O O 4.250 0 0 Ij 00 4­156J Il—�i .781 1.843--i .1881 1 HANDICAP OFFSET HINGE LOCK: (SEE LOCKING SCHEDULE SHEET 1) FLUSH MOUNT METALLIC MULTI POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT LEVER TYPE HANDLE AT 36' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK FASTENED TO LOCK STILE USING (14) 08 X 1" FH SMS HANDLE FASTENED USING (3) #12-28 X 1-7/8' OH MS KEY OPERATOR FASTENED USING (1) #12-28 X 1-7/8' OH MS PRODUCTRENEWRD VRODUCf REVIND ms complying with the Furl& is cmpiYloE with the o Fleridt Dniding Code Accelitenu lVo (9.03/�•�� A� poze No( T D'] Ezpiratioo Dah Rn4 I9.72`t Erpk.Ws Do- q f;pit07[OadR netL�IOA' rludhct�� G z n MAR 0 5 2018 = b. OF ' •�' drawl ng i i Y 3 a 0 cn +v 0 l00 0 \ �v Y r A c SERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) n TIaS SNEEf FRCHe Showcase, Inc. 52nd Ave. . 33014 HIS SEEP IS SHEET 92-6214 FAX. (305) 260-6432 no a e escn Io A —10. 11 NO CH 0 B 03.20.11 NO CHPNCE C 10.10.13 AUNUF. NPAIE 0 09.22.15 NO CHMGE T \ \I e AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (CA.N. 3536) /� TEL (305) 264A300 FAX (3a5) 2626976 V o.. [NOA dall E. Stofft Architects, P.A. Approval for Acquavista Lot MIAMI•DADE date:, AUa MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy RC Home Showcase, Inc. 16115 NW 52°d Ave Miami, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FX100" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1, 2, 2.1, 3 through 7 of 7, dated 05/29/04, with revision L dated 02/27/19, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent 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 after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 18-0213.05 and consists of this page 1 and evidence pages E-1, E- 2, E-3, E-4 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAMFDADE COUNTY �, 2 , NOA No. 18-0517.08 Expiration Date: August 19, 2024 p5 OZ 20 �� Approval Date: May 02, 2019 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 12-0713.09,10-0426.07 and 05-0815.01) 2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 05/29/04, with revision K dated 02/23/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6449, dated 2/29/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-0713.09) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6043, dated 10/22/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No.10-0426.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .3) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5866, dated 10/09/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No.10-0426.07) Sifang Zhao, P.E. Product Control Examiner NOA No.18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmED) 4. 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 drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4290 dated 08/16/04, FTL-4294 and FTL-4296 dated 10/08/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) 5. 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 along with marked -up drawings and installation diagram of an aluminum fined window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4293, dated 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 02/15/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated February 15, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, RE 2. Laboratory compliance letters for Test Report No. FTL-6449, dated 2/29/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.12-0713.09) 3. Laboratory compliance letters for Test Report No. FTL-6043, dated 10/22/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10- 042 6.0 7) —':j Srfang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-2 RC home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNrnvuED) 4. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 10-0426.07) 5. Laboratory compliance letters for Test Reports No. FTL-4290 dated 08/16/04, FTL- 4293, FTL-4294, FTL-4295 and FTL-4296 dated 10/08/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815. 01) G. OTHERS 1. NOA No. 15-0512.24, issued to RC Home Showcase, Inc. for their Series "FX100" Aluminum Fixed Window - L.M.I., approved on 01/14/16 and expiring on 10/19/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked —up by National Certified Testing Laboratories, Test Report No. NCTL-110-12451.01, pages 01 through 07 of 07, dated 11/13/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator —In —Responsible —Charge. 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100; Raw Material: Aluminum. Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice —President. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1, 2, 2.1, 3 through 7 of 7, dated 05/29/04, with revision L dated 02/27/19, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. None. G. OTHERS 1. NOA No. 18-0213.05, issued to RC Home Showcase, Inc. for their Series "FX100" Aluminum Fixed Window - L.M.I., approved on 03/22/2018 and expiring on 10/19/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 E-4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control. ,a ,'iw s� . a rnz ez� .}u :.,.� ,. r � .>,: .� v� '� r• csfi c,.: �- � z- e*'. ,.+, ,, .' „ % Recycled % Recycled % Bio—based % Renewable Material Content at Component Name at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A . itf"1 '�^:'?t �YS���5� .�i,.. r'Y�}��Y4i✓�l'�'3 kj'A^2^:'.AS�.'. tA'�`v`�i tA� ".a'i''�:: : 'l ti"i.$:bg y �-�. {�. - **i •"' '� i„ F�' E r 'Ip 'x'G�'M" •hY `}�Y" '"i � i5� T T' y "v 4 .L� IT lei !\ z' G.8. ,Do Test Product Glazing Components: U G.9: VT CR Report#: Number SHGC Factor Base line 000 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 0.24 16 Product — — — — — 1. 001 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8 0.48 0.23 0.24 16 2. NCTL 002 5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB,1/8 0.48 0.24 0.33 16 3. 110-12452-1 003 5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8 0.48 0.23 0.22 16 4. 1 1 004 5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8 0.48 0.23 0.31 16 Le end Abbreviations: Description: SS—D Desiccant —Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB 0.090" Poly Vinyl Butryal(PVB) interla er CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass Component Name I C—Value 1. Whole Window 0.95 G-1 G -> Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0517.08 Expiration Date: August 19, 2024 Approval Date: May 02, 2019 W�OTH� Wb WIDTHS W W J 3o O 0 0 L J WINDOW W WIDTH_, WINDOW WIDTH I I I h I � i I �I I SQL— —J WINDOW 1 1 -WINDOW 1 1 WINDOW WIDTH i I i I WINDOW 1 1 WINDOW _ W WIDTH _, WINDOW WIDTH XF —1 r - 3 [ .lr7 I i L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 60" 55 3/4" 60 1/4" MAX. 56 FALSE MUNRNS (SURFACE APPLIED) MAY BE USED I' '1 =___ — =____ 0 J i o ' 4' FX100 ALUMINUM FIXED WINDOWS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2.1. APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. -LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 4" MAX. TYPICALELEVATION TESTED UNITS 18' MAX. THIS PRODUCT WITH GLASS TYPES 'C', 'D' & 'E' COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT PsZVMD zs cam-yIF>Z weth the noxida 70582 ;:�,riraaosL�� In•D� �� ��® af11,2019 OF �ATE �8/4 BYiEyi 1;-_c:� r•Yrlia Control Z mm n Oz m� W N Z N a 5 ® 00 a N wad 0 U 0, V O.re1 0'0�' o 0 ano S E 0 a wDIC m LLz_N=o Q W a f f hawing no. W04-44 1/8' HEAT STREN'D GLASS (•) 090' Interlayer Trosifol PVB By Kuraray America, Inc.' 1/8' HEAT STREN'D GLASS (•) SILICONE Z F-DOWSIL 795 � y o 7 5 � I W 9 8 4 RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'A' V-1/8" HEAT STREMD GLASS (•) By 'Kuraray Americo, Inc' 1/8' HEAT STREN'D GLASS (•) SILICONE F-DOWSIL 795 MINOR RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 3/16' HEAT STREN'D GLASS (••) 090" Interloyer Trosifol PVB �i-3/16" By Kuraray America, Inc.' HEAT STREN'D GLASS (••) 1/8' OR HEAT STREN'D 1/8' HEAT STREN'D GLASS O 5/32' TEMP. GLASS 1a 51 w /4" AIR SPACE 1 /8" HEAT STREN'D GLASS .090" Interloyer Trosifol PVS By 'Kuraray America, Inc.' r 1/8" HEAT SfREN'D GU RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 1/4' AIR SPACE 1/8' HEAT STREMD GLASS R 090' Interloyer SentryGlas By 'Kuraray America, Inc.' �1 rSILICONE 57'TgRSEN'D GU" RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE `D' NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'B' & 'D' MUST BE TEMPERED. (") GLASS TYPES 'A' AND 'C' 1/8" THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS (*') GLASS TYPE 'E' 3/16' THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS RECT. OR SQUARE FRAME GLAZING OPTIONS GLASS TYPE 'E' ;Atha Florida 3hv�ni D;:de Pttthrct Conhol ;", p•A�� �i� I m L o.70592 % B ar ll,2019 �� a STATE OF dqy- drawing no. NA I AO 1 mA A W W a I A W W I N I+ T I A A 4 G I N I ?y + m N V 0 A m 0 m N v O m ° N O A m O N V O A m O • Or: N O A m N m m N m m N m m m N m r O G] m 2 yM Z O A m N N y y - 2 s � > n mm mm m m m m m m m m m m m m m m I I I I I I I I I I 1 1 1 1 I I I I I I I I I I I I I I I l o 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O O O O o y D JJ OO OG O OO OO OG OO OO m 0O 0O 0O OC OO OO OOO OmO mOCI OmO OmO mGO mG mO mG mO m mO GOm OmO OmO OmO mOO mG Om Om Om Om mO 0m 0m 0m m0 Cli--. mOmmOmmmmmJmmmmmmm m + ud m O O O O y i. bl O7 so; 1 Z m V)) m O Z _6 D (DS �m mN W O O Z O I = 01 In W M r*1 m� �D M C: n c C o. date: OS-29-04 O { scale: 1/2" e Y � dr. by: TARIO � chk by. no _ ate I bv I description'. H 10.10.13 MANUF. NAME RtY, I Oa,15.15 UPDATED TO 2014 FHC J 12_09_IS REY. PEN RER COMMENT$ K 07-23.18 UPDATED TO 2017 FEC Iml T b W m ID m N i a m N m a G) u z � Z O a 0 n yy ti 9 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ...--000033 . iN w 'd m y m m m m m m m... ppoo m m m m m mm v tP O O O O O O O O J O 0 0 0 0 0 0 �FX100 ALUMINUM FIXED WINDOW (L.M.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-5214 FAX. (305) 260-6432 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 f MIAMI. FLORIDA 33173 (C.A.N. 3538) C TEL. (306) 26"100 FAX. (305) 26ZG978 G EDGE DIST. TYPICAL ANCHORS --� SEE ELEV. FOR SPACING 7BY OR 2BY WOOD BUCK a \ ea " G° O m 1 q" N� EDGE DIST. 9 ACCESS HOLE TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA FOR SPACING 3 —04 c <� o d n v TYPICAL ANCHORS v e -SEE ELEV. FOR SPACING 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 0' �'J J O m� n WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE mF- MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q E ? n S o AND TRANSFER THEM TO THE BUILDING STRUCTURE. a' p 115 cy TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'ELCO' ° _ 'mm m 1/4" DIA. ULTRACON BY (Fu=177 KSI, Fy=155 KSI) 0 o ti 1/4" DIA. KWIK-CON II BY 'HILTI' (FU-138 KSI, Fy=137 KSI) 0' 00 °o INTO WOOD STRUCTURES 0 O 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) y t" a• Z ° m N THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS Q W M m^ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 ^ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Q m s ij DIRECTLY INTO CONCRETE OR BLOCKS 0 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) (� 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) I 1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) J INTO METAL STRUCTURES (HEAD/SILL/JAMBS) o ti y (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Z C n ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 3 ai STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) o to (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 Q N14 S IS OR SELF -DRILLING SCREWS (GRADE 2 CRS) 0 v INTO MIAMI-DADE COUNTY APPROVED MULLIONS to N j (3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS >_ m In m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) a EO z IJi �i STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0_ U o J CRITICAL EDGE DISTANCE D= INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. G WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. I LL L'� CONCRETE AT HEAD. SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. 2.1 a33 Q �'o 133 SEALANTS: 33� °��3�� ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. X tt � x N N 0 TYPICAL ANCHORS —SEE ELEV. i® FOR SPACING tvY�. z Fz Fu.-•c T_:,:s/Gist facIlrol %,� l N 70592 - 2,�T Mar11,2019Q_ o STATE OF drawing no. F40RIDPI��� W04-44 e•: WINDOW HEIGHT a O D.L OPG. O > a P m e m� m: EXTERIOR w m IN. to P: n. C eY >aR_ D ig na t/4• MAX. t/a" MAx. � o SHIM o SHIM - Am� N m y n z � tw O m - .° mCY;s 91i1Z O F111.11 oNmn m_ - zCcF CO o DZ�p < 0v1/4" MAX. mi a 3/16' MA%. I SHIME ro cN OD SHIM �m� c A a � 1/4" MM• m z • pi ___.._MAX. o � u N Nol mr 0 �^zo R. � zCO O-- c'`i- g ut n m •D � {� F -1°o x xa D .Y a 00 Z' Pi OD 51RUCTURE w a 3/8• MAX. O x w 1/2" MAX. - - SHIM SHIM +1N V N A ^� 1/2• MAX. n aG� SHIM n .yL � c7 x 0 z In _,j ., . 8 ti o ;� � Zy •I n P` •y O .tea N � •� Om J \ 44RJ cd n dote; os-zs-D4 revisions: FX100 ALUMINUM FIXED 3 0 no a e escn Ion _ WINDOW (L.M.I.) AL-FAROOQ CORPORATION d PRODUCE DEVELOPMENTRC Home Showcase,Inc.5 9360 SUNSET DRIVE, SURE 220 16115NW52ndAve.MIAMt,FLORIDA 33173PERRERCOMMEMSC.A.N. 8$38)TEDTO2017rBCMiami,FL.33014TEL (306)264-6100 FA]L(30�26269789lwlcE TEL. (305) 392-6214 FAX. (305) 260-6432 COMP-ANL W04- r. KAME REv.ENGINEERS reD 70 2ota Psc M,2.27.19NO THis sMtlf OGE DIST. o EDGE DIST. A nmv �Trti� o 2 CU EDGE DIST. WOOD STRUB RE 77 DGE DIST.1 v��t N I Am�7 z A o w • to to ° r � N � >> ° II N II � II � O O mT Ij I t F mpg II I O II 1.I C o 1 I zEl D0� III O o b -X O M •� A o i ii �I ii o p i ii (n,A i II r i l m O GN aA 0W. °m x I A� �mg n ° a z CI EDGE DIST. ,pi . -�° D EDGE DIST. N c¢ a: os-2s-Oa revisions: FX100 ALUMINUM FIXED WINDOW (L.M.I.) AL-FAROOQ CORPORATION' O n0 a e escrl ion _ .'�. 0 F "'— — 9360 SUNS T PRODUCT DEVELOPMENT stale: i�2' t• H 10.15.13 MANUF. NAVE REV. RC HOTTIe Showcase, Inc. Cn o oa.ts_ts UPDATED TO 2014 Fsc MIAMSFLORI D 33 SUITE 220 0 i dT. I* TARIO J 12.C9.15 REV. PER REP COMMENTS 1611 S NW S2nd Ave. MIAMI, FLORIDA 33173 (C.A.N. 3538) t ° N 02.23.16 UPDATED TO 2017 FCC Miami. FL. 33014 TEL.(305) 2848100 FAX. (305)262.6978 V P enk Ey. L 02.27.is Ro cILWCE rNls sNEEr TEL. (306) 392-6214 FAX. (305) 260-6432 COMP—ANL�W04-44RC �{ .750 r- FjTYP. .062 2.000 875 L2.125 1) FRAME JAMB/SILL 1.203� .969 07 062 , TIP. �I .912 — O GLASS STOP (LAM. GLASS) -•{ r.110 .050 TYP. .875 L1.315--�i O ME u SNAP COVER (LAM. GLA h,13l,9_-T .865 GLASS STOP (LAM. GLASS) FOR CIRCULAR FRAME .734 p- .094 1.583 ANCHOR CUP .3� 93� r I .380 .500 1.788 CORNER LOCK_ 2.000 062 I� .500 IA75 .875 p--1.876--�+ LIIf .062 400 �674 �F .125 1.906 —�II 11 FLUSH ADAPTER HEAD/SILL 3 FRAME HEAD/SILL/JAMB .683 - 1'072 06 .125 TYP. 1.804 1.906 .969 .907 .062 -••1.542k 12 �.500 O GLASS STOP (LAM. INSUL GLASS) FLUSH ADAPTER JAMBS ITEM NO. PART N QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CM100-007 AS REQD. FRAME JAMB/SILL 6063-T6 FOR FIXED WINDOW 2 CM100-012 AS REQD. JAMB/SILL ANCHOR CUP 6063-T6 - 3 CM100-015 AS REQD. FRAME HEAD/SILL/JAMB 6063-T6 - 4 CMIOO-016 4/ WOW GLAZING BEAD (LAM. GLASS) 6063-T6 - 4A CM100-017 4/ WOW GLAZING BEAD (LAM. INS. CLASS) 6063-T6 - 4B CM100-029 4/ WOW GLAZING BEAD (LAM. GLASS) 6063-T6 FOR CIRCULAR FRAME 4AB CMIOO-028 4/ WOW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 FOR CIRCULAR FRAME 5 CMIOO-018 4/ WOW SNAP COVER (LAM. GLASS) 6063-T6 - SA CMIOO-019 4/ WDW SNAP COVER (LAM. INSUL GLASS) 6063-T6 - 6 CMIOO-031 AS REQD. CORNER LOCK 6063-T6 - 7 V-059 AS REGD. VINYL FOR 5/16- LAM. 6° INSUL LAM. GLASS PVC - 7A V-038 AS REQD. VINYL FOR 7/16' LAM. GLSS PVC - 8 AS REQD. 3/16- X 3/8' X 4' L.G. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 9 AS REQD. 1/8' X 1/2' SINGLE FACE TAPE - - 9A AS REQD. 5/16' X 1/2' SINGLE FACE TAPE - - 10 #10 X 1' 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL. SMS 11 CM100-035 AS REQD. FLUSH ADAPTER HEAD/SILL 6063-T6 - 12 CM100-034 AS REQD. FLUSH ADAPTER JAMBS 6063-T6 - ? n W, y 0 Q LL 0ONN—a IL m a E 9 O Eyn 060�.1 0OLE�N O JJ a Q W w LL N �ZI I J O m Q J Q WNf 9 .110-q (2) #10 x 1/2" P.H. SMS (2) #10 x 1/2" P.H. SMS o C o l POINT "B" SCREW POINT "B' SCREW Z .050 TYP. �5 -I- 1 3/8' X 1 3/4" x 1/8' THK -T_ WELDED _-_- CM100-031 y -� ' ALUM. PLATE I CORNER LOCK w O y I U Q O ! 1 / I • 1 I II L Z i UlNt7 � 1 I f 1 it I I 117 M SNAP COVER LAM. INSUL GLASSz L ¢ 0 0 x ci O_ J E : .168 -� 983 I �_�_ �i -_�_ �i i i--� (2) #10 x 1' i I i I P.H. SMS N--ER POINT "B' SCREW CORNERS C7 r GLASS STOP (LAM. INSUL GLASS) g 12 S R FOR CIRCULAR FRAME CIRCULAR WINDOWS ' CIRCULAR WINDOWS OPTION 1 OPTION 2 i / n i RECT. OR SQUARE WINDOWS o o s ol_ FRAME CORNERS Mar112019 0 ®'••• STATE AOF S{q� drawing no. •'•.!.[ORIDP.•''�®�; W04-44 ?.1i r•:i %� Y_�' �2 Cmer01 ��ii�,��®BaFAL _ �b��V� TYPICAL ANCHORS �� ¢, ONE OR TWO AT EACH SIDE OF MULLION SEE CHART AT LEFT o FOR CAPACITIES 0 F q pp W7 W2 N lAl - 0a0�o U IINNVV `1. i W� 'N Vef o>M C Omm It I D O Nya I aW�gG O N V J p N p C o� 3 ti rn ' WINDOW ANCHORS SEE m ;� - Q 3" SHEET 1 FOR LOCATION AND L c 0 v SHEEP 3 FOR ANCHOR TYPES > (n N 10" z � M n n O Z TYPICAL ELEVATIONS oo = N ' n SIDE BY SIDE WINDOWS V o_ SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS � O WIDTH (W) W1 + W2 I 2 c'� ilk o w N 1" X 3' X 1/8' NOTES - Fo W3 ALUM TUBE MULLION 1 I) i 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION (6063-T6, �l CAPACITY OF 1X3 WINDOW MULLION. m a FOR OTHER SEE CHART OATTff.YPES TYPICAL ANCHORS 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2.1 SEE SEPARATE NOA SEE SPACING 3. FOR OTHER MULLION TYPES SEE SEPARATE NOA. FOR SPACING 4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE. m O O--ory ` O Z - - I \\\1111111 fit, It, .70592 $ D.L OPC. F D.L. oPc.! �`?, �� •• ar 11,2019 so EXTERIOR �/fl ' TATE OF By�� drawing no. WINDOW WIDTH WINDOW WIDTH __S...G----/7 'i��+Sy4'1';ORiOI!.••'� N104-44 ��v� 6D® ��\\ qr�®NAL11\\\ sheet 7 of 7 DESIGN LOAD CAPACITY - PSF SIDE/SIDE OR TOP/BOTTOM WINDOWS W ONE ANCHOR AT EACH SIDE TWO ANCHORS AT EACH SIDE Randall E Stofft{Architects, Acquavista Lot NOA Approval for M IAM NDiADE :> e • date ;�) ' a' NIIAMI—DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION '. 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/building RC Home Showcase, Inc. 16115 NW 52ud Ave Miami, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR100" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, with revision L dated 05/06/19, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance) number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent 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 after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No.18-0213.04 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4, E-5 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.19-0326.08 M{AMFDME COUNTY Expiration Date: August 05, 2024 �1l �Approval Date: June 20, 2019� 1 Page 1 i, RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 06-1130.02) 2. Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, with revision K dated 02/13/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6440, dated 02/25/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-0922.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 . 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6078, dated 12/05/09, signed and sealed.by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-042610) 3. Test reports one: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal slider single and double window, respectively, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1880, dated 12/12/03 and HETI-03-1881, dated 03/19/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) Manuel PXympUer Product Control NOA No. 19-0326.08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowri.uED) 4. Test reports on: 1) Tensile Test per ASTM-E 8-01e1 along with marked -up drawings and installation diagram of an aluminum horizontal double sliding window; prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-04-T119; dated 04/23/04, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 06-1130.02) 5. 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) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1362, dated 12/11/03, signed and sealed by Rafael E. Droz-Seda, P.E.. (Submitted under NOA No. 06-1130.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), dated 02/16/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.18-0213.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray. . America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®,(Clear and White) Glass Interlayers" dated 12/28/17, expiring on' 07/04/23. __W D. Manuel Pe .E: Product Control xa er: NOA No. 26.08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNQTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61b Edition (2017), and of no financial interest, dated February 9, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.18-0213.04) 2. Laboratory compliance letters for Test Report No. FTL-6440, dated 02/25/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-0922.05) 3. Laboratory compliance letters for Test Report No. FTL-6078, dated 12/05/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-042610) 4. Laboratory compliance letters for Test Reports No. HETI-03-1362, dated 12/11/03, HETI-03-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and HETI-03-T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) G. OTHERS 1. Notice of Acceptance No. 15-0416.03, issued to RC Home Showcase, Inc. for their Series "HR100 Aluminum Horizontal Sliding Window.— L.M.I.", approved on 01/14/16 and expiring on 08/05/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration _Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / VaNDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12455.01, pages 1 through 7 of 7, dated 11/16/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator —In -Responsible —Charge. (Submitted under NOA No.10-0426.10) Manuel Pe z, .E. Product. Control xam er NOA No. 1 6.08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (coN ixD) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible. Charge. (Submitted under NOA No. 10-0426.10) 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated .03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice -President (Submitted under NOA No.10-0426.10) Manuel Per E. Product Control E ami er NOA No. 196.108 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 E-4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, with revision L dated 05/06/19, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS- 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14,issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®' (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated May 8, 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0213.04, issued to RC Home Showcase, Inc.. for their Series "HR100" Aluminum Horizontal Sliding Window — L.M.I., approved on 04/12/18 and expiring on 08/05/19. Manuel PeV E.duct Control Eer NOA No. 1908 Expiration Date: August 05, 2624 Approval Date: June 20, 2019 E-5 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE, ATTRIBUTES. (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control. 5. - % Recycled % Recycled % Bio—based % Renewable Material Component Name Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A Legend Abbreviations: Descri tion: SS—D Desiccant —Filled Stainless Steel Spacer 24042 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon' PVB 0.090" Poly Vinyl Butryal VB interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass Component Name I C—Value 1 1. Whole Window .1 1.53 1 t' Product Contro xami er . NOA No: 9-03 . 08 Expiration Date: August 05, 2024 Approval Date: June 20, 2019 G-1 (3) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REDD. FOR SIZES MARKED WITH •'' ON SHEET 4 78 1/2' MAX. WINDOW WIDTH 7' 5' MAX. 3 1/2• I{Epp b TYP. CORNERS 6 N i 14 1 1/2• . 5 MAX.e MAX. SILL CORNERS AT SILL L�343/4- HR100 ALUM HORIZ. SLIDING WINDOW 391 7/8' VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL FALSE MUNTINS 'MAY BE USED HEAD p 5 CORNERS E _ �E i rc 14 Z I SILL (3) ANCHORS AT MTG. SOLE ENDS TYP. L� (4) ANCHORS REDD. FOR SIZES MARKED rt WITH '-' ON SHEET 4 0 119 3/8' MAX. Z m j 7" WINDOW WIDTH Q_ a n f id 13" MAX.. o FALSE MUNONS MAY BE USED QIL I'tll tN'iu1 y 0ym QIL a < (dmSIr �W�y.ZD sN�p �x5 � ` (N�� LLL• II LZ II II I, ,I 6 — II II II I,- 1, ,I u u I I IE 26 1/B" I 53 1/8• I 26 1/0' D.L D.L. OPG. D.L. OPG 31 1/4• 31 1/4' TYPICAL ELEVATIONS FLANGE FRAME WINDOWS 3 N C c� z 0 .. obi m W c cn o V Q N a V Ix � = O v a 1nNW�je N M N a £ 3 J n Oz1i n S I^'t ._ n O 6 E `• V E O u �9E3. oq�SE�r�3U 000= m1 1.1.121 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PBRyO to ymplyig with 1fie Plaids yam` Building Code A`«Pts"eeN° L!. ;� : ar14,2019�� U U ng no. Expiration Daro ® TA b1i ode ct,'I �drew4i IIji" sheet 1 of 9 65 1/2' MAX. WINDOW HEIGHT 61 1/8" VENT HEIGHT �x N 58 7/8" o z i D.L. OPG. r x =yg 0 mg oll m O N F J C II Al JL____I}__ - _�_—_n____I' __ y2 P�� r O �T N I� II II m j II n n 13M 5' MAX. AX7/8". K JAMB JAMBS mt^ CORNERS f9 c�y M D my m � 65 1/2' MAX. x WINDOW HEIGHT rl 61 1/8' ' d VENT HEIGHT n x Ilya 58 7/8' 0N L=J D.L. OPG. %0 am NF z d 0 o EFo VVV a, O IT. ;1IIIIIIIIIIII I L____ ____1 I____ 11___ IrT i- a II II II II � II II \�\II II F m n II II u n II h u $ 0 la. ♦ II II \ / b] f o--Zlr----11 rC ."-f - $ � A m m II II IF II 3 II II II II IF II II II II I II {{{{UI111 I i 13 7 8" N L 5' MA)C cis ;��.• JAMB JAMBS m�^ ` � •• •• •.� CORNERS t1 6r� 0 HR100 ALUM HORIZ. SLIDING WDW. (L.M.Q AL-FAROOQ CORPORATION a RC Home Showcase, III C. ENGINEERS& PRODUCT DEVELOPMENT N 9360 SUNSET DRIVE, SUITE 220 16115 NW 52nd Ave. MIAMI,=RIDA 331.73 (C.A.N. 3538) Miami, FL. 33014 TEL.(305) 20443100 FAX.(306)262-697H TEL. (305) 392-6214 FAX. (305) 260-6432 COMP-ANL\WO4-369C a date: OS-04-04 revisions: no a e escn Ion acala: 1�2•=1'_p• N 04.10.15 UPDATED TO 2014 FBC � I OB.11.15 REV. PER RER COMMENTS (Adr. � by. TARIO � 12.09.15 REV. PER RER COMMENTS � K o2.tz.1e UPDATED To zo1T Pec by. Chk, � OB.Ofi.19 NO CHANCE THIS SHEET 1/8' OR 5/32" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS (•) 1/4" AIR SPACE ' 1/8" HEAT STREN'D GLASS 090' Interloyer Trositol PVB. 090" Interlayer By 'kuraray America, Inc.' - Trosiiol-PVB By kuroray America. Inc.' 1/8' HEAT STREN'D GLASS (•) 1/8" HEAT STREN'D GLASS m SILICONE w SILICONE t DOWSIL 795 t DOWSIL 795 b in O I I 1p g L I 1 I 1 �in O W II I I z O O 18 L H 17 DURASEAL SPACER w w BY 'OUANEX' GLASS TYPE 'A' GLASS TYPE 'Al' ITEM PART M QUANTITY DESCRR'470N MATERIAL MANF./SUPPLIER/RBUM 1 RS10G-D01A 1 FRAME HEAD 6063-T6 2 RS100-002 1 FRAME SILL 6063-T6 - 3 RS100-0078 1 FRAME JAMB VENT 6063-T6 - 4 RSIOU-008 1 FRAME JAMB FIXED 6063-T6 - 5 RS1GO-004 1/ VENT FIXED RAIL 6063-T6 - 6 RS100-003 1/ VENT VENT MEETING RAIL 6063-T6 - 7 RSIOD-009 2/ VENT TOP AND BOTTOM RAIL 6G63-T6 - 8 RS100-006 1/ VENT JAMB STILE 6063-T6 - 9 500Y-007 AS REDD. GLAZING BEAD 8083-T6 - 10 RS700-005 1 SLIDE ANCHOR CUP 6063-T6 1' LONG 11 - 1 ANCHOR CHANNEL 6063-T6 - 12 - - - - - 13 W31231NK 4 WEATHER STRIPPING PILE (VENT) - - 14 W31231NK 1 WEATHER STRIPPING PILE (MEETING RNL) - O-LON 1 0-375 X 190 WHITE - - 1 WEATHER STRIPPING GASKET NEOPRENEAS REDD. GLAZING INSERT RIGID PVC MELTPOINT, DUROMETER 75f5 SHORE A 1 VINYL. LAM. INSUL GLASS PVC DUROMErER 75±5 SHORE A :V-033 2- VENT WWDICAP FINGER LOCK RIGID VINYL 6' FROM EACH ENO201 2/ VENT KNURLE AXLE PIN ST./ST. P-016 2/ VENT WHEEL RETAINER HOUSING NYLON - 23 RD 1906 2/VENT WHEEL NYLON 24 - - - 25 00 X 1' AS REDD. FRAME ASSY. SCREWS ST. STEEL PH SMS 26 8f0 X 3/4" AS REQo. VENT ASSY. SCREWS ST. STEEL HH SMS 27 J10 X 1-1/2• 2 SLIDE CLIP FASTENERS ST./ST. PH. P.H. 28 #12 X 3/4' 1 SLIDE CLIP FASTENER ST./ST. FA S.M.S. 29 RS100-029 AS REDD. FLUSH ADAPTER HEAD 6063-T6 30 RS100-019 AS REGD. FLUSH ADAPTER SILL 6063-T6 - 31 RS100-028 AS REDD. FLUSH ADAPTER JAMB 6063-176 - 32 500Y-01O AS REDD. SNAP COVER 6063-T6 I - 1/8. OR 5/32" HEAT STREN'D GLASS 5/32" TEMP. GLASS 1/8' HEAT STREN'D GLASS (•) 1/4' AIR SPACE 1/4' AIR SPACE 1/8' HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS tr Interiayer SenGla9 .090" Interloyer .090' InWdgyer By 'K By uraray America, Inc.' By 'KGlas By uramy Americo, Inc.' 'Glos By uroray America. Inc.' ByK 1/8' HEAT STREN'D GLASS (•) 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS a: SILICONE SILICONE SILICONE = m DOWSIL 795 i m DOWSIL 795 z DOWSIL 795 i n N E N m rn - mI of K II I K I II ¢ z O O 18 O 18 a W 77 DURASEAL SPACER it W DURASEAL SPACER 'OUANEX' W BY 'OUANE%' W BY GLASS TYPE 'B' GLASS TYPE '81' GLASS TYPE 'C' GLAZING OPTIONS SEALANT: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. (') GLASS TYPES 'A' AND 'B' 1/8" THK. GLASS CAN BE UPGRADED UP TO 1/4" THK. GLASS �v Z qn � k n f � i IL Q Ogg IL 0 t UP v HN O cd0<� 0 an2 1 4, I� z " m M aa20 ' VcIENB�c'• �i � � PRODUCT REVLSSD No. 705B2 W complym8 wilh the Florida Butildmis Code_ ' o Acre Ex ' Date By ®• `�A AYE OF 4T/� :��.. drawing no. 0 v m 2 1 G, I V I A w I V 4 I J m i w N I u I I w I I I I 4 1 0 t7 O� A A N O� O� A N O m m A N N N N N m N m N m N m N z ei N Z N N 4 Y m O ID N 4Sml tJ 0 C I S SC i(\\ m y m d Q m 0 m O iC A N 00000000aooa00000000000000SSSSSoSSoSSSoSS?� 0 o 0 0 0 0 0 0 o b o 0 0 0 0 0 0 0 0 0 o b 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 0 0 0 0+ N .Y O v 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R.y £ o 0 0 0 o b o b b o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z o w 0 f 0 yi 0> W p z 9 M z O m CO O to -1 D�rn z D p 0 0 ;a 5Z � <>DD ^ n • n g.�� >m�M o En rnOmO X 2ZE,+z 0 m �" IO S ;a 4 0 CJ POD In 0 O N n N X \\\� I(f) N0 M m 0 0 r°1 M f mzn D o O N C m f z Mg 0 M _" E O D 5 �� ^00 O x CO m zj m O �\ mz X w f w O M \\\\ m Z Z z d o W �,•R�a tv a -� .¢®yqv C O gr5.� m Z coz A 0 O \:` A n G f s *� O m ^ X rn ````T111111111 //j/// X \� \ .NE.42 ®� // o • ... m �'E revisions: m a dote: as-oa as HR100 ALUM HORIZ. SLIDING WDW. (LM.I.) AL-FAROOQ CORPORATION ;� O FENGINEERS d PRODUCT DEVELOPMENT ecela: _RC Home Showcase, Inc. S360 SUNSET DRIVE, SURE 220 0 (Adr. hr• TARIo 16115 NW 52nd Ave. MIAMI, FLORIDA 33173 (C.A.N. 3538) M Miami, FL. 33014 TEL.(305)204-euo FAX (305) 2sae978 �r o <O ehk hy: M04.10.15 NNO GE THIS SHEEP TEL. (305) 392-6214FAX. (305) 260-6432 COMP-ANL\W04-36RC J G In m m J l u N N m J o l I w N N m V p l I N N J N N N N+ N N N N N N N N N N N N C ti m m m m N G � z m �y � � 0C x %n m m m m m m m m m m m m m m HO mmoo0000000oa0000000000 0 0?O000�OOOO 0 0+ m m 0 0 C G m m 0 0 G G m m 0 0 o G m m 0 0 G o m m 0 0 C C m m 0 0 G o m m 0 0 C O m m 0 0 o 0 m m 0 0 0 0 m m 0 0 C o m as 0 0 O G m m 0 0 O C m m 0 0 G o m m 0 0 G C 0 0 G G 0 0 G G 0 0 C G 0 0 + O A !10 N a: Q A N+ 0 0 0 A m N m� '' N+ 0 0 O� m N m O A 0 A Qp N T O O � m g 'm � ry' K n 0 0 0 0 0 0 0 0 OHmOOH- mmH00- mmm0000000000000000000 0 o b o 0 b o 0 0 o b o 0 0 0 m� I OHOH- OoHsHOO 0000000000a, 0 0 0 o o C o 0 0 0 o C O o 0 0 0 0 0 0 0 0 + 0 0 A 0 e0i O P O Omi, pG m m m m o ? m N A m N A m N N G � z I' A Z O N O ° W W N G D 9O X 0 o a o o� o o 0 o a o 0 0 0 0 0 0 0 0 0 0 o S� S o S o 0 0 0? 0 0 o e o c m 0 o c o 0 0 0 0 0 0 0 0 a oo 0 0 0 0 0 0 0 0 o c o b e o v mm � � I 000oOd oboSoS00000,mm000000088000000�0�"`° O O ii O O O C 0 O O O O O O O O O O O O O O G G OO 0 0 0 0 0 m 1 � ton GE THIS 41EET PER COMMENTS RERCOMMEN75 TO 2017 FBG EXTERIOR 1/4" MAX. MAX. 1 /4" MAX. � ° II II II v >1 ro at 1 of .2" O u)X nX V! Kx m ° -� - - A� zm Mom jm o•a �� 0rn MR 3/8" MAX. ZO- 0 XFnZO ut m Q y SHIMS Ln= O O m Z 1n O> m o VI ern [zi 17N, N O O A n N � A ���� ®�� n 9 a x Z z •Y ��"� Z o m !!!l1111111111\ revisions: p. O a o0 mA A CmNm x K q; , 3/4" 4 ' C N 1A 1/4" MAX. M m Tt2li Z.0 y � p OOD STRUCTURE 1/4" MAX n• Py A == SHIM 0 m ,.1� 1/4" MAX. �� SHIM O I �I Nm MAX. ==n x SHIM m _1 3/8" MAX. N SHIM a da<« os-o4-a4 HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.)J AL-FAROOQ CORPORATION a 'o no a e escn Ion £ ENGINEERS & PRODUCT DEVELOPMENT r owls: t/z• - t" H 0a.t0.ts UPOATEO TO 2014 FBC RC Home Showcase, Inc. r 9380 SUNSET DRIVE, SUITE 220 ■ O I 08.t t.t5 REV. PER RIR COMMENTS 16115 NW 52nd Ave. MIAMI, FLORIDA 33173 C.A.N. 3538 Lnl , dr. hY- TARIp J 12.02. REV. PER RER COMMENTS Miami, FL. 33014 TEL(30S)264SIM FA74(30b7262-6978 ehk hy. K 02.121e UPDATED TO 2017 FBC L 05.08.19 NO CHANGE THIS SHEET TEL 305 392-6214 FAX. (305) 260-6432 C(1MP-ANT \Wnd-1RR ICAL ANCHORS ELEV. SHEET 2 SPACING STRUCTURE 3/8" MAX. E SHIMS TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE �tj U .= MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I) AND TRANSFER THEM TO THE BUILDING STRUCTURE. o m � TYPICAL ANCHORS: SEE ELEV. FOR SPACING F 1/4" DIA. KWIK-CON II BY 'HILTI' (FU=138 KSI, Fy-137 KSI) q 1 L) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) � g 6 U INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) all x c THRU 1 BY OR 2BY BUCKS INTO CONC. OR BLOCKS Q ti a m 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) C o c < S DIRECTLY INTO CONCRETE OR BLOCKS Q df 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ¢ a 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) Q W 1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) J.t7 m S a m INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS-MIN.-TO-EXTEND--BEYOND-METAL THICKNESS o ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) - STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) 3 C o INTO MIAMI-DADE COUNTY APPROVED MULLIONS c� (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS o m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) N STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) # a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O .o a CRITICAL EDGE DISTANCE = VI N ram) m INTO CONCRETE AND BLOCKS = 2-1/2" MIN. U) n a £ z INTO WOOD STRUCTURE = 1" MIN. o N = to INTO METAL STRUCTURE = 3/4" MIN. o E WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. U�po� CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. 0 C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. rlrF-T-TT11 TYPICAL ANCHORS ' SEE ELEV. SHEET 2 FOR SPACING v. 2. v � o ElPRODUCI'REVISFiD as c.m*yim with We Florida Building Code Amcpts-m No E Date BY Dade Product Coolro c GENBF ' o •� - I � r .70592 y 14,2010 o sTA of drawing no. IN -36 EOGI Op o o n=g n =IO �p �I z � �y7 I G=7 NfA y G]�N A C •ny�C N C y I � I I � w m w O � OI I n 0D a 1O m p II Z � O A 1 I jl II _ II A III J O O N N Imnys II II I mVV"T 1i N I I 1 m f jl jl y a j l ypm 0 -E �cp f o o r------------- --- --- ------ --�-7� i 'I � 1 I �--- II tI I II fI 11 I _JI ___ I0:41 mN I _�F7 �_e l� _ o o III I II I II p t- v � s i.l I , II I life I I 61 mylp E.a C O isd9 [fl I g' y o R1 ' N ? 80 �m �� ro Yp3j ® �•,�® � ma � c1 r=n o N� EDGE DIST. �y \ m revisions: a a a- os oa-a4 HR100 ALUM HORIZ. SLIDING WDW. (LM.I.) AL-FAROOQ CORPORATION 'o no c e escn Ion O F ENGINEERS d PRODUCE DEVELOPMENT sue: t/z• t H oa.lo.ls uPOATEo ro zola Fec RC Horne Showcase, Inc. J -1 MIA SUNSET DRIVE, SUITE 220 ,p I CR.17.15 REV. PER "ER COMMFfn6 I 16115 NW 52nd Ave. MIAMI. FLORIDA 33178 (C.A.N. 9538) p w bN• TARIO J 12.08.15 REV. PER flER COMdENfS C � X oz.lx.le uvonTEO To zon Esc Miami, FL. 33014 rEL(30s)ze4.esoo FA7Lr906fZ�'�9Te O �k' �' L %l2.18 Ho UPDATED T THIS SHEET TEL. (305) 392-6214 FAX. (305) 260-6432 COMP-ANL\W04-36RC 062 TYR FRAME HEAD 2.750 1.488-r 2.875 FRAME SILL .808 7 1.1125 W 1 1.153� VENT TOP/BOTTOM RAIL O3 FRAME JAMB VENT Ill JAMB STILE Os MEETING RAIL FIXED MTG. RAIL 1.250 .062 TMP. 2.940 2.815 1 .750 1.750 FRAME JAMB FIXED 5 2.792 -E .490 .062 662 .222 O9 GLAZING BEAD 2g FLUSH ADAPTER HEAD 1.093 �2.687—�{ .518 .598 .445 �2 .07B .078 .135 3.710 3o FLUSH ADAPTER SILL 1g VENT LATCH 1.01���0 F L 1.660-j io) SUDE ANCHOR CUP .125� j�- .500 '_F-1.250-1 ANCHOR CHANNEL .080-5F^- III 469 L.95B d-7 GLAZING INSERT Pvc 31 FLUSH ADAPTER JAMBS �j 1.0�25 .050 �— �7IIJI JIIII 750 �I 832(s'uk- 32 SNAP COVER ^o REVISED c0, plyingaciaYhe0Imba nildiNg Code ,1ccWznce No i.tinn Date •9 • F �nIJRT �j Dede pYoduM !AItA,q�,�77i a ' VGEN3F •'••• .70592 ayy14,2019� ATE OF Qy drawing no. �ioaTP. W04-36 m � m '1 0 b- O -- 0 J m a O V C., O Z \, A. 'v agO v' GI � 0� ' �''• is 1it O revisions: HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.) ALrFAROOQ CORPORATION a a date: os-04-04 rt O F ENGINEERS!, PRODUCT DEVELOPMENT RC Home Showcase, Inc. i> > "0 SUNSET DRIVE, SURE 220 �• bY• TARIO 16115 NW 52nd Ave. mIAmI, FLORIDA 33173 (Cr1.N. 3538) I� �r � o' Miami, FL. 33014 TEL.(aos)zeassoo Fnx.(3a6)zea�9Te t0 chk. by: L 05.06.19 NO CHANCE THIS SHEEP TEL. (305) 392-6214 FAX. (305) 260-64J2 COMPMANE W04-36RC no a e escn Ion M 04.10.15 NO CHANGE THIS SHEET I OB.11.15 NO CHANGE THIS SHEEP J 12.W.15 REV. PER RER GOAAIEIJTS K 02.12.18 UPDATW TO 2017 FBC e Randall E Stoflt>Architects,>P A �^ rr i� 11 t NOA Approval for Acquavista Lot MIAMI•DADE ey_ . M1 date''��` �b L .+ MIAM:I-DARE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "400" Aluminum Window Wall System (with window inserts) — L.M.I. APPROVAL DOCUMENT:. Drawing No. W09-42, titled "Series 400 Alum. Window Wall System (L.M.I.)", sheets 1, 1.1, 2 thru 9, 9.1, 10, 11, 12 and 12.1 of 12, dated 08/13/09, with revision F dated 04/13/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent 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 after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 17-0329.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. Z NOA No. 18-0503.03 MIAMwADe eouNTY 00123 jExpiration Date: December 20, 2022 Approval Date: August 23, 2018 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. "Submitted under NOA# 12-0801.02" 2. Drawing No. W09-42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 08/13/09, with revision C dated 01/13/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7233, dated 02/01/13, signed and sealed by Marlin D. Brinson, P.E. "Submitted under NOA# 14-0910.07" 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3129, dated 10/18/10, signed and sealed by Candido F. Font, P.E. "Submitted under NOA# 12-0801.02" 3. 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 drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074 and HETI-10-3075, all dated 10/18/10, all signed and sealed by Candido F. Font, P.E. "Submitted under NOA# 12-0801.02" 4. Test reports on: 1) Safety Performance Test, (class A, Sec. 5) per ANSI Z97.1-1984 CPSC 16 CFR, CH II, Part 1201 along with marked —up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3096, dated 10/18/10, signed and sealed by Candido F. Font, P.E. "Submitted under NOA# 12-0801.02" z/� Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0503.03 Expiration Date: December 20, 2022 Approval Date: August 23, 2018 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNnNuFD) 5. 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of outswing alum. door and alum. window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8281, dated 06/22/16, signed and sealed by Idalmis Ortega, P.E. "Submitted under NOA# 17-0329.02" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014) and FBC 6tb Edition (2017), dated 08/02/17 and updated on 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. NOA No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated August 25, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074, HETI-10-3075, HETI-10-3096 and HETI-10-3129, all issued by Hurricane Engineering & Testing, Inc., dated 10/18/10, and signed and sealed by Candido F. Font, P.E. 3. Proposal No. 10-0233R issued by the Product Control Section, dated 07/12/10, signed by Manuel Perez, P.E. 4. Proposals issued by the Product Control Section, dated 01/11/13 and 01/13/15, both signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. NOA No. 14-0910.07, issued to Eco Window Systems, LLC for their Series "400" A inum Window Wall System (with window Inserts) — L.M.1, approved on 04/30/15 an piring, on 12/20/17. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0503.03 Expiration Date: December 20, 2022 Approval Date: August 23, 2018 E-2 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets 1, 1.1, 2 thru 9, 9.1, 10 thru 12 and 12.1 of 12, dated 08/13/09, with revision F dated 04/13/18, with revision E dated 08/02/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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) Safety Performance Test, (class A, Sec. 5) per ANSI Z97.1 along with marked -up drawings and installation diagram of outswing alum. door and alum. window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9872, dated 12/12/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 03/15/18, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/18, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017) and of no financial interest, dated March 15, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. �17-0579 issued by the Product Control Section, dated 07/18/17, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0329.02, issued to Eco Window Systems, LLC for their Series "400" Aluminum Window Wall System (with window inserts) — L.M.I, approved on. 10/19/17 and expiring on 12/20/22. / Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0503.03 Expiration Date: December 20, 2022 Approval Date: August 23, 2018 E.- 3 z 0 f w O'U 4" MAX. REINFORCING AS READ. WINDOW WALL SYSTEM WITH WINDOW INSERT ANCHORS TYPE A, B OR C i i` 2AN 3HOORRS TYPE A. B OR C 2, 3 OR 4 AT EACH JAMB--/ -AT EACH SIDE OF MULLION SEE SHEET 5 SEE SHEET 5 SERIES 400 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM -WINDOW WALL OR DOOR APPROVAL - WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (GTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 15Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY. OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL I�__DOOR MULLION ANCHORS SEE SHEETS 6 & 7 TYPICAL ELEVATION INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR GLASS TYPE, GLASS DIMENSIONS (WIDTH & HEIGHT) AND PRESSURE CAPACITY. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 3 CHECK WINDOW WALL SYSTEM CAPACITY FOR DESIRED HEIGHT AND MULUON SPACING USING CHARTS ON SHEETS 3 & 4. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 VERIFY UNANCHORED JAMBS, IF USED AS PER SHEETS 3.4AND 7. STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. STEP 7 WHEN USING THIS SYSTEM WITH DOORS. THE LOWER VALUE OF THE DESIGN PRESSURE RATING FOR THE SYSTEM AND THE DOOR SHALL APPLY. B D.L IIPG. WIDTH SEE SHEET 2 D 9 a 41 = � N n =� T w a n // = aw N I C 6 IM- I HEAD/SILL 1 CORNERS ANCHORS TYPE A. B OR C AI 2, 3 OR 4 AT EACH JAMB - SEE SHEET 5 O J J J In n 3 ~ WUj w ty o N N'0 z �+ 3 LM m M ,� 00I o Z v 3Z} o w O w U Inw n W co m PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. m rc b e8 THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. 0 d SHUTTERS ARE NOT REQUIRED. LARGE MISSILE IMPACT 0 EM `Y`11111111/A/YAi p�.Ad11%�g � ' PROD'uCTTi,'�'t�'.iT!D ' 1,5CEPo.c'•.,. Building Lode .70592 D ac-Tt cc I-, Q -0 STATW5 24, �1 Miami Dade P:edact Coa:,..ii �' O s�,n:;2oRIDaI'�S�° drawing no. W09-42 FRAME/MULLION HEIGHT SEE SHEETS 3 & 4 m N 10- MAX. 6- MAX. N F . JAMBS JAMB CORNERS T SECURED JAMB ( REINF. NOT REOD.) .a v rog w= O O .'ON 02 n y A : FRAME/MULLION HEIGHT ==m �_ / Nmo 11 I , 1 1 , /-_---_ ----- 1 myli az i \ m On 1 =A3 I o m 0,0 N 11 I nmR N' m 1 / � c m s D o =c m z 0 o m z m w w D ' czi O oz� --- m1D O 1 \\ =J L gig 0 A I 2c C { I y O m 2 �g V = O W rm� G' tteee t( C", N ay 1 � o E• t� O � t' 1N ��1U11 rr ®�� �� Ip a �+ > rrrrrm•�1111111\\\�� n-(revisions. a �' a dote: ae—tJ 09SERIES 400 ALUM WINDOW WALL SYSTEM (L.M.I.) AL-FAROOQ CORPORATION %= 0 ENGINEERS & PRODUCT DEVELOPMENT ECO WINDOW SYSTEMS, LLC. 9360 SUNS ET DRIVE, SURE 220 8502 N.W. 80th STREET MIAMI.FLORIDA 33173 p, I dr. 6y. TARIO MEDLEY, FL. 33166 (C.A.N. 3538 /� TEL (305) 264.8300 FAX (30� 28T-6978 V N N ° ehk by: TEL. (305) 885-5299 FAX (305) 885-5902 STORE\W09-42ECO SEE SHEETS 3 & 4 my { 1 1 UNSECURED JAMB / v w 1- D.L. OPG. HEIGHT `� o SEE SHEEP 2 = o 2 { l mT / / i I 1 , / 1 1 l {{ I SEE 'ECO WINDOVG SYS.' � IMPACT D00jjii/NOA FOR •.\� `; \ DOOR R9TING & DETAILS. n0 0 e eSCfID Ion F 00.11.18 C00.NER MUWON ADDED W G N W W � 4 W N A W N W � W N ONi m A W W ONi m 0 A 00 W ONi Omi �� Oo W N N m A W W N� � AO � N I I N N N � V j l N N I ��� I N N � N J 1 A I j J N N N N A I � I I I N N N N � : I � I I N N N N N � I o I I I 1• N N N N N N I I I � I I N N NNm N N N � 1 � I 1 I N N N N N N� z • � ZZZ F' C UI N N N lli N m U� N m G qq N N N N to m m fT O O O G m O O m O G m O G N N O O O O O O m O C m C O tl� C O m N O O ll� N O C N G O N m O C O O O C O O O O G O 0 0 0 0 0 0 0 0 0 0 0 0 v nm J J m m V V m m V J m m V J N m V V m m J V m m m fP m N U m m N m m m N m N m m m (T N N N N f7� N N N •O N m m m m N N In m fT (T N m o C O 0 o O C 0 0 0 0 0 0 0 0 0 0 O O O C G O 0 0 0 0 0 0 0 0 0 0 �O 0 0 O O O O O G O O O O C O 0 0 0 ro mommgmm$mmmmmmmmmmmmm 0 mmmmmmmm NNNN 0 0 mmmmmmmmm 0 a 0 o a o 0 mmmmm���; 0 0 0 0 0 0 0 o b 0 0 o b 0 o 0 0 o b 0 o o b a o o o 0 0 b o 0 0 b o 0 0 0 0 0 0 0 0 0 0 0 0 0 o c 0 0 o .10 0 0 o b 0 0 o 0 0 0 0 0 0 0 0 0 0 o o 0 ((��I 3 O O O C O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O D O O O O O O O O O O O O O O O P. O O O O O O O O O O O O O O O D O O O 0 0 O O 0 0 O O 0 0 O O 0 0 O •' N "V INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. 2 5/8- D.L.O. HEIGHT ,_ 2 `�/8- IF 00 G7 Z O � C1 z D n rn 11/16• MIN. TIP. m EXTERIOR GLASS BITE 00Ir, 0 z ffC �D O = V7 O \ nmm tD N m e N ffl r, �> aa. � C fn (D J 0 11/16- MIN. TYP. EXTERIOR GLASS BITE oo Co c z m yNp ,rn o - _ PPZ y n � o y gem n c o dREM'V <e .0 c cti. �pjn Z 11/16• MIN. 7YP. ooC H w EXTERIOR GLASS BITE f n y m �+ , > _ 'm In c sl u1 j11111011111 /1 - - - - - p l In •'zmo iPEE= date: 08-13-09 revisions:SERIES 400 ALUM WINDOW WALL SYSTEM (L.M.I.) AL-FAROOQ CORPORATIONa ENGINEERS&PRODUCTDEVELOPMENT ECO WINDOW SYSTEMS, LLC. MIAMSUNSET DRIVE, SUITE 22(C8502 N.W. 80ih STREET MIAMI, FLORIDA 33173 (Cr1.N. 3538) MEDLEY, FL. 33166 TEL. (305) 26"100 FAX. (305) 262-6978 TEL (305) 885-5299 FAX (305) 885-5902 C STORE\W09-42EC0 es EN N � • Oy S D.L.O. HEIGHT D.LO. HEIGHT O 1" j- � o 3 1/2• o x n0 dote Naxoax�uax$r� ;axor�Nax$��N ,x�o L. o b ,OZ• o I? o�?? I l l��l??� o o o� a o a b o 0 o b o b b b o a b b b o b o b o b I l l l l l l l l u o$ $ I I� N o l l l u p 8 8 o o t o p0 8 8 S o¢ 8 8 S 8� 8 O S 8 8 0 o S e S 8V o b e b b o S�o�� o�� b b b o b b 000000000gg c b o o??$08o u•U'xo'3' a ,$'•6','6'xxx,Li",b".b".b"'xxxxx o 0 o b b x,b•'_b"b"`.6',b",Ya'•6'��,w �� I l l l l l l l o 0 o pp IIlull II ut-, b b b b b b G o •Oo �� 2 F[j]Ef 5 zn mu f N } W FRAME HEIGHT m F• aN �_ I I N11 w onou - N D O SI 42 � O.rt NN � AM e 4 - LOtv ! UCA r 2•Cyw !� ��r•Z m nfmip 14 -P o G. � tS 5• hFt %F•� N � $�A ,���'�•.< ;y a mo ,> > a6 A7 W K OA W `T• O N M 00- �aw N ® = rn z IV revisions: SERIES 400 ALUM WINDOW WALL SYSTEM (L.M.I.) AL-FAROOQ CORPORATION no o e escrl Ion0 0t.73.18 REV. PER PER COMMENTS ECO WINDOW SYSTEMS, LLC- ENGINEERS& PRODUCT DEVELOPMENT GENERAL REVISION9360 SUNSET DRIVE, SUITE 220 E 08.02.17 REV.PER RER COMMENTS 8502 N.W. 80th STREET MIAMI, FLORIDA 33173 (C,A.N. 3538) w ADDED MEDLEY, FL. 33166 TEL (305) 26"1o0 FAX. (305) 2626975 chk by. TEL. (305) 885-5299 FAX (305) 885-5902 STORE\W09-42EC0 O A� N • 44•, N m A T O ; 44 0 A� m • m 0 yyr, tton UU 44 0♦ O � N O( O U1�, 11nn UU O p A W 0 N OI ++ A,Au• LL,, T O ffnn O+ m • m� tton ♦ S� + 0 N m� ~S C ZZt" Off-. 1 I 1 I I I 1 I I I I 1 I I I O o O I V 4 O o b a m+? iu to � O C o G V lu O o o a c O O C c c o o� O V b � I 1 I I I I I I I I I I I I I O J I I m ro .Pi u s l 1 I m G O C it +� O g V AN a O g g y 0 p O G o O G o O I l l l l l l l l l l l l l l o�� o l l o m o 0 0 0 l l l o o m 0 o m 0 l 0 0 mm 0 0 o 0 S O a ,Cmi � o O S o S O S O D o o� 1�n5�1r1 l b o o b o 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 o c c c o o v�� 'b 11 1 1 1 1 1 1 1 1 1 1 1 1 1 N g N O g l G �1 a O� C o p O C p Q G C l l l 0 0 0 o I m CG o g O g g O O i; i3 G G CGC0p 8 0 G G 0 0 O G 0 0 C G C 0 0 G C 0o oo 0 0 C C cc G 0 0 C G O 0 0 o OU 0 C G oo G K•u1 momo�o o��iioo�oom o m,%oogi$0000 o b 0 aso o og'$ag� p I L• u o e In o c o c c o 0 0 o 0 0 0 o c o 0 a o..�� 0 o v FS O O O p � g o g S S N � N ��� d 4 4 O b� 0 44,, 0 0 0 0 [ 0 0 4 0 0� LL,, 0 0 O ',E � N C C C C C O in In G O O O O C G O O C 0 0 0 o O 0 0� tau I l l l l l l l l l l l l l a o 0 o I �h � o .1. 0 0 0 0 o g o 0 0 0 0 0 0 0 g 0 0 e 0 I I 1 1 1 1 1 1 1 1 1 1 1 1 0 o C 0 G C 0 l G ��O o O C O o O l o G a o C C 0 0 O 0 e 0 o 0 iJ o C C o o G G G G G v o C 0 o o G G C C G lo 1p 1 y �� or co v m y N FRAME HEIGHT w m Z Q D f N £ x0 N } a W ZO3 yO1 N m FRAME HEIGHT q A �p A x I I A O o O 4 D O N m y� Na m Ay N 4 N T � I•: IIrrk� D M 1'Oy'I � 1 T y -r21 T iSl'MWw'b !^��z nn0 C � D g �a cBz o z� `•Ei' m e m + 1� j q Q �_ Cs p O A 4 W N y�yq N M z :0 D{{ ..C1••� O IC =PO N a data: p8-13-09 revisions: SERIES 400 ALUM WINDOW WALL SYSTEM (L.M.0 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT EC WINDOW SYSTEMS, L.L.C. 9360 SUNSET DRIVE, SUITE 220 I dr. by TARIO 8502 N.W. 80th STREET MIAMI, FLORIDA 331T3 (CA.N. 3638) MEDLEY, FL. 33166 �r N (V ebk by: TEL (305) 885-5299 FAX (305) 885-5902 TEL (305)2648100 FAX. (305) STORE\'8 STORE W09-42EC0 no date escrl ton C 0f.1 J.19 REY, PER RERCONNENni D fO.OS.16 GENERAL REVISION E 08.0217 REV. PER RER COMYENf6 F 04.13.18 CORNER NpWON ADDED f O A m N W O y 0 A� N N O .p O N Oe N OWi• O pp O A m a Owi• O O A m N OUT• O O A� N OWi O O A� N OWi O O A� N OWi• O O A� N OWia O � z b OC N fT W N N 00 N W J W N O A N O V W b pl N O U N A� W b V A b v J W N N O) OI V N a n O + N b N O Lr G C p ,Oj y N J N V 0 V � V W' T � m N'' O P J N b+ ((��rl J V�' O O '' V V ..• + ((,,rl HH�T + + ((��,r � f� X � W y yOs v C IC n g O Z. 41 0 0+ Or CI O O O N L. 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ENGINEERS&PRODUCT DEVELOPMENT (n ,0 9360 SUNSET DRIVE, SURE 220 p I °T•hy; TARIO 8502 N.W. 80th STREET MIAMI,FLORIDA33173 (C.A.N. 3538) MEDLEY, FL. 33166 TEL(305) 2548100 FAX.(305)262-6978 N N ehk hy: TEL (305) 885-5299 FAX (305) 885-5902 STORE\W09-42EC0 no a e escn Ion PER RERCOMMENTSENEREVIBIONIS E�IQMREV. NO CMM'CE THIS SHEET JT{ O y C 0 � • O p N m O A b m m 0 0 0 0 V V 0 0 0 0 V 0 0 o a J 0 0 o 0 0 0 0 o 0 0 c o J 0 0 c o V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o V 0 0 c a OV O o o OJ V 0 c o J 0 0 0 0 J 0 0 0 0 0 0 0 V VO 0 0 o C O a c O z + O O O O O O C O O o P. C G O O O O O O O o O O o Id° G C o 0 C 0 0 0 0 0 0 G 0 0� C o0 0 0 0 O O O O O O O G G O 0 0 1 a V V 0 0 0 o V G 0 c c 0 o c c V 0 0 e o V C 0 0 0 o J 0 0 0 J 0 0 0 0 V 0 0 JO o V V 0 0 0 0 V O 0 o c O V o 0 O V 0 0 O O 0 J 0 0 V J 0 0 J JO 0 J 0 0 V 0 0 V O 0 'F y `C 0 0 0 0 0 0 0 0 0 0 o c o 0 o V m � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o� •�1� O G C O O O O O O O O C O C O O O O O O C G O O O G C G C O O G O 0 0 0 0 •O O I � N +� d ,Np i I ? N II N u� N aoi; �s �a r N G D m V N+rl a a om@ ND ObA +AM O N O W � FRAME HEIGHT E 3 N 0 N Ir i•II I FRAME HEIGHT O it �I I m n I N�� N I� m:�_ _� nl O a r 0 z FRAME HEIGHT N .. mmmg F:.... f / O N t rN ZyZyv-o� N mm0 ��O�O Fi I � A �y W my I `o1R 1" o c o c o..ra In 5' • 0 00 �• •dam �� mvuF gN fzignv �7 aC m m �x 9 x D= i� Y41 � � •$� OA y 1��. NI • .` z �. 6 Data: 08-13-09 re V slons: µ SERIES 400 ALUM WINDOW WALL SYSTEM (L.M.I.) AL-FAROOQ'CORPORATION a p �. scale: 7�2•=1•-0• ECO WINDOW SYSTEMS, LL.Ci. ENGINEERS& PRODUCTDEVELOPMENT rn I ,o 9 380 SUNSET DRIVE. SUITE 220 8502 N.W. 80th STREET p dr. by. TAR10 MU\(30 FLORIDA 33173 . 3538J MEDLEY, FL. 33166 TEL FAX T-o 26269T8 C' N TV ° chY. by: TEL. (305) B85-5299 FAX (305) 885-5902 STORE\W09-42EC0 no ate {- \T I �� II � lal e _�__\ H- I escn Ion b 1o.os.ls GENERAL REVISION E 08.02.17 REV. PER RER COAWENIs F 04.13.IB NO CNANGE T16 SHEEP m 3Qp� � 41 E A Oo N N� N 4 aa m N A� N m O .m° x� N mW O m m 0+ m N 0 0 L", � v m� m i W u i� ,a O �•��' p N m O A m N m O A m o A a 5 a o o b b o b b o : a U 'm m o 'oo b 0 0 0 0 o o b o L' NNE o b b b b o o o,0800sgwggH""o,8��m°umo°m,•PP�,iu$u+�Soo$S$So$ 0 0 b o b b b b b o o b :, o "mp o m b L bo i. m b in o b m b b m o b o b0 b b0 o b o o +� w w o o 0 0 o o o M B o o b o 0 b o M o o o 0 b 0 0 b b 0 0 b b 0 o b o i :I �n o 0 o 0 o 0 0 M o o b 0 0 b b 0 0 b b o M"oo o o 0 b 0 0 b b ,moo o M M o obo o 0 0 r� :m° m rn �$ o o 0 Co C V A b 0 I A � N 3 �� N m UU O m m 1• W W U U A A W U ,ai A♦ W o� A tt,,�� m 0 A m (° N �' 44,, 11�� O W�+ GG m 0 tN� U1 J ♦♦ m N 44,, W O m� ii, ro A W Y� C m s g� s$ g N mga$000�$oo$o o b b b b b o 0 0 o o aiog$�Pi>;$oosoio$$o800 oo,im$o�$ b mm m o o 0 0 o00000000000 o b o 0 b b o a o o b b b 00�0 o b bob b o b o b 0000N`v000 o b o b b b' Zn e, m b b b b b o b o b o b 0 b o o o]bb o b •m00000000Y'.S'0000�S o 0 b b 0 b b obo b o 0 0 o b b ip .m° b o 0 o b o M o o 0 o b o b o V o 0 b 0 0 o b o o 0 0 b b 0 0 b b 0 o 0 0 V o 0 o V o o V o o D o o M 0 0 0 o M M M o O M o o q ? C o 0 o b L o b b b o b b a o o b b o 0 o b o o b b V P o u o m o o o$ o o$ o 0 0$ o V V mo 0 0 o 0 0 0 o b v o b N Aa tAo � Z A N n II N- O yy G W m N m o A s yyyy 6 AO Ht' 4� N Y O }¢Q}s+pp O o 0 0 0 0 0 0 0 0 0 0 S� G a o' vl O O O o C G b b b O c O b b v '-_n 1 r� + •...Z9j !'Qa 0� o 0 0� o o o o b o o O 8b O � S O O O O G D O O C b b G b b c b c Il J o g p O O C O 0 0 0 O M O O o 0 0 0 0 0 0 Q G 0 0 a boON2 O C o O O b b O b o O b 0 0 v ,a� S c S S c o S o S e o o o$ o o $ b b in � oW� FRAME HEIGHT N �N>y= =O 3 n 0 I� // \ �I I I rY/ n m m D) ON II \ d / II II ZO-O-Z N 0;0 II / \ 11 II II -Ia�Ay OP10 tn0 o II _ \ II II I / nm I� ___ �____ _ al II SOO I II I�-T - %i it Ij \� / II IInZn OCC h II z M!z 'oo 2 Z 4jq •�� 01A c c I DOOR HEIGHT cd a d°�; �_f3_oy revisions: ISERIES 400 ALUM WINDOW WALL SYSTEM (LM.I.) AL-FAROOQ CORPORATION a E no 0 e esCrl Ion ftL.1 ERS & PRODUCT DEVELOPMENT ECO WINDOW SYSTEMS, LLC. g3605UN5ET DRIV f o 10.05.16 cENERAL'REV SIGN 8502 N.W. 80th STREET IE SUFTE 220 dr, by: TARIO E 08.02.17 REV. PER RER COMMFMS MU\MI, FLORIDA 33173 (C.6.N. 3538) r O F 04.13.10 NO CHWIGE THIS SHEET MEDLEY, FL. 33166 TEL (305) 264-8100 F1(305)262- 9— C N ° eha by TEL (305) 885-5299 FAX (305) 885-5902 �- ST0RE\W09-42EC0 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. y TYPICALANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS �r8 t■ u w EDGE DIST. FOR SPACING m ? FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM c o AND TRANSFER THEM TO THE BUILDING STRUCTURE. apwz = = TYPICAL ANCHORS: SEE ELEV. FOR SPACING u ZuZ ED IST. n W FF� 10 I 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 IM, FY-155 KSO w I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C W 0 cV �• �+ w OI SB N O I 5B a 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Q. C C I THRU 1BY BUCKS INTO CONC. OR BLOCKS M ALTERNATE 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) (o .t7 a o M N t i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Or C DIRECTLY INTO CONCRETE OR BLOCKS 4 Q 0 � �! 3 3 11-5/8" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) d' qN 0 n �` fi i 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ii i Q y, Z U) i ii ii i I ANCHOR EDGE DISTANCES j 0 coo INTO CONCRETE AND MASONRY = 2-1/2" MIN. Q w m 2 0 0 I I INTO WOOD STRUCTURE = 1" MIN. . 0 J d 1 I - o 'I— �ME N I I 5/16" DIA. ULTRACON BY 'ELCO' F 177 KSI, f i (u- Fy-155 KSQ J u� INTO WOOD STRUCTURES m 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) o THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS � Ld ` 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Sri to I 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3- u O O DIRECTLY INTO CONCRETE OR BLOCKS O (5 z o ' m 2 11-5/8" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALTERNATE 1-3/4" MIN. EMBED FILLED 0 6 0 INTO BLOCKS (JAMBS) 0 00 kI ANCHOR EDGE DISTANCES o 3 m W W INTO CONCRETE AND MASONRY = 3" MIN. 2 2A I INTO WOOD STRUCTURE = 1-1/4" MIN. w 0 cV� — - — . — — - — — h W 00 uJ w M 014 SMS OR SELF DRILWG SGREWS (GRADE 2 CRS) c INTO MIAMI-DADE COUNTY APPROVED MULLIONS i i i i r OR^ i i I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 0 I' 0 _ ___. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE- ,j �i _j ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I c a g ci li i1 i STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 33 I ;I II I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I ANCHOR EDGE DISTANCES T d u z ! I INTO METAL STRUCTURE = 1/2" MIN. I ! L 3 1I 3 — — — — 4 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. o $ o 0 CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. So c U C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. U O1 ALTERNATE 58 i $ n . :9 M.•;:'" ^2� Xt:: wc9IId9 _ if : t_ - et Bj:Li - oD Appr24,201^ v m v u o drawin no.TYPICAL 9METAL - ANCHORS q<'FOR STATE Oi TYPICAL ANCHORS T3 ;r,;.' DW:, �Z.Z Q ., QfI SEE ELEV. ®� DIST. SEE STRUCTURE EDGE DIST. FOR SPACING (j .'-i�y��"••• ����� WO9 —'t SL ,1EDGE SPACING Miamif)adeP"°chlctCon4ol �4Y%!T®PdAQ„t�{�`` sheet 8 of12 WOOD MIN & MAX. GAP SEE CHART BELOW MULLION REINFORCING #8 X 3/4' SELF DRILLING SCREWS UNSECURED AT 7-3/4" FROM ENDS SEE SHEETS 3 & 4 JAMB AS 11 4-\D. E AND 20-7/8' O.C. MAX. SA REDD. AT REWF. JAMB & MULLION1 1 FOR CAPACITY 11 Ir L. II 3 V r ICI YYYY^ �� 3 11 JL D.L. OPG. , EXTERIOR 1 JAMB REINFORCING D.L. OPG. AS REDD. SEE SHEETS 3 & 4 EXTERIOR FINISHES FOR CAPACITY NOT BY ECO WINDOW SYS. FRAME WIDTH OD UNSECURED MUWON REINNFFORCING E JAMB SEE SHEETS 3 & 4 O ALTERNATE FOR CAPACITY ALTERNATE 1BY WOOD BUCK Ir 3 'I IL • I II II 11 I, II it I, I - - 4 v D.L 1A JAMB REINFORCING AS REOD. SEE SHEETS 3 & 4 MIN & MAX. FOR CAPACITY GAP MM. FRAME HEIGHT UPTO GAPS FOR UNANCHORED JAMBS MIN. MAX. 120' 132" EXTERIOR D.L. OPG. 1/4' DIA. BOLT AND NUT AT 7-3/4' FROM ENDS NOTE: AND 20-7/8' O.C. MAX. MAX. MOVEMENT CONSIDERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURERS DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL ----- MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. _ _ ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4' MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15X OF GAP ALLOWED MOVEMENT. REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH REINFORCED & UNREINFORCED FRAMES. EXTERIOR FINISHES NOT BY ECO WINDOW SYS. TYPICAL ANCHORS SEE ELEV. -1 _ FOR SPACING 1 114'1BY WOOD BUCK OSECURED JAMB 1/4" MAX. MIN & MAX. SILICONE GAP DOWSIL 790 SEE CHART DEPTH 1/4' MIN. BELOW n SECURED FULL LENGTH FOR UNANCHORED JAMBS 1 .:�: `:. r,...•ea• SILICONE DOWSIL 790 DEPTH = 1/4" MIN. MIN & MAX. GAP SEE CHART BELOW JAMBS DT REOD. aHIM grace PP.OLIJ�'i BE?VTS4D 70592 n zs a plyir,K r6th tha FIc^.ida = _ a "0 0 .oJ Agr 24,201 0 ��''� ��® STATE F aye drawing no. Mi>rrGci DaHe ProUuct Commf ��i �0®��a�. ���� �/Tl1jjjj11�1� sheet g of�Q FRAME WIDTH O m D.L. OPG. � I I X y III r I J O � I I FRAME WIDTH D.L. OPG. w I m I OII k I I p y I II o 0 w a O• �s o :4, revisionSERIES 400 ALUM WINDOW WALL SYSTEM (LM.I.) AL-FAROOQ CORPORATIONa ENGINEERS &PRODUCT DEVELOPMENTECO WINDOW SYSTEMS, LLC. f 8502 N.W. 80th STREET 0SUNSETDRNE,SUITE 220 MIAMI, FLORIDA 33173 C.A.N. 3638MEDLEY, FL 33166TE�(3oalaeaaioo FAx.(305�262-6976 C 1p chN. by: TEL (305) 885-5299 FAX (305) 885-5902 STORE W09-42EC0 FRAME HEIGHT f 0 0 0 EXTERIOR o m 0- rn m -- II __ - h____-_ Ir r1 I m C. L cc _ II �l ( I d ECO WINDOW SYSTEMS MIAMI-DADE COUNTY APPROVED WINDOWS , SEE SEPARATE NOA FOR WINDOW RATING AND DETAILS A 1�1 ppV s s vmF 1/4' MAX. O = SHIM SPACE ur [1 o � M O li m �1 = I� Om A A � jj yNZ IIII ���A II � OZ lii: 7A�o I nl c �Tdl II I B rRlll ' I I IIII I I Iill I I I IIII I I IIII I I I IIII I I IIII I I I IIII I I IIII I I I IIII I I IIII I I IIII I I IIII I 1 I IIII I I IIII I I � �,.I IIII I I I1111 I K{sso IIII I I Illl I I �mS� IIIII I I1111 I $qoi gv III11 I IDII I 17 � -1, p EO o zmn� IIII I I IIII I I -r. c7 oN IIII1 1 IIIII I unl I nNl I IIII I I IIII I I �� � o I1111 I IIIII I 6 f W � 110 S rev sa aSERIES 400 ALUM WINDOW WALL SYSTEM (LM.I.) AL-FAROOQ CORPORATIONIV acele: 3�s = t ECO WINDOW SYSTEMS, LLC. ENGINEERS& PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 802N.W. 80th STREET MIAMI, FLORIDA 33173 (C.A.N. 3538) MEDLEY, 85L. 33166 TEL (3os) zsa eloo FAY- (305) 262-6978 C chk bY• TEL (305) 885-5299 FAX (305) 885-5902 STORE W09-42EC0 no e e ascn lon C 01.13.16 qEV. PER HER GONNENTS D 10.05.16 GENERAL REVISION E 08.0217 REV. PER qER COMNENTS F 04.13.18 NO CHAYGE 7HI6 SHEET p p m r I I � III rn O II ji R- if N KJpG=J II I I 1 D 1T I � II n I I ` I Yl II ��__� I I Il• II h� Ouup � II j Ij �1 I I 11111 II I I II jl s I I I 111 I 11 � I I y I 2�� �I Ij go I I I111 I I �p i j x o IU-v.-y]I N.g I I 1 I111 11 y� I I �� n pj I I I I II I I I I I O N II 11 F1I I I I111 I I FIn I m I II I I I I I II I I C I i oy I I 111 1 1 -1----CELL L1I�i'r__?;,�1__1_ to I I I 1 11 1 I y I .1iJ t� ?G a i ii iiii i �� i �� �3 I I,1 I111 I �o I �nA 0 1 11 IIII I g I I I I I111 I p I y I _Ii oO1 LIIJJLL_1r___- _ 0 a: �Or ()tn rr-�f vm p��' d'`•� DZ� cai (n P; O < rn v0 > Env r' �m14 ND maw ovmi a D v A =Cp }gy p T ^r A7� R.� g �'. o i 111111�� revisionsSERIES 400 ALUM WINDOW WALL SYSTEM (L.M.I.) AL-FAROOQ CORPORATION ECO WINDOW SYSTEMS, L.L.C.. ENGINEERS& PRODUCT DEVELOPMENT 9360 SUNSET ORNE, SUITE 220 1p 8502 N.W. 80th STREETMEDLEY, FL. 33166 MIAMI, FLORIDA 33173 (C.A.N. 959B)N enk, ty: TEL LEY, B85-5299 FAX (305) 865-5902 TEL(305) 264.8100 FAX.(305) 262f976 STORE\W09-42EC0 no a e escrl Ion D t0A5.16 GENERAL REVISION E 08.0217 REV. PER RER COMMENTS F 04.13.18 NO CHNlGE THIS SHEEP O FRAME 3.736 1.453 I 875 094 TYP. SNAP IN MATE 1.063 I 875 �— .062 TYP. 1.432 GLAZING BEAD 3.736 094 TYP. I —] .578 .188 SHEAR CLIP STIFFENER INSERT 5.000 .198 1.750 125 TYP. 1A ALT. FRAME 3.736 .578 094 TYP. ALT. SNAP IN MATE .094 TYP.050 —I .8T75I 989 -�I .831 FRAME INSERT ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 UW-401 AS REQD. FRAME HEAD/SILL/JAMB/MUWON 6063-T6 - lA UW-407 AS REQD. ALT. FRAME HEAD/SILL/JAMB/MULLION 6063-T6 - 2 UW-402 AS REQD. SNAP -IN MATE 6063-T6 - 2A UW-402 AS READ. ALT. SNAP -IN MATE 6063-T6 - 3 UW-404 AS REQD. GLAZING BEAD 6063-T6 - 4 UW-408 AS READ. FRAME INSERT 6063-T6 - 5 UW-403 AS READ. SHEAR CUP, 3-3/4' LONG AT JAMB ANCHORS 6063-T6 - 5A UW-403 AS READ. SHEAR CUP, FULL LENGTH 6063-T6 - 56 UW-403 AS READ. SHEAR CUP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063-T6 - 6 lIW-408 AS REQD. STIFFENER INSERT 6063-T6 - 6A - AS REQD. STIFFENER BAR GAIN. STEEL - 7 UW-406 AS REQD. GLAZING GASKET NEOPRENE DUROMETER 55#5 SHORE A 8 012 X 1-1/4' 4/ CORNER FRAME ASSEMBLY SCREWS - PH SMS 9 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS (3/16' X 1/2' X 2' LONG) EPDM DUROMErER 80f5 SHORE A 10 - AS REQD. GLASS SPACER SILICONE FRANK LOWE 11 UW-407 AS REQD. IDOOR MULLION 6063-T6 - 12 E813 AS REQD. DOOR MULLION INSERT 6063-T6 - 13 UW-411 AS REQD. CORNER MUWON 6063-T6 - .3751.750-1 � I� 1.351 .135 4.000 5.000 4.535 124 L, LF1_351 .198, .250 STIFFENER BAR 11 DOOR MULLION 12 DOOR MULLION STIFFENER (13) CORNER MULLION SEAUNTS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. PRODUC.r RLVS.SED as complying with the nodda Boding Ccd. E�irztiea Dnlr b r Py Mi=m1 ade Prod c_,Mtml S 6 — ( 0.70592 a f Dr24,201 STR e U �� drawing no. W09-42 n rn co rn • m tv k2 ,o r TE isions: RIES 400 ALUM WINDOW WALL SYSTEM (L.M.I.) AL-FAROOQ CORPORATION no a e escCO WINDOW SYSTEMS. LLC. ENGINEERPRODUCT DEVELOPMENT 9360 SUNSET DRNE, SUITE 220 dr. by. TARIO E 08.02.17 REV. PER RER COA4UENT5 502 N.W. 80th STREET MIAMI, FLORIDA 33173 (C.A.M. 3538) 04.13.18 N0 CHAHGE THIS SHEET ,L. 33166 TEL, (3os7 zea-61oo FA%. (305)262A978°Ak �'' TEL. (305) 885-5288 FNC (305) 885-5902 STORE W09-42EC0 1 MIMI®DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY-7tND-ECONOMIC RESOURCES Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy RC Home Showcase, Inc. 16115 N. W. 52°d Avenue, Miami, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series CS240 Aluminum Sliding Glass Door—LMI APPROVAL DOCUMENT: Drawing No. 14-404, titled "Series CS240 SLD Glass Door (LMI), sheets 1 through 11 of 11, prepared by Eastern Engineering Group, dated 11/18/15, signed and sealed by Gonzalo A. Paz, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) table in sheet 2 and Head/sill anchor capacity tables in sheet 3. Lower DP from the tables shall control. Free jamb conditions must be supported by 1" Thick shim at three locations (see sheet 2) 2. Max. Door frame area not to exceed 160 W. See sheet 8 for approved configurations. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0409.09 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. m-,Arcirmj cis, rs.r+ Lot 1 for A]]'cquavist . h a f y date; Ll, 2. NOA No. 18-0214.10 Expiration Date: November 25, 2020 [ Approval Date: March 29, 2018 Page 1 Vq RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (NOA No.15-0409.09) A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 14-404, titled "Series CS240 SLD Glass Door (LMI), sheets 1 through 11 of 11, prepared by Eastern Engineering Group, dated 11/18/15, signed and sealed by Gonzalo A. Paz, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 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 3.2.1 and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Hurricane Engineering & Testing, Inc., Test Report No(s). HETI-15-5002, dated 03/17/15, HETI-15-5014, dated 03/17/15, HETI-15-5015, dated 03/17/15 HETI-15-5016, dated 03/17/15 and HETI-15-5017, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculation, complying w/ FBC 2014(5t' Edition), dated 05/13/2015, 08/24/15 and last revised on 10/21/15, prepared by Eastern Engineering Group, signed and sealed by Gonzalo A. Paz, P.E. 2. Glazing complies with ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. NOA No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016. 3. Technical data sheet of thermoplastic Sarlin TPV 5765B by Teknor Apex Company. F. STATEMENTS 1. Statement letter of compliance to FBC 2014 (5t' Edition) and of "No financial interest" dated AUG 20, 2015 prepared'by Eastern Engineering Group, signed and sealed by Gonzalo A. Paz, P.E. 2. Statement of Lab compliance, part of above test reports. G. OTHER 1. None Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0214.10 Expiration Date: November 25, 2020 Approval Date: March 29, 2018 E - 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 14-404, titled "Series CS240 SLD Glass Door (LMI), sheets 1 through 11 of 11, prepared by Eastern Engineering Group, dated 11/18/15, signed and sealed by Gonzalo A. Paz, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY,ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6` Edition (2017), and of no financial interest, issued by Eastern Engineering Group, signed and sealed by Gonzalo A. Paz, P.E. G. OTHERS 1. NOA No. 15-0409.09, issued to RC Home Showcase, Inc. for their Series "CS240" Aluminum Sliding Glass Door - L.M.I., approved on 11/25/15 and expiring on 11/25/20. l�7 Sifang Zhao, P. E. Product Control Examiner NOA No. 18-0214.04 Expiration Date: April 02, 2020 Approval Date: March 29, 2018 E-2 DESIGN SEQUENCE STEP 1:DETERMINE SITE SPECIFIC WIND LOADING REQUIREMENTS AS PER ASCE-07 STEP 2SEE SHEET 2 FOR DESIGN LOAD CAPACITY BASED ON DESIRED PANEL SIZE. STEP 3.-SEE SHEET 3 FOR HEAD & SILL ANCHOR CONFIGURATIONS WITH DESIGN RATING GREATER THAN LOADS REQUIRED. STEP4: LOWER DESIGN PRESSURES FROM STEPS 2& 3 WILL APPLY TO ENTIRE SYSTEM. PANEL WIDTH=NOM. PANEL PANEL HEIGHT= FRAME HEIGHT-1 }" DLO HEIGTH= FRAME HEIGHT-6 DLO WIDTH= NOM. PANEL WIDTH-6• SEE HEAD 2z•MAX ANCHOR HEAD/SILL 1 ON SHEET (2) ANCHORS TYPE A.B OR C@3"O.0 a' S2 IS _ V. OJ O Q J w o m lu- (2) ANCHORS TYPE D @ 3" O.0 SEE SILL ANCHOR ON SHEET 4. MAX HEAD/ SILL FREE JAMB W/O ANCHORS OPTIONAL TYPICAL ELEVATION SGD (0)XO) GENERAL NOTES SCALE:112'=t'-0• THIS SYSTEM IS DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 13G0-09 THE SYSTEM IS RATE FOR LARGE MISSILE IMPACT. (SHUTTERS ARE NOT REQUIRED) ANCHORS SHOWN IN DRAWINGS ARE AS PER TEST UNITS. ANCHORS ON ALL PANEL SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACING CENTER (OTABULATED ON SHEET 3 &4. • ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON ASITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL VAL AND TO BBE E RREE D VIEWED BY BUILDING OFFICIAL FOR • NON-HVHZ. FOR HVHZ ONE-TIME APPROVAL REQUIRED FOR MIAMI-DADECOUNTY(PRODUCT CONTROL SECTIONS) LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL METAUSTEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. USE RATING GREATER THAN DESIGN LOADS REQUIRED. •- FRAME AREA OF ALTERNATE SIZES MUST MUST NOT EXCEED THE TESTED AREA OF 160 SF. ' EXISTING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE SLIDING DOOR SYSTEM. ENGINEER ON RECORD OF THE BUILDING SHALL VERIFY THE STRUCTURE FOR SUCH LOADINGS. DOOR MUST COMPLY W/ EGRESS REQUIREMENTS AS APPLICABLE PER FBC. PRODUCT REVISED CO as complying with the Florida v n. Building Code NOA-No. 18-0214.10 n O w 0 w g Expiration Date 1112512020 By Lu = ON Miami -Dad roduct Control 0 NO 6073 OF WC- ASTATE ,"4449r6ui DESIGN LOAD CAPACITY (PSF) NOMINAL DIMENSIONS GLASS TYPE 9116" HS LAM. NOMINAL WIDTH INCHES FRAME HEIGHT INCHES EXT(-) INTN 30 96 131.0 131.0 36 131.0 131.0 42 131.0 131.0 48 .131.0 131.0 54 72.7 72.7 30 102 131.0 131.0 36 131.0 131.0 42 131.0 131.0 48 131.0 131.0 54 72J 72.7 30 108 131.0 131.0 36 131.0 131.0 42 13-1.0 131,0 48 131.0 131.0 53 79.8 79:8 30 114 131.0 13-1.0 36 131.0 131-.0 42 131.0 131.0 48 131.0 131.0 30 120 131.0 131.0 36 131.0 131.0 42 131.0 131.0 48 131.0 131.0 6"X8"X1"THK WOOD UNANCHORED 6"XB"X1"THK WOOD SHIM @ BOTTOM, TOP ALUM. JAMB SHIM @ BOTTOM, TOP AND CENTER AND CENTERC GLASS LITE GAP DIMENSIONS °. %- MIN FOR UP TO 8'-0" HIGH FRAME 4 YZ MIN FOR UP TO 9'-0" HIGH FRAME %' MIN FOR UP TO 10'-0" HIGH FRAME 3/4 " MAX 4. a v 1- ° EXTERIOR EXTERIOR - SILICONE DOW CORNING 795 W/BACKER-ROD 314. MAX. 3/4° FREE JAMB(SHIM) & SILICONE TYPICAL DETAIL SCALE: 6°-1'-0" 5 Y4 HEAT STREN'D GLAS 0.09' SENTRYGLASS BY KURARAY AMERICA IN( Ya HEAT STREN'D GLAS EXTERIOR DOW CORNING 995 STRUCTURAL SILICONE A28 UTES > 36" WIDE, SETTING BLOCK TO BE SARLINK TPV 5775B APEX CO. WITH HARDNESS 75t5 SHORE A V4 MARINE GLAZING FOR 9116° THK. GLASS LMI GLASS DETAIL SCALE 6°=1'-O° 5 ° 0 �a S-2 cn PRODUCT REVISED w as complying with the Florida Building Code .GA -No. 18-0214.10 Ed O v oo W Expiration Date 1/2512020 �Oq By Control W N Mlaml-0ade roduct 00-0 '24 #: 110 6074 # -� TAOF - ,�/ �i oKWIK CON II WITH 1% MIN PENETRATION INTO 3KSI E CONCRETE @ 3° OC & W/2V HEAD EDGE DISTANCE. (Fy=137KS1, ANCHOR TYPE "A' DETAIL Fu-13BKSI) SEE TABLE SHEET4 ANUMUK I"=-U' U=I— INTO CONCRETE 12" v 3" _-1. 3" 3 ANCHOR SPACING AT HEAD'& SILL FIXED JAMB (4-ANCHOR SCHEDULE SHOWN, SEE SHEET 3) 3" 3° 3" 3" s 3 s ANCHOR SPACINGAT HEAD & SILL INTERLOCK/ STRAGAL (B-ANCHOR SCHEDULE SHOWN, SEE SHEET 3) HEAD ANCHOR TYPE'B' DETAIL HEAD ANCHOR TYPE'C' DETAIL KWIK CON II WITH 1' MIN Y.•0 KWIK CON II WITH 1Y4" MIN Y"0 PENETRATION INTO 3KSI t :: PENETRATION INTO 3KSI GROUT FILLED CONCRETE CONCRETE @3' OC & W/ 2V BLOCWCONCRETE @fi° OC 8 EDGE DISTANCE. (Fy=137K51, W/3' EDGE DISTANCE. J O o Fu=13SKSI) (Fy=137KSI, Fu=138KS1) e = zz u MAX. PLASTIC SHIM 1/4° W a � a W a FITJAMB ANCHORAGE ALUM. HEAD CONN. TO CMUICONCRETE O 1.-g %-0 WOOD SCREW @ 3' OC & W/ P)4' EDGE DISTANCE & MIN 1}•THREAD PENETRATION. PROPERLY FASTENED 2X WOOD BUCK BY OTHERS PLASTIC SHIM 114' MAX. ALUM.HEAD EDGE Y.'0 KWIK-FLEX SDS WITH 3/4- MIN PENETRATION INTO METAL STRUCTURE @3° OC MIN & W/ 1' EDGE DISTANCE. (Fy=92KS1, Fu=120KSI) ALUMISTEEL STRUCTURE (SEE SPEC. @ SHEET 3 NOTES) PLASTIC SHIM 1/4' MAX. ALUM. HEAD -TYPICAL ANCHORS DETAILS SCALE: 3'=1'.W � 1< 9/16 AX GAP D❑ TW9 O W 1/4-20 KWIK FLEX SMS @ 6-OC - --- cr - & W/ 1' MIN EDGE DISTANCETO METAL SUBSTRATE _ (BY OTHERS, SEE SPECS @ SHEET 3 NOTES) k a FIXED JAMB ANCHORAGE CONN. TO METAL EXT, 911fi"MAX GAP GAP NOTES O �' = � 7 WI'MIN. UP TO B' � <�w 1X MIN UP TO 9' 9116' UP TO IV CD ci ti c PRODUCT REVISED s as complying with the Florida N � � a LL Building Code N NOA-No. 18-0214.10 U O �o s Expiration Date 11/25/2020 � 3oq w = ANCHORTYPES ANCHOR ANCHOR DESCRIPTION TYPE 1/4°0KWIK CON II WITH 1 3/4" MIN PENETRATION INT03KSI CONCRETE OR BETTER. SPACED AT A 3° OC AND WITH 2.9 EDGE DISTANCE. (FY=137KSI, FU=138KSI) Y4"0 WOOD SCREW @ 3 OC & W/ 2Y2" EDGE DISTANCE & MIN 1? THREAD PENETRATION. B (FY=137KSI, FU=I3BKS1) 1/4° P/ KWIK-FLEX GRADE_5 S.D.S. WITH 3/4' MIN PENETRATION INTO METAL STRUCTURE (1/8' MIN C THICKNESS). SPACEDAT 3" OC MINIMUM AND WITH 1° EDGE DISTANCE. (FY=92KSI, FU=120KSI) 114'O KWIK CON 11 WITH 1 3W MIN PENETRATION INTO 3KSI CONCRETE OR BETTER. SPACED AT D MINIMUM 3" OC AND WITH 2.5" EDGE DISTANCE. (FY=137KSI, FU=138KSI) By rn Ln Miami-D a Product Control f 0 =D; W �. Z LL F- LU ANCHOR TYPE O M HIGH STRENGTH NON SHRINK POURED & HARDENER GROUT Pc=5000 PSI MIN. NOT BY RC HOME SHOWCASE MUST TRANSFER SHEAR LOADS STRUCTURE • W CONCRETE3KSIMIN ATSILL w d a 0 PROPERLY FASTENED2BY WOOD BUCK METAL SUBSTRATE OR M-D COUNTY APPROVED MULLION BY OTHERS SEE NOTES SHEET 3. 3 PROPERLY FASTENED 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. O CONCRETE AT HEAD, SILL OR JAMBS 3KSI MIN. '" 9 GROUT FILLED C90 BLOCK AT JAMB MIN � adN's TYPICAL SECTIONS 9�mM SCALE: 6"=1'-0° PRODUCT REVISED c i LL as complying with the Florida O ` w Dullding Code NOA-No. 18-0214.10 W m 31 Ezpiratlon D 1�ate 1/25/2020 W `/3 lJ N By w MIamFDade Product Control i PS7 :.Q r ��L� � �7 ■ i•////III • „ - 'I'll � v ��,la do Product Control a MAWAFAWAWA 'OP AND VA i ENTPR WWAMWA h -- 'No •1' � wee e 4 G A J m aD T �D ap �I 'p Ifi�ll c� �,�' �fl■Il a � � _�I ,����;� Ifs■h�� i I I 3 lil i III %P►�; � 1-I I ; 1���► ; — 1 i�� ■ i? - I II I III _ I IIII 9�IIOI�illllllll �� 4�R — I 1� � I 1��� �IIIllllllllll� �I ��i I�1�� 1II a• Illlllllll � {� f �6L �.� i I'�` -r� �y■ �I� , � �� �"�,f�lllllll I� li �l��lll�IIIII� �1�� I _ i I � a i �f!■Il ■�7All ' Eno 11111111 Will Mom' �, - . s■� 0 11 I a o �w Y aS„ NbN 1 1 3.0 0 1 sos—* I 0 2.750 a ?vim a 0.14 m 0 0 H 0.060 IL 0250 m w m m z��4 U' NO W �u WN N o �d< oU N hg a f �16 o 0 2,274 l 4 L ® SILL TRACK (WITHOUT SCREEN) E1 LOCK STILE E4 MOVING TOP RAIL E7 FIXED BOTTOM RAIL ® INTERLOCK STILE 0 o 0 to 02 067 = m `o o 2,520 �_ 'r �� a rn 0 '�° .82 c1j25 5.422 m m o 0.188 085 2.493 L 5250 rmi• g 0 e I 1.37 1.718 E2 FIXED JAMB STILE ES FIXED TOP RAIL O 98 THRESHOLD ® FRAME HEAD ® SILL TRACK PLATE �vw co .688 PRODUCT REVISED N c- = o 0.094 1 569 -y�35��- i 0.068 In cii 0250 as complying with the Florida Building Code rioA lao. 18-0214.10 Explration Date 1112512020 &5 C' 0 Q w a w �1 n 't rn o Miami- ade Product Control M N UIwo p V fV 0 Y� M o 0.310 L 4.872 L L 5.562 I ••S c 1.374 2187 ; O. G^^; ��G • c J E6 MOVING BOTTOM RAIL E7 HEAD ADAPTOR ® SILL TRACK ' {�.' No @3734 ' E3 MEETING STILE ' 9 : STA ;�`p��s�` O OF 9' OF 11 2.750 0,969 LI 1.761. � m a 0.230 0.50 0 30 0.313 0 0.020 0. o 0 6.380 FRAME JAMB FIXED SIDE V6 GLAZING GASKET N EO.31090 0.3 3 0 5 m o 6,380 L� o ® FRAME JAMB OPERABLE SIDE TRESHOLD SEAL Area = 2.5171 in^2 Area - 2.5270 InA2 Ixx=13.0241 1n14 IxK=13.3353 In14 ® Sxx min = 4.0313 in"3 E3 Sxx min = 4.0509 In^3 -RAME JAMB FIXED SIDE FRAME JAMB OPERABLE SIDE CODE PART No. DESCRIPTION EXTRUSIONS E1 CS240-002 LOCK STILE AL6063-T6 E2 GS240-004 FIXED JAMB STILE (AL6063-TS E3 GS240-005 MEETING STILE AL.6063-T6 E4 CS240-006 MOVING TOP RAIL AL6063-T E5 CS240-007 FIXED TOP RAIL AL.6063-T5 E6 CS240-069 MOVING BOTTOM RAIL FOR NEW ROLLER AL6063-T6 E7 CS240-009 FIXED BOTTOM RAIL AL6063-T5 E10 CS240-012 THRESHOLD AL 60g3-T5 Ell CS240-019 HEAD ADAPTOR AL 6063-T5 E20 CS240-031 SILL TRACK PLATE (AL6063-T6) E21 2400ST-032 MEETING RAIL THRESHOLD SEAL E23 GS240-037 INTERLOCK STILE AL.6063-T6 E24 CS240-038 FRAME HEAD WIINTEGRAL SCREEN TRACK AL 6063-T6 E25 CS24D•082 SILL TRACK with screen AL6063-TB) E26 CS240-M INSIDE SCREEN TRACK E29 GS240-0BB SILLTRACK whhout screen AL6053-T6 E31 CS240-056 SCREEN VERTICAL JAMB AL.6o63-Tfi E32 CS240-057 SCREEN TOP 8 BOTTOM RAIL(AL.6063-T6) E33 CS240-042 FRAME JAMB AL.6063-Tfi E34 _ GS240-071 FRAME JAMB FIXED SIDE UNANCHORED JAMB AL.6063-T6 E35 CS240-072 FRAME JAMB OPERABLE SIDE (AL.6063-T6,UNANCHORED JAMB VINYLS V1 V-017 MARINE GLAZING FOR 9/16' THK. GLASS LMI V2 V-019 DRIP SILL VINYL CS240-069 V4 V-020 MARINE GLAZING FOR 9/16-THK. GLASS LMI V7 V-027 BULB VINYL WSTP AT MEETING RAIL THRESHOLD VB TEKNORAPEX COMPANY MARINE GLAZED SURROUND GASKET WI WET SILICONE @ BOTH SIDE OF GLASS-75.00 SHORE A (SARLINK TPV 57658 SCREWS S1 #8 X 318" LG. FH. SMS. ST/ST 4 PANELS ONLY S2 110 X 12" LG. PH. SMS STIST A.S. FOR MEETING ST. THRESH. S3 #10 X 1' LG. PH. SMS PLATED ASSEMBLY SCREW FOR FRAME S4 #10X1 12' LG. PH. SMS. STIST ASS. SC.FOR PANELS S5 114'0-20 X 2 12° LG. HD. HX. KWIK-FLEX INSTALLATION SCREWS Sg 114-20 X 3/4' LG. SOCKET HEAD CAP SCREW STIST NONMAGN. S7 #8 X 12' LG. PH. SMS. STIST S8 #10 X 3/4' LG. FH. SMS STIST FOR HARDWARE S9 #10X3/4'LG. PH. SMS ST/ST SCREW R M1 S10 1I4'OX23/4' LG. HD. HX. KWIK-CONS. INSTALL. SCREW HARDWARE H7 PR03-600 HIGH PRECISION SIDE AJl1STABLE STIST ROLLER STEEL PLATE WHEELS P 1 0 1-XXX PO IT/L P501-0002-XXX 2 POINT KIT EXTERIOR LOCKING H4 191014 2 POINT MORTISE LOCK MISCELANEOUS M1 P-D46 1250'X1.883'X4' LONG DOOR BUMPER CS240-038 M2 5/8' X 1 12' X 0.100 THK.ALUM.PLATE PAINTED GS240-002 M3 4 318' X B' X 0.040 THK ALUM. PLATE PAINTED CS240-042 M4 U56 O 275 X 270 W/B CS240-012 OS240-019 MS W21225NK ULTRAFAB. SERIES VERTICALLY CS240-042 (CS240-0O5 M6 P38D2AFK ULTRAFAB SERIES WSTP CS240-037 CS240-012 M7 W31245NK ULTRAFAB SERIES WSTP CS240-03 8 CS240-006 M16 P5o150o1-XX JSLA-2400.12W SILL ANCHOR Ml9 A4 3/4'X3/4'X1/16' THK ALUM. TUBE 1' LONG(TEMPORARY) M20 W1455INW ULTRAFAB SERIES WSTP VERTICALLY CS240-056 M21 CD-690S SCREEN CORNER LOCK AND ROLLER M22 STAINLESS STEEL TRACK COVER 0.031 THK 2400ST-082 M23 DC995 STRUCTURAL SILICONE M28 SETTING BLOCK GLASS G1 9/16THK LAM. GL. 1I4' H.S. OUTSIDE + 0.090 SGP+1/4' H.S. INSIDE � a � � g y 0 S v� 0 .3Ee�m U3 � u PRODUCT REVISED as camp'y1 g with the Florida BuildCode NOA-trio. 1 B-0214.10 �Q Ning 2' �� r„ o a" N 0 U Expiration Date!1/2512020 W 3� By !//ley U3 oy Miami -Dade product Control w1 o LL =1 Z.ND 6 734 $TA OF 10 OF 11 1` m o m p V O A O o z m n A 1 j m ini W ATy m m m O 0 A v A O OA m 2 A A • _ -�. . w N w Dz •".. Az M m o T O 03 O � z z m A O_ T v0 a i5o 0 0 omC m C c &uutaa", » N N 4N �C3 C ' n _ :0 —I °' ®�° SERIES CS240 SLD. GLASS °p"%N0 N. m .z •y m* o S I EASTERN ENGINEERING GROUP ;�-C w D= DOOR L.M.I. as,Nwa2AVESUrrenarv°m�ww°snu o A ^ 16115 MN 52nd Ave. T°r. PON S99ar33 r_ (aril 599-e076 o^ . 9 T RC Mlaml Gardens, FL 33014 Phone: 305 392-6214 0 RAISSA R. LOPEZ. PE (❑O NO-59399 T o- / H MESHOWWCASE 'I ) ( 3 h' �• N *' Fax 305 260-6432 s0u6 :. w m O CERT. OF AUTHORIZATION No. 26655 14 404 n°. uAre U6CPo2nanl OEscmm : OnAxx: