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HomeMy WebLinkAboutRevision 2-16-22OFFICC USE ONLY: DATE FILED: � `���:z REVISION FEE: PERMIT # a?Q l G — ©(a0 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILE COPY LOCATION/SITE ADDRESS: APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: u p6kc,4t;d Do CONTOR STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: RECEIVED FEB 16 2022 St -,Lucie County Permitting ST. LUCIE CO CERT. #: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: CITY: `F4 , P o e- ate STATE: _ PHONE (DAYTEME: 7% -3�-2 .a ARCHITECT/ENGINEER INFORMATION: o _ NAME: vr ADDRESS: VoY CITY: V4. JL Jr� PHONE (DAYTINIE): AX: ZIP: f I Xroom t "� 4.. .� t{• i 6 a oti snpcLd I RECEIVED FEB 19 2022 S t ill Jj 1✓1 C - L C VlIlk- boa In I E Docu' gn Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: CORNETTE RESIDENCE Builder Name: Street: 1401 LONE PINE DRIVE - Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, 34982 Permit Number. Owner: CALEB AND KELLEY CORNETTE Jurisdiction: ST LUCIE COUNTY Design Location: FL, Fort Pierce County: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (3530.0 sqft.) Insulation Area 2. Single family or multiple family, Detached a. Concrete Block - Int Insul, Exterior R=4.1 1890.00 ft2 b. Frame -Wood, Exterior R=13.0 1220.00 ft 3. , Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 420.00 ft2 4. Number of Bedrooms 4 d. N/A R= W 10. Ceiling Types (2986.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=20.0 2986.00 ft2 6. Conditioned floor area above grade (ft2) 2986 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows (404.6 sqft.) Description Area a. Sup: Attic,•Ret: Attic, AH: Attic 6 150 a. U-Factor. Sgl, U=0.33 248.56 ft2 b. Sup: Attic, Ret Attic, AH: Attic 6 125 SHGC: SHGC=0.22 b. U-Factor: Sgl, U=0.32 112.00 ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 35.2 SEER:16.00 SHGC: SHGC=0.22 b. Central Unit 18.8 SEER:16.00 c. U-Factor. Sgl, U=0.29 44.08 ft2 SHGC: SHGC=0.23 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Strip Heat 27.0 COP:1.00 SHGC: b. Electric Strip -Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 4.793 ft. Area Weighted Average SHGC: 0.221 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (2986.0 sqft.) Insulation Area EF:0.990 a. Slab -On -Grade Edge Insulation R=0.0 1965.00 ft2 b. Conservation features b. Raised Floor R=0.0 909.00 ft2 None c. other (see details) R= 112.00 ft2 15. Credits None Total Proposed Modified Loads: 85.61 P A c S Glass/Floor Area: 0.136 Total Baseline Loads: 102.01 hereby certify that the plans and specifications covered by Review of the plans and Q'1i�{,. > this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance -: y ��;�'` , ____ ,°���� �• with the Florida Energy Code. Before is completed PREPARED BY:A construction DATE: 2-16-2022 this building will be inspected for compliance with Section 553.908 hereby certify that this building, as designed, is in compliance Florida Statutes. .; with the Florida Energy Code. Do¢asigned by OFj'.*1 OWNER/AGENT: BUILDING OFFICIAL: DATE: 3/1/2022 '-857CA0h3C67E40F DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 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, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 6.030 Qn for whole house. 2/16/2022 12:34 PM EnergyGaugeA® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 8 DocuSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: CORNETTE RESIDENCE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2986 Lot # Owner Name: CALEB AND KELLEY CORNE Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1401 LONE PINE DRIV Permit Office: ST LUCIE COUNTY Cross Ventilation: No County. St. Lucie Jurisdiction: ST LUCIE COUNTY Whole House Fan: No City, State, Zip: FORT PIERCE, Family Type. Detached FL, 34982 New/Ebsting: New (From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL VERO_BEACH_MUNI 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 AHU 1 1965 19650 �2 AHU 2 1021 10210 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 M BATH 165 1650 No 0 1 Yes Yes Yes 2 M WIC 1 66 660 No 0 1 Yes Yes Yes 3 LAUNDRY 109 1090 No 0 1 Yes Yes Yes 4 M WIC 2 72 720 No 0 1 No Yes Yes 5 PANTRY 42 420 No 0 1 Yes Yes Yes 6 HALL 63 630 No 0 1 No Yes Yes 7 MASTER BEDROO 248 2480 No 0 1 1 Yes Yes Yes 8 DEN 143 1430 No 0 1 Yes Yes Yes 9 FOYER 78 780 No 0 1 Yes Yes Yes 10 BATH 2 36 360 No 0 1 Yes Yes Yes 11 LIVING 522 5220 No 0 1 Yes Yes Yes 12 KITCHEN/DINING 421 4210 Yes 0 1 Yes Yes Yes 13 LIVING RM 2ND FL 209 2090 No 0 1 Yes Yes Yes 14 BEDROOM 4 143 1430 No 0 1 1 Yes Yes Yes 15 CLST 4 18 180 No 0 1 Yes Yes Yes 16 CLST 3 18 180 No 0 1 Yes Yes Yes 17 BEDROOM 3 155 1550 No 0 1 1 Yes Yes Yes 18 BEDROOM 2 164 1640 No 0 1 1 Yes Yes Yes 19 BATH 3 58 580 No 0 1 Yes Yes Yes 20 BATH 4 80 800 No 0 1 .Yes Yes Yes 21 HALLWAY 76 760 No 0 1 No Yes Yes 2/16/202212:34 PM EnergyGaugeA® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 8 DoSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C INPUT SUMMARY CHECKLIST REPORT FnRM R4nr gn17 SPACES. Number` Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 22 CLST 2 12 120 No 0 1 Yes Yes Yes 23 STAIRS UP 88 880 No 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation M BATH 26 ft 0 165 f12 -- 1 0 0 2 Slab -On -Grade Edge Insulation M W IC 1 17 ft 0 66 ft2 ___ 1 0 0 3Slab-On-Grade Edge Insulation LAUNDRY 22 ft 0 109 f? ___ 1 0 0 4 Slab -On -Grade Edge Insulation M WIC 2 1 ft 0 72 ft2 1 0 0 5 Slab -On -Grade Edge Insulation PANTRY 6 ft 0 42 ft' — 1 0 0 6 Slab -On -Grade Edge Insulation HALL 1 ft 0 63 ft2 -- 1 0 0 7SIab-On-Grade Edge Insulation MASTER BEDRO 5 ft 0 248 ft= --- 1 0 0 8 Slab -On -Grade Edge Insulation DEN 5 ft 0 143 ft2 -- 1 0 0 9 Slab -On -Grade Edge Insulation FOYER 16 ft 0 78 ft2 — 1 0 0 10SIab-On-Grade Edge Insulation BATH 2, 12 ft 0 36 ft2 --- 1 0 0 11SIab-On-Grade Edge Insulation LIVING 57 ft 0 522 ftz 1 0 0 12SIab-On-Grade Edge Insulation KITCHEN/DININ .23 ft 0 421 ft2 1 0 0 13Raised Floor LIVING RM 2ND — 209 ftz 0 1 0 0 14Raised Floor BEDROOM 4 — 143 ft2 0 1 0 0 15Raised Floor CLST 4 ____ ____ 18 ft2 0 1 0 0 16Raised Floor CLST 3 __-_ 18 ftz 0 1 0 0 17Raised Floor BEDROOM 3 1.43 ft2 0 1 0 0 18Raised Floor BEDROOM 2 ____ 64 ft' 0 1 0 0 19Raised Floor BATH 3 58 ft2 0 1. 0 0 20Ralsed Floor BATH 4 ____ --__ 80 ft2 0 1 0 0 21Raised Floor HALLWAY ____ 76 ft2 0 1 0 0 22Raised Floor CLST 2 12 ft2 0 1 0 0 23Raised Floor STAIRS UP 88 ft2 0 1 0 0 24Raised Floor BEDROOM 2 ____ ___- 100 ft2 20 1 0 0 25Raised Floor BEDROOM 3 ____ ____ 12 ft2 20 1 0 . 0 2/16/202212:34 PM EnergyGaugeAO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 8 DocuSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C FORM R405-2017 INPUT SUMMARY CHECKI I--RT RFPnRT 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 3339 ft2 0 ftz Light N 0.1 No 0.9 No 20 26.57 ATTIC b # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 2986 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 UnderAttic(Unvented) MBATH 0 Blown 165ft2 0.1 Wood 2 Under Attic (Unvented) M WIC 1 0 Blown 66 ft2 0.1 Wood 3 UnderAttic(Unvented) LAUNDRY 0 Blown 109ft2 0.1 Wood 4 Under Attic (Unvented) MWIC2 0 Blown 72fF 0.1 Wood 5 Under Attic (Unvented) PANTRY 0 Blown 42 ft2 0.1 Wood 6 Under Attic (Unvented) HALL 0 Blown 63 ft2 0.1 Wood 7 Under Attic (Unvented) MASTER BEDRO 0 Blown 248 ft2 0.1 Wood 8 Under Attic (Unvented) DEN 0 Blown 143 ft2 0.1 Wood 9 Under Attic (Unvented) FOYER 0 Blown 78 ft2 0.1 Wood 10 Under Attic (Unvented) BATH 2 0 Blown 36 ft2 0.1 Wood 11 Under Attic (Unvented) LIVING 0 Blown 522 ft2 0.1 Wood 12 Under Attic (Unvented) KITCHEN/DININ 0 Blown 421 ft2 0.1 Wood 13 Under Attic (Unvented) LIVING RM 2ND 0 Blown 209 ft2 0.1 Wood 14 Under Attic (Unvented) BEDROOM 4 0 Blown 143 ft2 0.1 Wood 15 Under Attic (Unvented) - CLST 4 0 Blown 18 ft2 0.1 Wood 16 Under Attic (Unvented) CLST 3 0 Blown 18 ft2 0.1 Wood 17 Under Attic (Unvented) BEDROOM 3 0 Blown 155 ft2 0.1 Wood 18 Under Attic (Unvented) BEDROOM 2 0 Blown 164 ft2 0.1 Wood 19 Under Attic (Unvented) BATH 3 0 Blown 58 ft2 0.1 Wood 20 Under Attic (Unvented) BATH 4 0 Blown 80 ft2 0.1 Wood 21 Under Attic (Unvented) HALLWAY 0 Blown 76 ft2 0.1 Wood 22 Under Attic (Unvented) CLST 2' 0 Blown 12 ft2 0.1 Wood 23 Under Attic (Unvented) STAIRS UP 0 Blown 88ft2 0.1 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 E Exterior Concrete Block - Int Insul M BATH 4.1 11 0 10 0 110.0 ft2 0 0 0.1 0 2 S Exterior Concrete Block - Int Insul M BATH 4.1 15 0 10 0 150.0 ft2 0 0 0.1 0 3 S Exterior Concrete Block - Int Insul M W IC 1 4.1 6 0 10 0 60.0 ft2 0 0 0.1 0 4 W Exterior Concrete Block - Int Insul MV IC 1 4.1 11 0 10 0 110.0 ft2 0 0 0.1 0 5 E Exterior Concrete Block - Int Insul LAUNDRY 4.1 11 0 10 0 110.0 ft2 0 0 0.1 0 6 S Exterior Concrete Block - Int Insul LAUNDRY 4.1 11 0 10 0 110.0 ft2 0 0 0.1 0 r 2/16/202212:34 PM EnergyGaugeA® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6thEdition (2017) ' Compliant Software Page 4 of 8 DocuSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C FORM R405-2017 INPUT SUMMAKY GIIEGKLI51 KEPUK WALLS Adjacent Cavity Width ght HeiEt Sheathing Framing Solar Below Space In Ft 7 E Exterior Concrete Block- Int Insul PANTRY 4.1 6 0 10 0 60.0 ft2 0 0 0.1 0 8 S Exterior Concrete Block - Int InsuMASTER BE 4.1 5 0 10 0 50.0 ftZ 0 0 0.1 0 9 W Garage Frame -Wood MASTER BE 13 16 0 10 0 160.0 ft2 0 . 0.1 0.1 0 10 N Garage Frame - Wood MASTER BE 13 8 0 10 0 80.0 ft2 0 0.1 0.1 0 11 W Exterior Concrete Block - Int Insul DEN 4.1 5 '0 10 0 50.0 ft2 0 0 0.1 0 12 W Garage Frame - Wood DEN 13 6 0 10 0 60.0 ft2 0 0.1 0.1 0 13 S Garage Frame - Wood DEN 13 8 0 10 0 80.0 ft2 0 0.1 0.1 0 14 N Exterior Concrete Block - Int Insul FOYER 4.1 10 0 10 0 100.0 1`12 0 0 0.1 0 15 W Exterior Concrete Block - Int Insul FOYER 4.1 6 0 10 0 60.0 ft2 0 0 0.1 0 16 N Exterior Concrete Block - Int Insul BATH 2 4.1 6 0 10 '0 60.0 ft2 0 0 0.1 0 17 W Exterior Concrete Block - Int Insul BATH 2 4.1 6 0 '10 0 60.0 ft2 0 0 0.1 0 18 N Exterior Concrete Block - Int Insul LIVING 4.1 21 0 10 0 210.0 ft2 0 0 0.1 0 19 E Exterior Concrete Block - Int Insul LIVING 4.1 24 0 10 0 240.0 ft2 0 0 0.1 0 20 W Exterior Concrete Block- Int Insul LIVING 4.1 12 0 10 0 120.0 ft2 0 0 0.1 0 21 N Exterior Concrete Block - Int InsuKITCHEN/DI 4.1 5 0 10 0 50.0 ft2 0 0 0.1 0 22 E Exterior Concrete Block - Int InsuKITCHEN/DI 4.1 13 0 10 0 130.0 ft2 0 0 0.1 0 23 S Exterior Concrete Block- Int InsuKITCHEN/DI 4.1 5 0 10 0 50.0 ft2 0 0 0.1 0 _ 24 W Garage Frame - Wood KITCHEN/DI 13 4 0 10 0 40.0 ft2 0 0.1 0.1 0 25 E Exterior Frame - Wood LIVING RM 2 13 11 0 10 0 110.0 ft2 0 0.1 0.1 0 26 S Exterior Frame - Wood LIVING RM 2 13 9 0 10 0 90.0 ft2 0 0.1 0.1 0 27 E Exterior Frame - Wood BEDROOM 4 13 11 0 10 0 110.0 ft2 0 0.1 0.1 0 28 E Exterior Frame - Wood CLST 4 13 2 0 10 0 20.0 ft2 0 0.1 0.1 0 29 E Exterior Frame - Wood CLST 3 13 2 0 10 0 20.0 ft2' 0 0.1 0.1 0 30 N Exterior Frame- Wood BEDROOM 3 13 13 0 10 0 130.0 1`12 0 0.1 0.1 0 31 E Exterior Frame - Wood BEDROOM 3 13 13 0 10 0 130.0 ft2 0 0.1 0.1 0 32 N Exterior Frame - Wood BEDROOM 2 13 14 0 10 0 140.0 ft2 0 0.1 0.1 0 33 W Exterior Frame - Wood BEDROOM 2 13 13 0 10 0 130.0 ft2 0 0.1 0.1 0 - 34 W Exterior Frame - Wood BATH 3 13 5 0 10 0 50.0 ft2 0 0.1 0.1 0 35 W Exterior Frame - Wood BATH 4 13 8 0 10 0 80.0 ft2 0 0.1 0.1 0 36 W Exterior Frame- Wood CLST 2 13 2 0 10 - 0 20.0 ft2 0 0.1 0.1 0 37 E Exterior Frame - Wood STAIRS UP 13 11 0 10 0 110.0 ft2 0 0.1 0.1 0 38 S Exterior Frame - Wood STAIRS UP 13 8 0 10 0 80.0 ft2 0 0.1 0.1 0 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Single Yes 0.29 0.23 N 7.1 ft2 8 ft 0 in 1 ft4 in None None 2 S 2 Vinyl Low-E Single Yes 0.33 0.22 N 6.0 ft2 2 ft 0 in 1 ft4 in None' None 3 E 5 Vinyl Low-E Single Yes 0.33 0.22 N 6.0 ft2 6 ft 0 in 1 ft 4 in None None 4 S 6 Vinyl Low-E Single Yes 0:33 0.22 N 15.6 ft2 12 ft 0 in 1 ft 4 in None None 5 S 8 Vinyl Low-E Single Yes 0.33 0.22 N 15.0 ft2 2 ft 0 in 1 ft 4 in None None 6 W 11 Vinyl Low-E Single Yes 0.33 0.22 N 15.0 ft2 2 ft 0 in 1 ft 4 in None None 7 N 14 Vinyl Low-E Single Yes ' 0.33 0.22 N 8.0 ft2 8 ft 0 in 1 ft 4 in None None 2116/202212:34 PM EnergyGaugeA® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 8 DocuSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C FORM R405-2017 INPUT SUMMARY CI4FCKLIST RFPART WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 8 N 14 Vinyl Low-E Single Yes 0.33 0.22 N 24.0 ft2 8 ft 0 in 1114 in None None 9 N 18 Vinyl Low-E Single Yes 0.33 0.22 N 40.0 ft2 12 ft 0 in 1 ft 4 in None None 10 E ..19 Vinyl Low-E Single Yes 0.33 0.22 N 40:0 ft2, .'6 ft 0 in 1 ft 4 in None None 11 E 19 Vinyl Low-E Single Yes 0.33 0.22 N 24.0 ft2 6 ft 0 in 1 ft 4 in None None 12 N 21 Vinyl Low-E Single Yes 0.33 0.22 N 15.0 ft2 6 ft 0 in 1 ft 4 in None None 13 E 22 Vinyl Low-E Single Yes 0.29 0.23 N 6.0 ft2 2 ft 0 in 1 ft 4 in None None 14 E 22 Vinyl Low-E Single Yes 0.29 0.23 N 6.0 ft2 2 ft.0 in 1 ft 4 in None None 15 E 22 Vinyl Low-E Single Yes 0.33 0.22 N 20.0 ft2 2.ft 0 in 1 ft 4 in None None 16 E 22 Vinyl Low-E Single Yes 0.33 0.22 N 20.0 ft2 2 ft 0 in 1 ft 4 in None None 17 E 25 Vinyl Low-E Single Yes 0.32 0.22 Y. 15.0 ft2 2 ft 0 in 1 ft 4 in None None 18 E 27 Vinyl Low-E Single Yes 0.32 0.22 Y 15.0 ft2 2 ft 0 in 1 ft 4 in None None 19 N 30 Vinyl Low-E Single Yes 0.32 0.22 Y 20.0 ft2 2 ft 0 in 1 ft 4 in None None 20 E 31 Vinyl Low-E Single Yes 0.32 0.22 Y 15.0 ft2 2 ft 0 in 1 ft 4 in None None 21 N 32 Vinyl Low-E Single Yes 0.32 0.22 Y 20.0 ft? 2 ft 0 in 1 ft 4 in None None 22 W 33 Vinyl Low-E Single Yes 0.32 0.22 Y 15.0 ft2 2 ft 0 in 1 ft 4 in None None 23 W 34 Vinyl Low-E Single Yes 0.32 0.22 Y 6.0 ft2 2 ft 0 in 1 ft 4 in None None 24 W 35 Vinyl Low-E Single Yes 0.32 0.22 Y 6.0 ft2 2 ft 0 in 1 ft 4 in None None 25 S 38 Vinyl Low E Single Yes 0.29 0.23 Y 25.0 ft2 2 ft 0 in 1 ft 4 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 780 ft2 780 ft2 42 ft loft 13 INFILTRATION # Scope Method SLA ' CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000317 2488.3 136.52 256.3 .0987 5 ' r HEATING SYSTEM # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COPA 27 kBtu/hr 1 sys#1 2 Electric Strip Heat/ None COPA 17 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split Single SEER: 16 35.2 kBtu/hr 1056 cfm 0.8 1 sys#1 2 Central Unit/ Split Single SEER: 16 18.8 kBtu/hr 564 cfm 0.8 2 sys#2 2/16/2022 12:34 PM EnergyGaugeA® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 6 of 8 DocuSign Envelope ID: 777C907D-9870-4EDC-919A BAF3F9C6886C I:r)PRA PAnF_7n17 INPUT SUMMARY CHECKLIST REPORT HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Garage 0.99 1 gal 55.1 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply— — Return — Air CFM 25 CFM25 HVAC # # Location R-Value Area _ Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 150 ft2 Attic 15 ft2 Prop. Leak Free Attic —'cfm 58.9 cfm 0.03 0.50 1 1 2 Attic 6 125 ft2 Attic 13 ft2 Prop. Leak Free Attic — cfm 30.6 cfm 0.03 0.50 2 2 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling[[ ]] Jan Feb Heatin[X] Jan Feb Mar Mar Apr f Apr may f May Jun Jul Jun Jul [X] Auge [ ] AuSeP [ ] Oct [ j [ ] Oct [Xj Nov Nov Dec Dec Ventin [[ ]] Jan Feb Mar [X] Apr [ May Jun Jul [ ] Aug Se [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 80 80 78 78 78. 78 78 78 78 78 Heating(WD) AM 65 65 65 65 65 65 65 68 68 68 .68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 65 65 65 65 65 65 65 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 M WIC Default(8 Ibs/sq.ft. ft2 ft 0.3 MASTER BEDROO Default(8 Ibs/sq.ft. ft2 ft 0.3 M BATH Default(8 Ibs/sq.ft. ft2 ft 0.3 LIVING RM Default(8 lbs/sq.ft. ft2 ft 0.3 FOYER Default(8 Ibs/sq.ft. ft2 ft 0.3 DINING Default(81bs/sq.ft. ft2 ) ft 0.3 KITCHEN Default(8 lbs/sq.ft. ft2 ft 0.3 NOOK Default(8 Ibs/sq.ft. ft2 ft 0.3 HALLWAY Default(8 Ibs/sq.ft. ft2 ft 0.3 PANTRY Default(8 Ibs/sq.ft. ft2 ft 0.3 LINEN CLST Default(8lbs/sq.ft. ft2 ft 0.3 WIC 3 Default(8 Ibs/sq.ft. ft2 ft 0.3 BEDROOM 3 Default(8 Ibs/sq.ft. ft2 ft1 0.3 BATH 2 Default(8 Ibs/sq.ft. ft2 ft 0.3 CLST 2 2116/202212:34 PM EnergyGaugeA® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 7 of 8 I - DocuSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C FUKM K4U5-1U77 INVU I SUMMAKY UHLUKL151 REPORT MASS Mass Type Area. 'Thickness Furniture Fraction Space DefauR(8 Ibs/sq.ft. DefauR(8 lbs/sq.ft. Default(8 Ibs/s .ft. ft2 ft 0.3 ft' ft 0.3 ft2 ft 0.3 BEDROOM 2 LAUNDRY FAMILY RM r- 2116/202212:34 PM EnergyGaugeA® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 8 of 8 DocuSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: CORNETTE RESIDENCE Builder Name: Street: 1401 LONE PINE DRIVE Permit Office: ST LUCIE COUNTY City, State, Zip: FORT PIERCE, FL, 34982 Permit Number. v Owner: CALEB AND KELLEY CORNETTE Jurisdiction: ST LUCIE COUNTY 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 The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit 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 sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any'exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottorr to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation, insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. 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 cavities shall be filled by insulation that on installation Narrow cavities readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned.spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring a plumbing in exterior wells, or insulation that on installation readily conforms to available space shall extend behind ipiping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on 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 sealed sprinklers 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 plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 2/16/2022 12:35 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 DocuSign Envelope ID: 777C907D-9870-4EDC-919A-BAF3F9C6886C 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 84 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. Detached or multiple -family 2. Detached b) Return ducts R 6.0 c) AHU location Attic 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 54.0 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. 2986 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.323 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.221 14. Heating system: Capacity 44.0 c) Area 7c. 404.6 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. varies 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.99 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 13.0 e),Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. ,13.0 2. Masonry (Insulation R-value) 10132. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 0.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat No *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. DocuSigned by: 2/21/2022 Builder Signature: g -�857CA053CUE40F... 11An �AIMt Date: ' Address of New Home:' 1401 LONE PINE DRIVE City/FL Zip: FORT PIERCE, FL 34982 2/161202212:34:48 PM EnergyGaugeO USA 7.0.00 - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Wre /`softo 9-1vjl-%,L vYI111A14MIp ON QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466.6796 Email: QUICKCALCS(PAOL.COM For: RECEIVED FEB 16 2022 Notes: St. Lucie County Permitting CALEB AND KELLEY CORNETfE . 1401 LONE PINE DRIVE,' FORT PIERCE; FL 34982 Weather: Fort Pierce, FL, US Winter Design Conditions - Outside db 42 OF Inside db 70 OF Design TD 28 °F Heating Summary Structure 20488 Btuh Ducts 5863 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26351 Btuh Infiltration Date: FEB. 16, 2022 By: Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range M Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 17737 Btuh Ducts 8393 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1965 1965 Volume (W) 19650 19650 Air changes/hour 0.30 0.15 Equip AVF (cfm) 97 48 Heating Equipment Summary Make Trade MDdelAHRI mf Efficiency Heating input Healing output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF, 6.9 . kW 23704 Btuh 18 -OF 1173 cfm 0.045 cfm/Btuh 1.00 'in•H20 Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 24823 Btuh Latent Cooling Equipment Load Sizing Structure 4021 Btuh Ducts 2300 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 6321 Btuh Equipment Total Load (Sen+Lat) 31144 Btuh Req. total capacity at 0.70 SHR 3.0 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TTR6036J1 Coil TEM4AOC37S31++TDR AHRI ref 201763705 Efficiency 13.0 EER, 16 SEER, Sensible cooling 24640 Btuh Latent cooling 10560 Btuh Total cooling 35200 .Btuh Actual air flow 1173 : cfm Airflow factor 0:045 cfm/Btuh Static pressure 1.00 An H2O Load sensible heat ratio 0.81 Calculations approved byACCA to meet all requirements of Manual J 8th Ed: -4,11- vwrigiatsoft- 2022-Feb-16 08:31:21 ^�� RightSuite® Universal 2021 21.0.02 RSU08101 Page 1 1f,wrightsoftAHU 2� QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCSQAOL.COM For: CALEB AND KELLEY CORNETTE 1401 LONE PINE DRIVE, FORT PIERCE, FL 34982 Notes: Date: FEB. 16, 2022 By: Weather: Fort Pierce, FL, �US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 15 °F Daily range M Relative humidity 50 % Moisture difference 61 gr/lb Heating Summary Structure 7980 Btuh Ducts 2444 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 10424 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 - Heatin Coolin - Area (W) 102. 102 Volume (W) 10210 10210 Air changes/hour 0.37 , . 0.18 Equiv AVF (cfm) 62 31 Heating Equipment.Summary. Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual•air flow Air flow factor Static pressure Space thermostat 100 EFF 2.8. kW 9434 Btuh 14 OF 627 cfm 0.060 cfm/Btuh 1.00 in H2O Sensible Cooling Equipment Load Sizing Structure 9974 Btuh Ducts 3669 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier Equipment sensible load 0.95 12961 Btuh LaitentCooling Equipment Load Sizing Structure 2605 , Btuh Ducts 973 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 3578 Btuh Equipment Total Load (Sen+Lat) 16539 Btuh Req. total capacity at 0.70 SHR 1.5 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 41TR40181-1 Coil TEM6AOB24H21++TDR AHRI ref 7567539 Efficiency 13.0 EER, 16 SEER Sensible cooling 13160 Btuh Latent cooling 5640 Btuh Total cooling 18800 Btuh Actual air. flow 627 cfm Air flow factor 0.046 cfm/Btuh Static pressure 1:00 - in H2O Load sensible heat ratio 0.79 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. e -FW 2022-Feb16 08:31:21 w Right -Suite® Universal 2021 21.0.02 RSU08101 Page 2 NN O N {G LL t�c Date: FEB. 16, 2022 By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS(PAOL.COM 1 2 3 4 5 Room name Bq=W wall Room height Room dimensions Room area M WIC 1 17.0 ft 10.0 It heWcool 6.0 x 11.0 ft 66.0.ft2 LAUNDRY 220 ft 10.0 ft heat/cool 1.0 x 109.0 ft 109.0 ft2 Ty Construction number U-Velue (Btuh4t2 °F) Or HTM (Btuhrtt2) Area Qt2) or perimeter (ft) Load (Btuh) Area (ft2) or perimeter (ft) Load (Btuh) Heat , Cool Gross N/P/S Heat Cool Gross I N/P/S Heat I Cool 6 11 :.:::::;-.:.............................................. .. ....:. 13/1-4ocs 2 glazing, cir low-e 2 glazing, cir low-e 2 gtazirg, dr low-e 2giaziradrbwe . 2C.t100l 2.gl�lrk�:..cir:tow=e;:>::::..:<::::;�:�::oa3o 13A-400s 2 glazing, cir low-e 2 glazing cir low-e 2 glazing, dr bw-e 2 glazing, dr low-e 2 glazing, dr low-e 2 glazing, dr low-e 2 glazinl7 clr bw a Cw;::.:,:,:;.:::;::::;:: r �gfazing;:clrlow-e.::::::-::::;-:.-:aa36 13AAocs 2 glazing, dr low-e 2 glazing, cir bw-e 2ofazlna. drbw-e .......................... 0.143 0.330 0.330 0.330 0.330...._ 0.143 a330 0.330 0.330 0.330 0.330 0.330 0.330 >::::<;r::0.D91...:.:s....:...._.. 0.143 0.330. 0.330 0.330 ......:...:..............,.....: rt:::.:::::8(10 1t.:.: n n n n ............._9.24._.........9,56....................0....................0....................,Q,..;..:.::::.::-::.:-::.-:.-:::::::::::::::::::::::::::::::0.::::::::::::::::::::. a a a a a a a .....e...........1.9,24........_?5:�` :..�...... s s s s (i�00:::::-:>;::O.W 4.00 9.24 9.24 9.24 4.00 9.24 9.24 9.24 9.24 9.24 9.24 QOO....:..:...OQ a 4.00 9.24 9.24 9.24 ,..:,......... .,..:.:..(}' 2.19 9.56 9.56 9.56 2.19 21.84 2212 2212 24.11 24.90 24.90 ...................... ....... 2.19 9.56 9.56 9.56 ..................:::.. ::::: .::;:::.6 :....::•:......:U..::.;...:.:.:........,.:::.::< ....::.., .>:<:: U;>:::::.:::::.::-:,.d. 0 0 0 0 :.:..:..:..... 0 0 0 0 0 0 0 .....:.:................:....:.:.:..... 60 0 0 0 ,...,;.,.,.,.,.: -: 0 0 0 0 ........::::.:.................,:....:....:._..:...........:._.........::..::.....:....._:.....:..::.....:.:_:.:.......:.._:.:..:: .�... . . ..:.:::. 0 0 0 0 0 0 0 .....................0 60 0 0 0 -:.:.:.:::::-:..............::::::::::....::::::: rr;:;:i::;:;:::. A's'::: .:.:.:...::.:.::...::::::_ ; ::;<>:.:;.::::0 0 0 0 0 0 0 0 0 0 0 0 ....................0 _.:.:..:....:.:..:. 240 0 0 0 <:;:::;.:. `0 ...............:.........:............... 0 0 0 0 0 0. 0 0 0 0 0 ....:..,..,..:...:.:0 ......:.......:... 131 0 0 - - 0 ;::.........;.::, .a:..........6 :,::.::..::..._..,:.:..:.......:....:.:......:..::... 0 0 0 0 110 0 0 0 6 0 0 :.-::::::::-:::...:::....::..::..:-0 _...:...:....- 110 0 0 ..................�5 :::.:.;..,.,,...:::.::.: ...:......,.0 .. . 0 0 0 0 104 0 0 0 1 0 0 ;r.. ...:.........:: 94 0 0 ................_1§ -:.:.D..,..::..:.,., :;:_:r r:`..: 0 0 0 0 416 0 0 0 55 0 0 :.............. � ::.. -..... :...::::.:::: 6 .378 0 _ 0.1 ............ -� :... ii25<'.`;;':? .r::..... ,..:::.:.>:..:... 0 0 0 0 228 0 0 0 145 0 0 :•:.-.-:::::::::-0. -::.: :::_:;:::::.:�_ 206 0 0 :..............`. _....... 0.143 w 4.00 2. '9 110 110 440 241 0 0 0 0 dr bw-e... .............. 0.330 '... W.............9.24 ........24.90 .................... ..;..,..:..,..;..;._� 109 :::::_'r_r:;>:1 SR(M)n.3(in �`.:::.::.:..:.:.:...:•:..661.:..:...:.:...6461:...._,.:..:. 01..-1. .......109�" ..... _.. 22 837 6 c)A® emursion 1 -12 -17 Envelope loss/gain 1432 451 2004 861 12 a) Wi@rdion 268 72 347 93 b) Room ventilation 0 0 0 0 13 hternal gains: Occupants @ 230 0 0 0 0 Appliances/other 5001 500 Subtotal-Qines 61o,13) 1700 1022 .2350 1454 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redistribution Subtotal 0 1700 0 1022 8 2358 7 1461 15 Duct loads 290/6 470/6 486 484 299/6 47% 975 691 Total room load 2186 15067"1 3033 2152 Air required (cfm) 97 68 1351 97 Calculations awroved bvACCA to meet all requirements of Manual J 8th Ed. _ -Flaw.-flgtiltsof>t^ 2022-Fetr1608:31:21 Riaht-quifeft lJnivalcal 2071 91 0 m RSU08101 QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466.6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Date: FEB. 16, 2022 By. 1 Room rkame M W IC 2 PANTRY 2 FVosed wag 0 ft 6.0 ft 3 Room height 10.0 It heat/cool 10.0 1t heat/cool 4 Room dimensions 6.0 x 120 it 7.0 x '6.0 It 5 Room area 720 W 420 it2 Ty Constriction U-value Or HTM Area Qt2) Load Area QF) Load nurturer (3tuhlft.-F) (Btuhfi12) or perimeter' (it) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6:. 000.. .00 . .......:.... .2 azr <dr:buu a ::_:: 9t....!!g.............................................................................................................................0 :t;ir;;;;;:a:A;330 ns S;Aiz7ii* :-is.` >t::000 °i �t?:'i cz;:;: ii4zi rr?;`ii: .....................0 ::r:ri?:,;'.i ...................................................::::....:..:.:_:,U 0 :...::::::::.:.:. ::.:::::. :;:•:::_:::::..................................................... ............0 4 13A-4ocs 0.143 n 4.00 2.19 0 0 0 0 0 0 0 0 2 glazing, dr low-e 0.330 n 9.24 9.56 0 -0 0 0 0 0 0 0 11 2 glazing, cir low-e 0.330 n 9.24 9.56 0 0 0 0 0 0 0 0 2 glazlr@ dr low-e 0.330 n 9.24 9.56 0 0 0 =' 0 0 0 0 0 2.41azIR4,.-..:. 3.::0.,..::.....:24.....9,56...:.:..:....... . :........::..,.. 0 :. e<: :=0: nU :?;;F%a`5;.; .-::.:.::.....:..o...::..::-.:.: .._::.....:.::::....:...._....._:_.:.:::...:....:...0..:..::..,...:..-.0pirlow . uno :::..... o :::::::::::::::::::a 13A-4ocs 0.143. a 4.00 2.19 0 0 0 0 ' 60 60 240 131 2 glazing, cur, low-e 0.330 a 9.24 21.84 0 0 0 0 0 0 0 0 2 glazing, clr low-e 0.330 a 9.24 2212 0 0 0 0 0 1.0 0 0 2 glazing dr low-e 0.330 a 9.24 22.12 0 0 0 0 0 0 0 0 2 glazing, cir low-e 0.330 a 9.24 24.11 0 0 0 0 0 0 0 0 2glazing clrlow-e 0.330 a .9.24 24.90 0 0 0 0 0 0 0 0 2 glazirrg, dr low-e 0.330 a 9.24 24.90 0 0 0 0 0 0 0 0 2 glazing dr low-e 0.330 e. 9.24 25.35 0 0 .. 0. 0 0 0 0 0 - ....... 1 • o. aroo ...:.:...::......::-:.:.....:.:...::.::..::.::...:.:..:.......-.:.:...::Q ... .:.::...::.:0.........: _:...:.::-.._:....:::.:..: .:..:..:._>:..:D .:...'�2.giazirig�;alrlot�e;;r�:;::::;.:;;:�i::0:33 ;>s;? :'s'a3; 'OO i?=:_ ..._....OQOsiii�ri€::r:A:>:':`i'rr=i ....' .. :. ..::.::..:.::::�::i� :0':'i,_::c:=[i:_y::i0:':':;;i;:_=;i;:::Q:;<_:_;::;<:;ti:0 0.330 s . 4.24 2.56 0 0 0 0 0 0 0 0 2 glazing, dr bw-e 2 glazing 0.330 s ' 9.24 9.56 0 0 0 0 0 0 0 0 2 glazing, dr low-e 0.330 s 9.24 9.56 0 0 0 0 0 01 0 0 2 giazing clr tow-e 0.330 s. 9.24 9.56 0 0 .. 0 x 4 0 0 0 0 0 09]s :.:>. '.::::: is?:::.4:00 :;:::: 00 <;;a::'?'[i0 ::,.>:z::;:r<:::::;:;A i``°:>;r <0 r:rr::•s; "0 >` _:i: ::ir;:=:0 ii'i 00iir:`>i'3s ..,:.:::;::: ;:.:..:....,.,,_: '0<2c?_i'ii>Ois>>.ji:`.r. :00 i';%'D :.... `€';<>`i0'.'z' .......:. ............0 <0'i;r>`z:;.p:?zfi;_:>:::Q:??':°;:'?i:0: .. . 1W 13A-4ocs 0.143 w 4.00 2.19 0 0 •0 0 0 0 0 0 2 giazirg,..clr low-e:...... 0.330 w_ 9.24 24.90 0 0 0 0 0 0 0 0 _ . ... ;z::::..::�: ii2;:},.S' :'ir::trii[?;:; F ..-...... ....................................................................................................................................................................................... ................................................................................................................................................................................................................................ 22A-tph.............. 1.358 - - 3B.02 .. _. -.0.00 ........ 72 ... 0 ....................................................................... .. , . 0 0 ... ..... 42 ....... ................ .. .... 6 ....... 228 ..... .. . 0 ............................................................................................... .......................................................................................................... . ....... . . . . . ... ............ ...................................................................................................................................1.................................................................................... .............. ...... ... .............. ... . - . .............. ................ ........ ....... ............... ......... ........................ �;q 6 c)AED emursion -6 -9 Envelope loss/gain 19 ti 495 146 12 a) Withation 0 0 95 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 • 0 0 Appliances/other 500 600 Subtotal'Qines 6to 13) 19 511 590 771 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 4 3 4 3 14 Subtotal 23 51 594 774 15 Duct loads 29% 47% 6 243 299/6 475/6 170 366 FTTotal room load 29 757 763 1140 Air required (cfm) 1 34 51 Calculations awroyed-WACCA to meet all requirements of Manual J 8th Ed. -F'�i- wre�g7�ts®it- 2022-Feb-16 08:31:21 _ """ RiohtSuiteCnl Universal 2021 21.0.02 RSU08101 n_ n NN N ' r U. d A o m g O U O U U' J Q. U Y U Z) Ci W IN tC LL 2 0 0 9 o coo 00 00100 C'. 0�,: co 000 0 _000000O O 0 C, 0 C, 0 O'D 0"— O (4i . .... . .... ..... . ... .. . ..... . ..... 000000004 ..... . I. .... iCl 00 0 CDT • q x 0 00010. 00000000. 2- S u) CL 1c, lcoDol ri 0 0 .9 0 cc 00:.O,.Oo 000 cc O's Coco ; CV 0) MCA o:. ;.tc) 0)0) -0 of 'a c a c c�! 93 S'3 R' 9'3 9'3 93 d dddo: C5 d C; cs u co) I 41 ti MU QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCSOAOL.COM Date: FEB. 16,2022 By: I Boom name BATH 2 LIVING 2 Bposed wall 120 It 57.0 It 3 Roam height 10.0 ft heat/cool 10.0 ft . heal/cocd 4 Room dimensions 6.0 x 6.0 ft 1.0 x 522.0 , ft 5 Room area 36.0 f12 5220 fI2 Ty Construction I.Malue Or HTM Area qt2) Load Area (ft2) Load number (13tuh/ft2- F) (Btuh/ft2) or perkneter (1t) (IBMt or perimeter (R) (Bluh) Heat 7 Cool Gross . N/P/S -Heat Cool Gross N/P/S Heat 0001 6 ................. ....... ................................ ......... ................. .......... .......... ........ . .... . . . .. . ..... ... .... ................... ........... ... .. ... .... .................. ........................ ...................... ............... ........................ ..... ..... . MAW 13A-4ocs I 0.143n 4.00 2.19 60 60 240 131 210 1701 661 372 2 glazing cir low-e 11 __G 2 glazing, clr low-e ---G 2 glazing, cIr low-e ....--G . . .......... ..... .... . .. ..... . .. ....... . ..... . . . .. laA-400S 2 glazirKj clr low-e 2glazing, c1dow-e 2gJazing, cirlow-e 2 glazing, cir low-e 2 glazing, cir low-e G 2 glazing, clr low-e 13A-flocs 2glazing, clr,low-e 2 glazing clr low-e 2glazing, clr.1.ow.-e .1 G hu knnr iakdlow t-G 2alazirxi, clr low-e 0.330 n 9.24 9.56 0.330 n 9.24 9.56 0.330 n 9.24 9.56 0.330 n 9.24 9:.56. ............ 0.143 e 4.00 2-19 0.330 e 9.24 21.84 0.330 e 9.24 22-12 0.330 e 9.24 2212 0.330 e 9.24 24.11 0.330 e 9.24 24.90 0.330 e 9.24 24.90 0.330 e 9.24 25.35 0.143 s 4.00 2.19 0.330 s 9.24 9.56 0.330 s 9.24 9.56 0.330 s 9.24 9.66 0.143 w 4.00 2.19 0.330 w 924 24.90 I -.Lrql Won 131 0 0 370 382 0 0 0 . ..................... 0. 705 385 0 0 0 01 01 0 0 001 61 c)AED exruision I * -6 1 . -W' I Enxdope loss/gEdn' 937 257 SM 31311 12 a) "iWion 189 51 898 2411 b) Room %entilation 0 0 0 0 13 Internal gains: Occupants 0 230 0 0 0 0 Appliances/other 200 0 Subtotal (lines 6 to 13) 1128 507 6081 3371 Less e)demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1129 507 6081 3371 15 Duct loads 29% 47916 322 240 295/61 470/6 1740 1595 ITTotal room load 1448 7471 '1 7821 4967. Air required (afm) 1 1 64 34 3481 223, Calculations amlroved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Feb-16 08:31:21 Riaht-SuitpR UnivermM 9091 91 0 09 RSIJ08101 AHU 1 - ------------ QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL W46 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Date: FE13. 16, 2022 By- 1 Roomrvame KnCHEN/DNNG 2 B posed wall 23.0 ft 3 Room height 10.0 it heal/cool 4 Room dimensions 1.0 x 421.0 It 5 Room area 421.0 ftz Ty I Construction U-value Or HTM Area OP) Load Area Load number Q3Iuhl112-P F) (BtuhlfTz) I I or perimeter (it) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat T Cool ..lov e 13A-400s 2 glazing, dr low-e 1glazingdr low-e h 2 alazina. dr low-e 2 glazing, dr low-e 2 glazing dr low-e 2 glazing, dr low-e 2 glazing cir low-e 2 glazing dr low-e 2 glazing dr low-e .?.gagir.g_clr,bw-e 2:glaiing dirioly e - G 13A-flocs 2 glazing, dr low-e 2 glazirg, dr low-e 2 giazbng, dr low-e 12CosNrri;?r; 3<`.... . i ai >;:cir:bw-e w 13A-flocs 0.143 n 4.00 2-19 0.330 n 9.24 9.56 0.330 n 9.24 9.56 0.330 n 9.24 9.56 0.330 .: n 9.94 .....:... 0.143 a 4.00 2.19 0.330 a 9.24 21.84 0.330 a 9.24 22.12 0.330 a 9.24 22.12 0.330 a 9.24 24.11 0.330 a 9.24 24.90 0.330 a 9.24 24.90 0.330 a 9.24 25.35 Q330 szr's�is :'Q's[14. ;a;:',0:00 0.143 s 4.00 2.19 0.330 s 9.24 9.56 0.330 s 9.24 9.56 0.330 s 9.24 9.56 009# <'aN:3( ;Sia;?:;0.•{lU ?_;<i>DlO 0.143 w 4.00 2.19 0.330 w 9.24 24.90 1.3,R - RR_m n_nn 3121 171 1 '55 1 55 0 0 1 185 1 185 61 c)AED emursion -35 Envelope loss/gain 2275 1837 12 a) INiltration 362 97 b), .. Room ventilation 0 0 13 htemal gains: Occupants @ 230 0 0 Appliances/other 1200 Subtotal Qlnes 6 to 13) 2637 3135 Less eMernW load 0 0 Less transfer 0 0 Redistribution 11 9 14 Subtotal 2648 3144 15 Duct loads 29% 47/6 758 1488 Total room load 3406 4631 Air required (cfm) 152 208 Calculations approved byACCA to meet all requirements of Manual .J 8th Ed. -+ vcrrigI�ts�ft- 2022-Fel}16 08:31:21 r�r RiahtSudeO Universal 2021 21.0.02 RSU08101 n__ -------- QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466.6796 Emai(: QUICKCALCS@AOL.COM Date: FEB. 16, 2022 By: 1 Room name AHU 2 LIVING RM 2ND FLR 2 6p)sed Wall 1220 ft 20.0 It 3 Room height 10.0 ft 10.0 It heal/cool 4 Room dMensions 19.0 x 11.0 ft 5 Room area 1021.0 ft2 209.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuhlft2- F) (Btuh/fi2) or perimeter (R) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6.:.:.::..:.:::.::•.:...:...... d.#....:::..:4.96 .::.:..:.::.:.2f0...:....:..::........:......::..:...:... .............................:.....:........ :...230 ..:.......586 ,:::.,......:::,..::::-.::-::..:...::-:::-:::::::::::::::::::::::.--:a ..:..... :<-:.:.-.>....,...,_...:..:::.::.-:.....:::.:.:..>.:......:.::::.::-::.:........::..::...::...,... t';t::t;:::0 :;::::--::-:: . ::.{,•.-i`: >2:gaazlrlg:adl':bvP-O;;t> % .':<:::::>:1d'330 .::.:rt.; ::::: ; �;24 >sr:;: 9:56 :;::::,::::::.::40 ..:......:....... .....:..... S82 .......... ....... .. 13A-4ocs 6.143 n 0.00 0:00 0 0 0 0 0 0 0 0 2 glazir@ cir low-e 0.330 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing, cir low-e 0.330 n 0.00 0.00 0 0 0 0 0. 0 0 0 2 glazing, clr low-e 0.330 n 0.00 0.00 0 0 0 0 0 0 0 .0 2 glazinct. clr bw e .:-::::-:::-:::.,...:0 ..................... 0. .::•:::::::: ::::•:-:::::::..._0. ....;.:.. ......................_0.330 :..:...,.:.:::: ..........: ..._.............._0.00..:......._0.00 :. ...........,.,.,....,0 is E6 .:..:..-...,.::300 ::.......:,:..,... .......> :<..: 455 .:::::::::;._......0 ?::::,;::.1 :..:..:.,•:..156 .-::::::::::::::..._9 :;:::.::.:..:.:..:: =: 1t0 .i::::;r::':_ :;>35 ...: •.::.::.::..,:::: _:;s.24Be -.:::::::::..;:>.•::. .::2gfatulg,::elrrloWe:,::::: ,::.:;:;;::0:300 c.�:::::.:>..:-9:2!F :..:::::.24:�0 <;::>;:::;:::: ::...:.........AS .::.:::.._..,..,-3 .. ....:416 ,-;>::>-::r1 . 121. �i:: :_:::ra5>?rrr;ac:t39 ;::::i . 13A-400S 0.143 a 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr law-e 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr low-e 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr low-e 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr low-e 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing cir low-e 0.330 e . 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr IDw-e 0.330 a 0.00 0.00 0 0 0 0 0 0 0 0 2 olazlrc, dr low-e e............._0.00.........-0,00 ...............-..._0 ............:......0 -0 ..::::::...::-:..0 ::......-:--0 ...........:::....0..................._0 :::..::•::. :.:.._..: ..................._0.330 :........... :-.._:..>:..:.:.._.:.:..:_:: df19t....s:.:....:.;255:;ii=>a;::: .... .....................0 s45::r::::::::::369..::.-::....::284:..:-_...;..::._...,.::.:.:::_....:._.::..:-:._-..._:".':>::;:::;:::. : ..:::..:::: ::::::::.-:,::: •. _ . .. <=at:;::;<; ;<90 ;:::..:::.:::.90 t . ..2gTazmg::Cklow-e::::�::::;•:,;::<:;:0:$30<:ai: =::r;i::.9:24.:::.:>::.9:56.:::::;:>>;::25.::::,-::.,:.::25:::::>:.::::.:.23t ........ 13A-4ocs 0.143 s 0.00 0.00 0 0 0 0 0 0• 0 0 G 2 glazirg, dr low-e 0.330 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr low-e 0.330 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing, dr low-e 0.00 0 • 0 0 0 0 0 0 0 ,._..:.. ........................0.330 ::::::::::::; :::;;; ::::<-::::�:.,00st ..._s.......,......0.00 ;r: _.:........ ...w.......:.: 2s5 ..:... _:;::<:: • i.ss ::...:..._: ....... �8t1 .......253.:......._..645 :...:......:...........:.::......:....:..:....:�...........:...:...:..........:........�..._.....::...:...:.............:.......:. .--.....-.-:..495 .......:.:...:..� :.:...: _:.....fl .:::;;:�::�"s:::' ::s:tt`.:....... ....... : :::::::,.-::�:� w:::::::::;>�:>:::.:::....,...5....::.:::<_:::;:�. . i .:.:............:.:.:.:::t39::::.:: ,....:..:..::......:......::.............:...................... ...... 0 .. 0 13A-4ocs 0.143 w 0.00 0.00 0 0 0 0 0 0 L--G 2 glazing cir bw e......._ w Q ..:............::....0. ......... :4.SX1$-0nrJd1 ....._......_0:330 ... ............::0.00.........._0.00 ...............:....0 ..................._0 :;;,:>�.:ai}21 :.::..,.:.,,.:.:.._0 .: : :..-..�:.. .._.........209:..:..._..... _ ...... a 90AJn, 1 ASR - m n:no 66 11 413 0 0 0 9 ---__0 6 c) AED emursion 1 0 -uu Envelope loss/gain 6058 5909 941 931 12 a) infiltration 1922 515 315 84 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 3550 2000 Subtotal (11nes 6 to 13) 7980 9974 1257 3016 Less elQertral load 0 0 0 0 Less transfer 0 0 0 0 RedJsthbdion 0 0 ti 10 14 Subtotal 7980 9974 1288 3025 15 Duct bads 31% 37'/ 2444 3669 31% 370/6 388 1113 Total room load 10424 13643 1656 4138 Air required (of m) 627 627 100 190 Calculations anaroved byACCA to meet all requirements of Manual J 8th Ed. f v,r�Jt�htsoft- 2022-Feb-16 08:31:21 "" "` Rinht StiitpglJnivP.rsal 9n91 91 0 07 RS110R101 ^^^- ai pz c CY :00 ..- *- .: . N �.'; CO 000 00 07 CO 0000 00 O 00000� 0 coo 00 00:O�. '0 0000 0 0 33-00 So— . .... ..... Cl) 0 x :0 00 cc 0 O of • cd . . ....... . ..... ... . . . ... . . ... .. . .. ..... . .... .... ....... ... . .... 0000 0 00000. P00000C.P. 0 CD 0 P.. D 00, O .... .... Sc O=CC r 0, x ...... ..... . ... . .... :0 0 0 0 04. CP Q 0 0 0 CD 0 Q.. (d CL r. co t5 CD 8888 88 ss.. .8 : .. ... ... 49 8 8 8 814a ...... . .. ..... ... NN 18A ffi 'd d 6 d d dR�i d d 0 0 0 C�Wvl, 0 C5 C5 cs c5 iff ..... ..... ......... ...... ... c c C a) 0 0 0 (D 0) CD 0 O ID 0 0 00 00 0 9 9 4A i : 0 C5 d d d'..'o, d 6.4, 0 d 0 0 ON d d 0 0 a d d 00 '- O L 9 P LtLLgLgOC 0ASNcN q CcC:Qq cNN N E SEECC oL & C P- 0 0 Q 9 0 0 0 ON 0 0 0 . .... ... .......... .......... ........... . . ..... 0 q- ..... ... ....... . . ......... ...... .. .........O . O Cl) ...... .... O ......... 0 0 0 0 OF 0 0 0 0 0 0 0 00 Oat 'c:* OA .10 0 00 Cot 0000 C? WO 0 0 00 00 co 0 00 oon Cq C" ... . . ... it t it it it O it it it :77-- O 62 ... . ... . .. ... It.. it it. o ipto. 0 0 0 cnl 0 O:u 0 0 a 0 O:. jotp a. it O....... ..... S 8 8 8 8: 8 8 8 ot tt. .. ..... 'C; Odd do Od: Nt ... .. .. . . . ..... . .. ... .......... it. . ... ...... . ............. . ....... .... it. it dd 0 CCOO dd cdd6..9... ........ ....M............... ... .. ... .. .. ...... 4) a) 0 0 CDO ;§44-IR H 9,021-tARM H "U.-M tit ZO 00 OO:q CS 0 0 0: . ... .. .. .. .. ... ... L 1 c Z i L 91 03 4i tl�� - - wrights®ft� uuux system summary AHU 1 QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466.6799 Fax 772-466.6796 Email: QUICKCALCS@AOL.COM For: CALEB AND. IELLEY; CORNETTE 1401, LONE PINE DRIVE,' FORT PIERCE, FL 34982 Date: FEB. 16, 2022 By: Heating ` Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 1.00 in H2O 1.00 in H2O Supply / return available pressure 0.500 / 0.500 in H2O 0.500 / 0.500 in H2O Lowest friction rate 1.000 in/l00ft 1.000 in/100ft Actual air flow 1173 cfm 1173 cfm Total effective length (TEL) 205 ft ••lY'Bran, ch �hetiiq Table, Name Design (Btuh) Htg (cfm) Clg (cfm) Design, FR Diam (in) H x W .(in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 1448 64 34 1.000 5.0 Ox 0 VIFx 14.8 150.0 st6 DEN c 2175 39 98 '. 1.000 7.0 Ox0 VIFx 14.2 150.0 st6 FOYER h 2249 100 ' 100 1.000 7.0 OxO VIFx 13.9 150.0 st6 KITCHEWDINING c 2316 76 104 1.000 7.0 Ox0 VIFx 33A 150.0 st4 ' KITCHEWDINING-A c 2316 76 104 1.000 7.0 MID VIFx 21.5 150.0 st4 LAUNDRY h 3033 135 97 1.000 7.0 Ox0 VIFx 30.9 150.0 st4 LIVING h 3911 174 111 1.000 7.0 Ox0 VIFx 20.5 150.0 st6 LIVING -A h 3911 174 111 1.000 7.0 MID VIFx 29.5 150.0 st6 M BATH h 3561 159 104. 1.000 7.0 Ox 0 VIFx 33.9 170.0 s15 M WIC 1 h 2186 97 68 1.000 6.0 0x0 VIFx 35.3 170.0 st5 M WIC 2 c 757 1 34 ' 1.000 5.0 Ox0 VIFx 31.1 170.0 st5 MASTER BEDROOM c 3524 43 158 1.000 8.0 Ox0 VIFx 31.5 170.0 st5 PANTRY c 1140 34 51 1.000 6.0 Ox0 VIFx 27.8 150.0 st4 SupplyTrunk Detafl Ta'bi'e Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 300 364 1.000 666 10.0 0 x 0 VinlFlx s14 st4 Peak AVF 621 719 1.000- - 673 14.0 0 x -0 - VinlFlx st1 st6 Peak AVF 552 454 1.000 703 12.0 0 x 0 VinIFIX st1 stl I Peak AVF 1 1173 1 1173 1.000 840 16.0 0 x 0 VinIFIX r➢ghitsoftm 2022-Feb-16 08:31:31 �'� ���++•.-�«�, RightSuite® Universal 2021 21.0.02 RSU08101 Page 1 ACCK ...ocumnets%Wrightsoft HVAC\CORNETTE RESIDENCE.rup Calc = MJB Front Door fkes:" N P. .. a .e . a. � �s r .... •.. ,` fit.. .. ., - Name Grille Size (in) Htg (cfm) Cig (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Mat! Trunk rb2 Ox 0 . - 1173 1173 . 0 0. 0 0 , -Ox 0 VIFx vrightsaft- 2022-Feb-16 GB:31:31 • _ RightSuite® Universal 2021 21.0.02 RSU08101 Page 2 ...ocumnets\Wdghtsoft HVAC\CORNETIE RESIDENCE rup Calc = MJB Front Doorfaces: N -�- wrigh ®ft� UUGL ay5fem summary AHU 2 4?1111-CK C1ALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466.6799 Fax 772-466-6796 Email: QUICKCALCSQAOL.COM ?�yqjoCt. Ir mormappi-il For: CALEB AND KELLEY CORNETTE 1401 L_OI IE PIME DRIVE, FORT PIERCE, FL. 34982 External static pressure Pressure losses AvAlahle static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effectiv lcnTth (TEL) Heating 1.00 in H2O 0 in H2O 1.00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 627 cfm Date: TEB. 16, 2022 By: . Cooling 1.00 in H2O 0 in H2O 1-00 in H2O 0.500 / 0.500 in H2O 1.000 in/100ft 627 cfm 139 ft Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 3 h 563 34 28 1.000 5.0 Ox 0 VIFx 13.6 115.0 st2 BATH 4 h 679 41 32 1.000 5.0 Ox 0 VIFx 16.7 115.0 st2 BEDROOM 2 h 2693 162 95 1.000 7.0 Ox0 VIFx 17.0 115.0 st2 BEDROOM 3 h 2188 132 97 1.000 7.0 Ox0 VIFx 24.2 115.0 st2 BEDROOM 4 c 2028 73 93 1.000 7.0 Ox0 VIFx 20.3 115.0 st2 LIVING RM 2ND FLR c 2069 50 95 1.000 7.0 Ox0 VIFx 19.4 115.0 s13 LIVING RM 2ND FLR-A C 2069 50 95 1.000 7.0 Ox0 VIFx 9.4 115.0 St3 STAIRS UP c 1989 86 91 1.000 7.0 Ox0 VIFx 13.0 115.0- st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 185 282 1.000 637 9.0 0 x 0 ViniFix st2 Peak AVF 442 345 1.000 810 10.0 0 x 0 VinlFlx Name Grille Size (in) Htg (cfm) Cig (cfm) TEL (ft) Des!—,. FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 627 627 0 0 0 0 Ox 0 VIFx 2022-Feb-16 08:31:31 V►±rrigEl<tsoftm RightSuite® Universal 2021 21.0.02 RSU08101 Page 3 )4CICk ...ocumnets\Wrightso8 HVAC\CORNETTE RESIDENCE rup Calc = MJ8 Front Doorfaces: N This document was created with Win2PDF available at http,//www.win2pdf.com. The unregistered version of Win2PDF is for evaluation or non-commercial use only. This page will not be added after purchasing Win2PDF. L ' f 1'I POSNER! !�6plE'=C' lla j fmt ur-t rail I' nC2inL=L=fl< CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report RcRivEv "Ultra HT blind Water Sea, T"��' FEB 16 2022 Roof Underlayment St. g ►_ucie.Cnh� P8R Manufacturer: MFM Building Products Corp. 525 Orange Street . ; I I., Coshocton, Ohio 43812 (740) -622-2645 for.. Florida: Product Approval FL 11$42.3 l i Florida Building Code 7th Edition (2020) Method: 1- D Category: Roofing Sub - Category: Underlayment Product: "Ultra HT Wind & Water Sea ITI Description: Self -Adhered Underlayment Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer# 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No: 20-229-UHT-ER (Revises 17-131-UHT-ER, FL11842.5 R4) Date: 08 / 28 / 20 Contents: Evaluation Report Pages 1— 5 This item has been electronically signed and sealed by James L Buckner, P.E., on this date using a Digital Signature. Printed copies of this document.are not considered signed and sealed, and the signature must be verified on any i.' electronic copies. ```�ttklllli�i//' % tA. . * ' No 31242 ,�= iOi(� ••_ STATE OF '4,10NALe\' F.. 2020.09.1713:23:17-04'00' MUCK, Inc. dba CBUCK Engineering Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net scialty Structural Engineering Manufacturer: Product Name: Product Category: Product Sub -Category Compliance Method: MFM Building Products Corp. 525 Orange Street Coshocton, Ohio. 43812 . (740) 622-2645 www.mfmbp.com "Ultra HT Wind & Water Seal' Roofing Report No.: 20-229-UHT-ER r Page 2 of 5 CBUCK, Inc. Certificate of Authorization #8064 Underlayment ' State Product Approval Rule_ 61G20-3.005 (1) (d) Product Description: "Ultra HT Wind & Water Seal' is self -adhering membrane composed of a white, non -slip cross -laminated polyirheitfilm, laminated to a rubberized asphalt adhesive with a split release liner designed for use as a roof underlayment in high temperature conditions. Product Material / Material Type: Styrene Butadiene Styrene (SBS) Standards: Material shall comply with ASTM' D 1970 per Florida Building Code FBC 7th Edition (2020), Chapter 115. Product Dimension(s) Roll Size: 36 in. x 67 ft. rolls Thickness: 45 mils (nominal) Substrate(s): "Ultra HT Wind & Water Seal' has been evaluated for application to the following substrates (Design of support is outside the scope of this evaluation): • Plywood • Dens Deck Installation: General Installation Instructions: "'Ultra HT Wind & Water Seal"' shall be installed in accordance with the attached installation method and in compliance with applicable code sections of the FBC 7th Edition (2020), subject to the Limitations and Conditions.of Use listed in this Evaluation Report. Refer to installation details at the end of this report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. caucv.< &nc Report No.: 20-229'UHT-ER ,vneerogn Page 3 of 5 Speclalhj Structural r=nglinsering OUCI, Inc. Certificate of Authorization ##8064 Performance Standards: The product described herein has demonstrated compliance with: • ASTM D ,1970-15a — Specification Self -adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roof Underlayment for Ice Dam Protection Standards Equivalency: The ASTM D 1970-01 standard version used to test the product meets the prescribed standards in ASTM D 1970-15a standard version adopted by the Florida Building'Code 6+th Edition (2620) for use as evaluated in this report. Code Compliance: The products) described herein have demonstrated compliance with the performance standards listed'above as referenced in the current Florida Building Code. Evaluation Report Scope: This product has been evaluated in compliance with the building envelope requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Product Limitations and • Deck shall be in compliance with applicable building code. Conditions of Use: • Minimum slope shall be 2:12 or greater. • Evaluated for use with approved roof coverings that are mechanically fastened through the underlayment and is attached to the sheathing or rafters. Installation shall comply with FBC Section 1507.1.1. • Not to be applied over active solvents or sealants, EPDM rubber or products containing silicone. • Do not expose product to direct sunlight for more than 60 days. General Limitations and • Scone of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner. P.E. and CBUCK Engineering is [ i I Report No.: 20-229-UHT-ER Page 4 of 5 sclal j , Structural l`figll Bering CsuCK, Inc. Certificate of Authorization #8064 not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design.' • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section: (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with, the. Florida : Building Code and Rule 61620-3.0005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). Referenced Data: 1. ASTM D 1970-01 Test By PRI Construction Materials Technologies, Inc. (FBC�Organization ID# TST 1556). Report No. MFM-039-02-01, Date: 8/15/13 2. Equivalency of Test Standard Certification By James L. Buckner, P.E., @ CBUCK Engineering (FBC Organization # ANE 1916) 3. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) MFM Building Products Corp. Licensee #335 4.-, Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) Report No.: 20-229-UHT-ER CBUA EnQnslerlingPage 5 of 5 Spe=clai "y Strur-tvral r=nglnL=L=rinq CBUCK, Inc. Certificate of Authorization #8064 MFM Building Products Corp. Ultra HT Wind & Water Seal Self -Adhered Roofing Underlayment General Installation Instructions: • Product to be applied directly to a clean dry surface. • Prime any weathered surfaces. Dens Deck must be primed with asphalt base primer. • Starting at the low point of the deck, peel back 12"of the release liner, align the membrane and press into place onto roof deck. • Adhesive is pressure -activated, so press firmly into place using uniform pressure with a 2-3" heavy steel or rubber roller to seams and overlap. • Overlap end laps a minimum of 6". Side laps must be a minimum of 3". • Store product in the carton in a dry place until ready to use. Keep product out of direct sunlight. • Apply membrane only in fair weather when the air, surface and membrane are at a minimum temperature of: 50° F • Not to be applied over active solvents or sealants, EPDM rubber or products containing silicone. • Do not expose product to direct sunlight for more than 60 days. "Ultra HT Wind & Water SealTM"' shall be installed in accordance with the attached installation method and in compliance with applicable code sections of the FBC 7th Edition (2020), subject to the Limitations and Conditions of Use listed in this Evaluation Report. Refer to installation details at the end of this report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Product Illustrations "w"M W R HT MnI & WATEK aSA 1 ti x� RECEIVED EXTREMEMETAL FABRICATORS - __ _ FEB 16 2022 SKZLL d ri u, 5A fir at, Lucie Cou" Permitft 26ga (min) SNAPMAX over 5/32" (min) plywood Extreme Metal Fabricators 2160 SW Poma Dr I Palm City FL 34990 Product Description Nailstrip, snaplock style panel with a 16" maximum panel width and a nominal rib height of 1" Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 where required Fastener #10 x 1-inch pancake style fastener Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 1317 Edgewater Dr Ste 2339 1 Orlando FL FL PE 81377 1 FL CA 33344 www.TimberLakeCove.com •aoJOJ UI sapoo IDoo1 aposJadns o4. panilsuoo aq 4-oU I!Dys a.JodaJ SIy4- `U014-01pslJnf 6UTAD14 Aa.!Joy4.no pUD apoo 6u!pllnq !Dool ayj, oa. 4.oafgns aq l!Dys uo!.!.D!!D..su= •4.onpoict sly};o aouowao3Jad 6u!pJD6aJ A..UDJJDM pa!!diu! Jo SSUJdxa ou sa�"IDw puD `£-0Z9T9 a!nLi y+!M aouD!!dwoo 6u!4.u9wnoop o.!. A!alos pal.!Lull s! 4.JodaJ s!yl -4.JodaJ uo!lonlDna s!y� uo pasDq sJay4.o Aq apouj su6!sap Jo'suo!+Da.aJdJa4Lul 'suolsn!ouoo AuD Jo3 alq!suodsoi aq llDys JaJn+oD;nuDw 9y4. Jou anoO 9�,{D!Jagw!1 Jay-�!aN '£-OZE)T9 alna Aq paJ!nbaJ so 'Z•£'bOST a9d do sluoLuaJ!nbaJ pool pupv IDJn.�onJ{.s ya.!M aouD!ldwoo oa. pa4.lw!j si a.JodaJ sly.. -uo!4.on!Dn0 sly.{...o adoos aya. apls4.no s! 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Aq pagnbaa suol.I.lpuoo aq-� s4-aaw 400J 6UI4.SIxa ay.I, pap!'noJd `TTST 093 ao apoo bulpllnq IDool Aq pa.I.a.lwJad sD s9l6Ulys Gul.4slxa jo i9ADI 916Uls D.-Jan0 p01lD4.su! aq ADw IauDd slyl=SUl_400a-atj •paJlnbaa aaayM Z-t-LOST 083 Jo apoo bulpllnq IDDoI g4lM Aldwo0 :adoIS paJlnba-t aJayM T'T'LOST 093 Jo apoo 6u!pl!nq IDoo! ya.lM Ajdwoz) :4uaLuAll31 lapun sti. '^r m , er p-L e -e z„oY,s ;a_- 'G',. '•�' r ..4 w'+ys "�`'s :uw <,�- '�,"` t7'-�' 3 £"a,�''F v '. c s z fi .. ..:...` `"'"--!. ai..., � v' '�`*..:::, ;„�ss�.:� a;"� •*,�'"i:u�,-.Y�'`" - `'• ''�'� SRC'?& r'"> s {`s"'.^•+ �4` 'z '� ,« 'mac` ��r.`_T' 3 f-,^,,.�7; T .S Instructions: Select the appropriate load table that applies to the structure in question. Determine the design wind speed for the project location. Use the attachment method indicated for that windsoeed within each roof zone. NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. METHOD A METHOD B a-� �2 - 2 3 2 1 1 2 ;2 2 2 3 3 2 2 1 2 a r } %2 ✓' 21 t 1 2 El 2 13 � —.—V raal C ann[ ---7a � T s 10%OF LEAST NOVANTAL DWENSRIN OR 0.01. VAAGteer.R $S WMLLEM BUT NOT LMTNAN E"ER<t OF LEAST NORi0N7AL OVAEUMMORS'TIn wn OR AS OETER MED OT DESIGN OR 0TfffA APPL AM-F COO@ ROOF ZONES FOR GENERIC BUILDING NR: NOT RATED � FENIAI.ELEG SNAPS FEMALE LEG SNAPS CONSULT DESIGN ONTO MALE LEG ONTO MALE LEG PROFESSIONAL AS BASSEOF ALEILEG° NECESSARY N10 FASTENER ---___ #10 FAS'TENM AT 6" O.C. AT S.O.C. Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B, C, or D exposure area Have either a flat roof, or gable/hip roof with max slope of 12:12 Have either a flat roof, or gablelhip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL38754.03: 26 a SnapMax on 15/32" ood FL38754.03 _26 a Sna Max on 15/32" I ood Mind 105 110 120 130 140 150 160 170 180 190 200 Mind 105 110 120 130 140 150 160 170 180 190 200 Zone1..... Zone .:A..:.............A..: - - .:....:.. .. Zone 2. ..:.:. ,. :... one 2: Zone 3: Zone A ' . Use this load table for structures which meet the following criteria: Are located in Exposure B area Have either a flat roof less than 70, hip roof with max slope of 12:12, or gable roof with slope between 4.4.12 & 12:12 Have a mean Roof Height of 30 feet or less FL38754.03: 26aa SnavMax on 15132" plvwgcd Wind 105 110 120 130 140 150 160 170 180 190 2®00 Zone 1: ;A;_�:i4°`.;�A.. .A.....Zone 2: nmanlia ;:. "p' .;.Zone 3: ........................A..,_.,. _... - Use this load table for structures which meet the following criteria: Are located in B, C, or D exposure area Have either a flat roof less than 70, hip roof with max slope of 12:12, or gable roof with slope between 4.4:12 & 12:12 Have a mean Roof Height of 30 feet or less FL38754.03: 26e1a SnapMax on 16/32" Ohrwood Wind 105 110 120 130 140 150 160 170 180 190 200 ^at i - Zone 1: �:.::.......A...:::........:...:R.:. ..A . Zone 2: ,......... A ........... A .,.... Zone 3: s 5r= . MIAMI-DADE 1vIIANH DADE 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.miamidade.gov/building PGT Industries, Inc. RECENED 1070 Technology Drive North.Venice, FL 34275 FEB 16- 2022 SCOPE: St Lucle County . This NOA is being issued under the applicable rahw t1d regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County REP, - 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 "SH-5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. ,MD-SH5,400-01 titled .','Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision C. dated•03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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: None 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.17-0630.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. C141X41F0MA0C NOA No. 20-0401.04 E0V Expiration Date: Jul 30 2025 =r xp Y Approval Date: July 23, 2020 T.7/16/20 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings'gi sections. (Submitted under NOA No. 15-0519 06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NP', sheets 1 through 12 of 12, dated 05/15/15,,with revision B dated 06/06/17, prepared by: manufacturer, signed and sealedby Anthony LynnMiller, P.E. (Submitted under NOA No. 17-0630.06) 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 a PVC sliding glass door, a PVC fixed window and an aluminum* sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system; Super Spacer® IVXTTM spacer system and XL Edg6m spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.04) 2: Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform StaticAir 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 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung,window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11115/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519. 06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5n' Edition (2014), dated 05/15/15 ,and 08/29/17, prepared by manufacturer; signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 Manuel Perez, P.E. Product Control Ea r W NOA No. 20 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNTDwED) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and'Doors" dated 08/10/17, expiring on 02/28/18: 2. Notice of Acceptance No. 16-0712:04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windovvs'and Door's" dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-'0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance'Core Rigid -PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring�on 04/16/20: F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014) and FBC 6th Edition (2017.). dated June 22; 201.1, issued -by manufacturer, signed and sealed by Anthony"Lynn Miller, P.E.' (Submitted under NOA No.'17--0630. 06 2. Statement letter of no'financial'iriterest; dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller; P.E. (Submitted under NOA No.17-0630.06 3. Proposal No. 16-0125 issued by the Product Control Section; dated March 09, 2016, signed by Ishaq Chanda,' P.E. (Submitted under NOA'No. l6 0714. 04)' 4. Proposal issued by Product Control, dated 6/26/14 and`revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section: (Submitted under NOA No. I5-0519.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window - N.T. approved on 08/18/16 and expiring on 07/30/20. Manuel Perez, P.E. Product Control Ex r NOA No. 2 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED 2. NEW EVIDENCE SUBMITTED, A. DRAWINGS 1. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony. Lynn Miller, 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 ASTM F588 and TAS 202-94 along with marked -up drawings, and installation diagram. of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897,?GT PW5520 PVC Fixed -Window (unit 6 .in proposal), dated 09/03/14 FTL-20-2107.10 PGT SGD780 Aluminum. Sliding -Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A•Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit-10 in proposal) dated 07/13/20, all signed and,sealed by Idalmis Ortega, RE C. CALCULATIONS. , • . r 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15, 08/29/17 and updated on. 03/10/20 to the FBC 71h Edition (2020), prepared by, manufacturer, -signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Manuel Perez, P.E. Product Control E;30.,n f NOA No. 20 Expiration Date: July Approval Date: July 23, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (comwnD) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 2. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19,, expiring on 04/16/20. 3. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on-01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61 Edition (2017) and the FBC 7m Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.06, issued to PGT- Industries, Inc. for their Series "SH-5400" PVC Single Hung Window - N.I. approved on 11/30/17 and expiring on 07/3 0/20. Manuel Perez, P.E. Product Control Ex r NOA No. 204 01.0 Expiration Date: July 30, 5 Approval Date: July 23, 2020 E-4 '- A, SEE 1 124 MAX. -�--12" MAX. SHEET 3+�� FIXED VISIBLE LIGHT WIDTH B, SEE 12" MAX. SHEET 3 FIXED _ + EQUALLY VISIBLE �— A, SEE 17-7/8" MAX. O.C. SPACED / LIGHT 17-7/8" MAX. O.C. SHEET 3 ■■ ANCHORS PER HEIGHT EQUALLY TABLES 6 & 7 - 91.78" SPACED MAX. ANCHORS PER 84" O / BUCK TABLES 6 & 7 -�-- MAX. _T— HEIGHT 10" MAX. O.C. BUCK ^ 10" MAX. O.C. HEIGHT X 13-3/•4" MAX. O.C. EQUALLY SASH 13-3/4" MAX. O.C. EQUALLY SPACED VISIBLE r SPACED ANCHORS PER I / LIGHT ANCHORS PER TABLES 6 & 7 HEIGHT TABLES 6 & 7 A�, A .� � 11V MAX ti 6-1/2" MAX. B --' J SASH VISIBLE SEE SILL WEEP- SEESILL WEEP - NOTCH DETAILS, LIGHT WIDTH NOTCH DETAILS, SHEET 3 _ SHEET 3 G FRAME ELEVATION FOR TYP. FLANGE FRAME GURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FRAME SEAM DE SEE. SHEET 4 I� 30" MAX. O.C. -_4_121- MAY C. SEE SHEET 4 12" MAX. 17-7/8" MAX, O.C. 62" MAX. 10" MAXC. BUCK HEIGHT 13-3/4" MAX. O.C. _ 1.I A 6-1/2" MAX. SEE SHEETS 8&9 —'J - - - - - J SEE SILL WEEP- 52-1/8" MAX. BUCK WIDTH NOTCH DETAILS, SHEET 3 ELEVATION FOR TYP. FLANGE FRAME, ELEVATION FC SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WIT FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHOF 75" HEIGHT SEE TABLES 4- 7 - (SIMILAR ANCHOR PACT RESISTANT SINGLE HUNG WINDOW rO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). BORNE DEBRIS REGIONS. )UNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, �RETE WITH MIN., KSI PER ANCHOR TYPE. 0 BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS K AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN IE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). L BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. INST. ANCHORS C STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. )R LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. RAL TESTING AND GLASS PER ASTM El300. ST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM El300. RESS, DESIGN, ASD. DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS 'T. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT T THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ID THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1LTRACON NOA; DEWALT ULTRACON+; ELCO/DEWALT CRETEFLEX NOA; ELCO/DEWALT AGGRE-GATOR NON; rE &. BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; 1 / )NSTRUCTION ANSI/AF&PA NDS & ALUMINUM DESIGN MANUAL / /// '.VIEWED BY BUILDING OFFICIAL. ��� QNY �YNN NG'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. UP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. NDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN - OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW \,ICENSF ,lam No. 58705 �i . � �l 7 GI � .ti •. !.Y GENERALNOTES.............. .............................. ELEVATIONS................................................... FRAME, GLASS & ANCHOR OPTIONS .......... INSTALLATION, FLANGE & EQUAL LEG/BQ INSTALLATION, INTEGRAL FIN & J-CHANNI GLAZING DETAILS .......................................... DESIGN PRESSURES .................................... ANCHOR QUANTITIES ................................... EXTRUSION PROFILES ................................. ASSEMBLY & PARTS LIST: ........................... CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH • 2017 FLORIDA BUILDING CODE (F13C), 6TH * ASTM E1300-09 ANSI/AF&PA NDS-2018 FOR WOOD CONST • ALUMINUM DESIGN MANUAL, ADM-2015 • AISI S100-16 • AISC 360-16 rk4rmlill 1070 TECHNOLOGY DRIVE s1 \/CLIIf%= Cl 9A77% C) UPDATED TO FBC 202 REVISED ANCHOR TYPE AK - 3/10/20 Dos"fpffon:. GENERAL NOTES & ELE\� -Air Space + wt5" i r-menor tap •t, ;j IV, '8" Air Space + 3/16" A Exterior Cap 4,5 6.7 8" Air Space + 3/16" T Exterior -Cap 4,5 1 6,7 :FRAME Substrate Min. Edge Distance Min. Embedment' them Pine (SG=0.55) 7/16" 1-3/8" Steel, A36* 3/8" 0.0501, Stud, A653 Gr. 33* 3/811 0.0451" (18 Ga.) minum, 6063-T5* 3/.8." 0.050" them Pine.(SG=0.55) 7116" 1-3/8" Crete (min. 3 ksi) 1" 1=3/8" d CMU, (ASTM C-90) 2-1/2" 1-1/4" d CMU, (ASTM C-90) 1" '1-1/4" (them Pine (SG=0.55) 9/16, 1-3/8" Steel, A36* 3/8" 0.0501, Stud, A653 Gr. 33* 3/8" 0.0451" (18 Ga.) minum, 6063-T5* 3/8" 0.063" dhem Pine (SG=0.55) 1" ithem Pine (SG=0.55) 1" 1-3/8' Ahem Pine (8G=0.55) 1" rete (mini. 2.85 ksi) 1" 1-3/_4" .d CMU, (ASTM C-90) 2-1/2"- 1-1/4" icrete (min. 3 ksi) 1-3/16" •1-3/4" ad CMU,.-(ASTM C-90) 1" 1-1/4" rete (min. 3.35 ksi) 1" 1-3/4" rete (min. 2.85 ksi) 2-1/2" 1-3/411 Icrete (min. 3 ksi) 2-1/Z' 1-3/4" W CMU, (ASTM C-90) 2-1/2" 1-1/4" rete (min..3.35 ksi) 2-1/211 1-3/411 ad CMU, (ASTM C-90), _2-1/2" : , 1-1/4" ,ete min. 3.275 ksi 1-1/2" 1-318" J CMU, (ASTM C-90) 2" 2" .1= IAPr=!`Oer crnr . Substrate Min..Edge Distance Min. 'Embedment* Southem Pine (SG=.55) .. 3/8" 2-7/16" Southern Pine (SG=.55) 3/8" 2-7/16" Southern Pine (SG=.55) 1/2" 1-31811 Aluminum, 6063-T5* 318" 0.050" Steel Stud, Gr. 33* 3/8" 0.0451" (18 Ga.) Steel, A36* 3/811 0.050" Southern Pine ($G=:55) 9/19, 1-3/8" Material Min. Fy Min. F" Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksl 410 Screw 90 ksl 110 ksi Elco/DeWalt Aggre-Gator&- 57 ksi 90 ksi Elco UftraCon® :_ . 155 ksi _ 177 ksl 3/16" DeWalt UltraCo" •117 ksl 164 ksi 1/4"•DeWalt UltraCon+0 148 ksi 164 ksi 410 SS Elco/Dewalt CfeteFlex® 127.4 ksi •189.7 ksi 6063-75 Aluminum 16 ksi 22 ksi . A36 Steel 36 ksi 1 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi Flan a 9 (#2) 1 - 4 Equal-Lite, Oriel/Proview & Cottage square/Kect., Arch -Top & Radius -Top Through the frame of the windo w.,.... ....into Conci ,,,,through V ....into Metal Box / Equal -;Leg (#4) 1-4 Equal-Lite, Oriel/Proview & Cottage Square/Rect., Arch -Top & Radius Top Through the frame of the Window...... ....Into 2X W ....Into Cone ....through al ....Into Metal J-Channel (#1) 1-4 Equal-Lite, Oriel/Proview & Cottage SquarelRect., Arch -Top & Radius Top Through the Integral fin...... ....into 2X W ;,,,Into Metal Through the frame of the window...... ,,..Into 2X W ....into Metal Integral Fin (#3) 1 -4 Equal.Ute, Cdel/Provlew & Cottage Square/Rect., Arch -Top& Radius Top Through the Integral fin...... ....Into 2X W ,,,into Meta' Through the frame of the window...... ....Into 2X W ..Into Meta crnr IPP A- GRAIMP i nMP1(%1IRATIDNS EQUAL-LITE ORIEL COTTAGE CIn11CC /;. COARAC QLJADCQ —� BUCK,WIDTH BUCK WIDTH— BUCK WIDTH-- U V 2 Lu U m' WCD Tj JS RADIUS -TOP ARCH -TOP RECTANGULAR WINDOW SHAPES AS A80VE OR SIMILAKAM Ael-Kuvtu. annr=a mnT BE USED. BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN -PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-9. . , 1. , . . LYN 1 � No; 58705 LY— FIGURE B: FRAME TYPES FI J-C 4 BOX OR EQUAL - LEG 3 �Ga Olr 1 HANNEL INTEGRAL FIN 0 1070 TECHNOLOGY DRIVE C)' REVISED ANCHOR TY TABLE. AK 3/10/20 Descdptlon: GLASS/ANCHORS/FRAME EMBEDMENT —•-I �+— IW' MAX SHIM EDGE �• '�, •" ' DISTANCE ' -1 /4" MAX 1 TYP. ANCHOR TYPE, ' SHIM EMBEDMENT AND TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER a �'. ' • ' ' DISTANCE PER SUBSTRATE, SUBSTRATE, SEE; TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. i TOP FOR ALL WINDOWS: I ANCHOR @.3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDEN ADD ADDITIONAL SCREWS @16-3/8" FROM END. FOR WINDOWS WITH BOTTOM- LOCKS: - , ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6-5/8" FROM SASH END. FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER -TABLE 2, SHEET 2: ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED:TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING, VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH - 4-3/8" 1g 1/4" MAX SHIM SASH VISIBLE (�_ LIGHT WIDTH I BALANCE YPE VARIES WITH SASH WEIGHT EXTERIOR 87 Al FIXED VISIBLE4 OLIGHT WIDTH — EQ 2 LEG BUCK WIDTH FRi HORIZONTAL SECTION A -A SHI DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEE 1 /4" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL kx i LYNN • ���� � �10ENs� � No. 58705 • y3j,D �� #10 OR #12 STEEL . SELF -DRILLING - SMS (G5), SEE TABLE 2, SHEET 2. EXTERIOR V . , imm J, MT 1070 TECHNOLOGY DRIVE a UFNIrx 91 ad97r 1 /4" MAX. SHIM EQUAL LEG/BOX FRAME SHOWN INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL C) NO CHANGES THIS SF AK - 3/10/20 Description: FLANGE & EQUAL-LEG/B( EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) TIM" MAX SHIM I- TYP. ANCHOR TYPE, EDGE _ EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL SCREWS @16-3/8" FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8" FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEETS). TESTED UNIT LOCATION: 6-5/8" FROM SASH END. NO ANCHORS REQUIRED IN. FRAME SILLS IF ANCHORING THROUGH FRAME. ANCE BALANCE YPE VARIES WITH SASH WEIGHT FIXED VISIBLE J-CHANNEL LIGHT WIDTH FRAME 1 NOTES: SHOWN SASH VISIBLE LIGHT WIDTH EXTERIOR 17- BUCK WIDTH 1 C\ 114 IVIAA OnlIVI In 1) USE ONLY HORIZONTAL SECTION C-C SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT 1/4 MAX' FBC COMPLIANT ALUMINUM/STEEL FRAMING OR AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPER r BE USED ON. ANY SIDE OF THE - ALSO FOR DADE-APPROVE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, - #10 OR STEEL SELF -DRILLING MAX. M SHIM SMS (G5), SEE SHEET-2. ALL WOOD BUCKS LESS TABLES 2 & 3, C�l� THAN 1-1/2" THICK ARE TO BE SHEET 2. CONSIDERED 1X INSTALLATIONS. D 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED ` --' Q FIN AND/OR a TO PROPERLY TRANSFER LOADS FLANGE REMOVED TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, INTEGRAL IN IN -FIELD OR ARCHITECT OF RECORD. FRAME SHOWN 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 7 ID OPTION 8 OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME IN' BEADING TO BEADING. INTEGRAL FIN INTO METAL 111 I,i. METAL (INTEGRAL FIN/;FLANGE REM( VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6-1/2" @ FIXED LITE: BUCK WIDTH - 4-3/8" LYNIV ter.• ' • :cam No. 58705 1070 TECHNOLOGY DRIVE N VFNU:F FI M97ri C) REVISED DADE MULL NOTE. AK - 3/10/20 DwcrlpSop; J-CHANNEL & INTEGRAL 1 3/4" NUM. 1/8" T GLASS 1/2" AIR SPACE- 1/8" T GLASS - aEXTERIOR kSS TYPE 1 " NOM.G LASS fE TYP. 3. GLAZING DETAIL 3/4" NOM.' . GLASS TYPE 2 3/16" A GLASS - -3/8" AIR SPACE- 3/16" A GLASS - aEXTERIOR 3/4". 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1.483" WE I 2.444" .625" F .625" T- T 1.375" 00" �- �H RAIL 1.483" 2 FLANGE FRAME HEAD/JAMB 3.48T' -� .062" O 2.444" 0 OFLANGE 6 FRAME SILL 1.376" 3 FIN FRAME HEADMAMB 3.483" -ii-+- .062" O 2.444" �000 1.375' O FIN FRAME SILL a1.483" OEQUAL LEG FRAME HEAD/JAMB 3.48T' -� -►� �-- .062" O 2.444" a OEQUAL LEG FRAME SILL 1.215" 2.1001, -�{ �t 2.176" 1.472" 1.376°i� I 11 7c.974" „ .590 .471. .590" 035" 7.355" 070„ 050" - .060" � T � � .070„ BALA SASH STOP/ LIFT RAIL LIFT -RAIL BEVELED 17 COVER 7 E 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK .300" .754" 750" 0ED _ 81 ROLLED \ 6�1 LYNIV '% No.58705 till 0 1070 TECHNOLOGY DRIVE N. VENICE. FL 342T5 .070" L 23 ICRE STANDARD 26 MEETING RAII REINFORCEM �+- 1.565" .050" BEVELED 22 INTERLOCK COVE C) NO CHANGES THIS SI• AK - 3/10/20 Description: WINDOW EXTRUSIONS J & Jambs - Fin PVC J & Jambs - Equal Leg/Box PVC cannel PVC ge PVC PVC al Leg/Box PVC PVC Bottom) PVC PVC PVC 6005 T5 Al PVC 6005 T5 Al PVC it 6063 T6 Al reinforcement 6005 T5 AI ,ement 6005 T5 Al i'0" Fin Pile 30" Foam Bulb Flex PVC 29' PolyPile ' Finseal erlock Mounting Screw) eeting Rail Screw) 410 SS port Plate 6063 T6 Al PVC Con. Force Balance Screw) SS Nylon (Spiral Balance Screw) 410 SS 47 720195&6 Auto Lock Cover Assembly Cast Zinc. 48 76X1180P1X #6 x 1-1/8" Ph. FH SDS (Auto and Sweep Lock Screw) - SS- , 7 49 720200 Auto and Sweep Lock Keeper Cast Zinc 50 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 51 420181 UR Beveled Tilt Latch Comer Key PVC 621 420182 UR Pull Rail Tilt Latch Comer Key PVC. 53 7634PHFL #6 x 34' Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" ,Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch FingerPull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar' SS 63- 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly -'Cast Zinc 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 73 720136 I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 or Dow 983 Silicone 75 71646N Setting Block (7/8" x V X 1/8"), 85 +/- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC 83 47042 Screen -Comer Key with Pull Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816C48 Screen Cloth Fiberglass 87161635/61614 .140" Screen Spline (Machine/Hand Rolled) Vinyl EXT. GLASS INT. GLASS 7e KODISPACE 0 4Sr, TPS BUTYL & DESICCANT — FOAM EXT. GLASS—\/ i Material System Hot Melt Butyl See this \` Sheet for ��� ANY LYNX MaterialsL�GENs��l� 3 & 8970 No. 58705 Ina _ y"s 13 � 3 Cr 1070 TECHNOLOGY DRIVE n •. �T :.� - N- VENICE. FL-34275 _ALUMINUM REINFORCEMENT 5/16" NOM. ROL STAINLE EX INT. GLASS DURASEA0 7S SPACER C) ADDED BACKBEDDIN( AK - 3/10/20 Dwalpttonr BILL OF MATERIAL (BOM) P'q, 4,A LY S EXTERIOR. OPT. PULL RAIL INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FORCE SPIRAL BALANCE OPT. BEVELED INTERLOCK & COVER OPT. PULL HANDLE . WITH LATCH SASH ASSEMBLY DETAILS -�.-~ rrgCHEs r0 BALANCE ONY LYN/v No.58705 OPT. PULL HANDLE, EXTERIOR maviumn: C) NO AK-3 Dwcrlptlon: WO TECHNOLOGY DRIVE EXP L N. VENICE, FL 34275 c A4 MITERED FRAM INTERIOR AND FRAME WELDS CHANGES THIS SE /10/20 O DED ASSEMBLY 1 ri>t MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami Florida 33175 2474 BOARD AND CODE ADM NISTRATIONDMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwmmiamidadasov/economv DAB Door Company, Inc. RECEIVED 12195 NW 98" Avenue Hialeah Gardens, FL 33018 FEB 1 2022 SCOPE: St. Lucie County This NOA is being issued under the applicable ruleREamiititWulations 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 otherareaswhere allowed by the Authority HavingJurisdiction (AHJ). This NOA shall notbe valid afterthe expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas otherthan 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 manufacturerwill incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend theuse 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: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16ft 2in Wide with Window Lite Option (DP +36.0, -44.0 PSF) APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision M dated 07/20/2020, sheets 1 through 5 of 5, prepared by Al -Faro oq Corporation, signed and sealed by Jalal Farooq, 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: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami Dade County Product Control Approved' is to be located on the door's sidetrack, bottom angle, or inner surface of a panel. 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 affectingthe 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/ormanufacture 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 removalof NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date maybe 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 9 20-0107.06 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. i� NOA-No. 20-0901.25 ii NE11RI ' t Expiration Date: July 21, 2025 Approval Date: December 03, 2020 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDERPREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 17-101 9 12" 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted underNOA #11-0414.12" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI 07-4200, dated 05/02/2007, signed and se al ed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering& Testing Inc., ReportNo. HETI-11-3204,dated 01/20/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test perASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows' . prepared by Hurricane Engineering & Testing Inc., Rep ort No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz=Sella, P.E. 5. Test Report on Uniform Static Air Pressure Test, of"Sectional Residential Door" preparers by Hurricane Engineering & Testing Inc., ReportNo. HETI 03-1329, dated 07/15/2003, signed and sealed by Rafael E. Droz-Sella, P.E. 6. Test Report on Tensile Test perASTM E-8 of "Sectional Residential Door (skin)", prep are by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA #03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel p anels, prepared by Celotex Corporation, Test ReportNo. 258592, dated 08/17/1998, signed by W. A Jackson, P.E. C. CALCULATIONS "SubmittedunderNOA #14-0814.10" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. 1-061, Carlos AL Utrera, P.E. Product Control Examiner NOA No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED C. CALCULATIONS (cont.) "Submitted under NOA # 11-0414.1211 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F. B. C 2007, dated 04/07/2011, signed and sealed by Javad Ahmad,' P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F. B. C 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 09-012& 02" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo.13-0717.01, issuedto SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. , 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC,,for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2614 and expiring on 11/29/2017. 3. Notice of AcceptanceNo.11-0926.07, issuedto Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of AcceptanceNo.11-0926.06, issuedto Dyplast Products, LLC, for their Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of AcceptanceNo.10-1129.04; issued to CellofoamNorth Americalnc, for their Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016. "Submitted under NOA # 05-022& 02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Te st p er ASTM G155 of "PVC Extrusion Material", -prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002,'dated 09/27/2'004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering& Testinglnc., ReportNo. HETI04-T251,dated 11/29/2004 signed and sealed by I. Ghia, P.E. , 8. Test Report on Self Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04- 761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS "Submitted underNOA #14-0814.10" ' 1. Statement letter of code conformance to the 51' edition (2014) FBC and no finan cial interest issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. #&S�l Carlos K-Utrera, P.E. Product Control Examiner NOA No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-2 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. EVIDENCE SUBMITTED IN PREVIOUS NOA # 20-0107.06 A. DRAWINGS "Submitted under NOA #17-1018.12" 1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, with revision L dated 10/03/2017, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. CALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.17-0221.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No.16-1108.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No.15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of code conformance to'the 61�1 edition (2017) FBC, prepared by Al Farooq Corporation, dated 12/23/2019, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA renews NOA #17-1018.12. Carlos I%L Utrera, P.E. Product Control Examiner NOA No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-3 • .. DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBND.TTED 3. NEW EVIDENCE SUBMTTED. A. DRAWINGS 1. Drawing No.. 02-21, titled "24 G_ A. Roll Formed Steel Sectional Garage Door", dated 09/10/2002, withrevision M dated 07/2012020, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated 11/16/2020, signed and sealed by Jalal Farooq, P.E. 1 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. 19-0129,06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C 1 Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, approved on 01/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by, Mal Farooq, P.E. Carlos 1%L Utrera, P.E. Product Control Examiner NOA No. 20-0901.25 Expiration Date: July 21, 2025 Approval Date: December 03, 2020 E-4 d SLEEVE (OPTIONAL) LOCK `- 2/ DOOR --- ------ I " W X .15 THK. LATCH�-,, STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDN FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" -MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS I-- - B 71 ® ' I \ ! \ 11 (RACKET BRACKET LIFT DOOR LOW HEADROOM DOOR OPTION ' OF tS AT 7-7/8" X 3-1 /8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE NOW OPTIONAL VENTS (3) 5" WIDE AT 7" O.C. MAX. OPNG, AREA NOT TO EXCEED 120 SQ. IN. OPTIONAL FLUSH FACE ' WOOD GRAIN DESIGN L i A THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DOOR TESTED IN ACCORDANCE WITH THE F INSIDE ELEVATION BUILDING CODE, TAS-202, TAS-201 & TA' RAISED PANEL EMBOSSED DOOR ASTM E1886-05/ASTM E1996-09. STILE J\� LOCK BAR GUIDES L INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS 18T X .6W LOCK BAR r ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE_ KEYED LOCK CENTER STILES OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE 8'-0" TO 9'-10" PRODUCT REVISED ®®®® as complying with the Florida Building Code '3n__n0n4 in'-n" Tin 1i'-in" DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING - + 36.0 PSF — 44.0 PSF SCHEDULE 'A' CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0" TO W-10" 2 10'-0" TO 11'-10" 2 12'-0" TO 13'-10" 3 14'-0" TO 15'-10" 4 15'-11- TO 16'-2" 5 GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO f REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7T BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED f AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIEI MATERIAL SHALL BE BEYOND WALL DRESSING OR STUC 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF P 4.-MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MET COME INTO CONTACT WITH OTHER DISSIMILAR MATERIAL REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CC 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF TI OF STRUCTURE RECEIVING THIS PRODUCT AND SEALINC WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE AND TO BE REVIEWED BY BUILDING OFFICIAL. 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A REE IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA I LABELING TO COMPLY WITH SECTION 1709.9.2. w ING TRUSS FASTENED TO i W/ TWO :ND STILE DRILLING S. OPTIONAL STOP MOULDING BY DOOR INSTALLER # 14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2--5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. (' 4/ HINGE 1/2" PUNCHED HOLES ® 4" O.C. d 3/16" POP RIVETS AT 4" O.C. (6) FOR 21" STILES (5) FOR 18" STILES 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16 -ALUM RIVETS SEE DETAIL ABOVE EDGE DISTANCE 3/16" e POP RIVETS,-�1-3/16' Ae , n �e •I 6. ' PRODUC as complyi Building Q NOA-No. Expiratlo B !� Y Miami -Dad SOLID BRASS D001 BY 'SCHLAGE SECURITY INSTALLED IN 9/1 f" DIA. HOLE POSITIONED AT EYE ANCHORS AT TRACK BE 3%8" DIA POWER-EIOLT 13Y In A) 2" MIN. EMBED. INTO CONCRETE 2" MIN. EDGE DISTANCE B) 1-1/4" MIN. EMBED INTO CONCP 2-1/4" MIN. EDGE DISTANCE INT- 4" MIN. EDGE DISTANCE INTO FlLI CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING ```�1 & •NUTS. ' BRACKET ANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR FASTENED TO TRACK WITH (4) 1 /4-20 SS. BOLT & NUTS ;INFORCEMEFORMED X .058" (FORMED STEEL EL AND FASTENED TO S WITH 2" X 5-1/2" X .104" ' RIVETS GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION AL REINFORCEMENT -3/4 X .058 FORMED STEEL PANEL AND FASTENED TO STILES WITH POP RIVETS ETING RIB )TEEL ROLLERS . X .50" )IA. X 4-1/4" STEM IAL INSULATIONS: POLY-ISOCYANURATE Y = 2.0 PCF #17-1207.04 ;LLOFOAM NORTH MERICA' Y = 1.03 PCF #15-1203.04 SULFOAM UEZ Y = 0.92 PCF #19-0129.06 ALV. STEEL IINGES FASTENED 1 14 X 5/8" SMS 4" ROLL FORMED STEEL PANEL QUALITY G-40 .D STRENGTH = 39 KSI MER AND BAKED -ON 2 PAINTED 'TOP COAT TO BOTH SIDES OF STEEL ;ALV. STEEL BRACKET FASTENED # 14 X 5/8" SMS m CONNECTED TO FL) = OPENING HEIGHT. PLUS 12" W/ 3/8-16 X AND TO SPRING (2) 1/4-20 X 14 GA. GALV. STEEL TRACK VERTICAL TRA 2-1/8" X 1" X OF DOOR * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TN 5TH B1 B2 B3 84 B5 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" V- 21 " 18" 18" 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45" 0 21 " 21 " 21 " 21 " N/A I" TO 2" 11-3/4" 23" 34" 45" 18" 18" 18" 18" 18" 1" TO 2" 11=3/4" 23" 34" 45" 21 " 18" 18" 18" 21 " 1 " TO 2" 11-3/4" ' 23" 34"__I 45" -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS Al 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2-3/16" HIGH CONNECTED TO TRACK WITH o') 1/4" BOLTS & NUTS. VERTICAL L LIFT HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS PRODUCT REVISED ..n www�n1-1— udth the Clwrisla 1/4" DIA. LAG SCREE AT 6" FROM ENDS AND 15" O.C. MAX. REINFORCEMENT 1 /2 X 1-3/4',X .058 1/4" DIA. LAG SCREWS FORMED.STEEL O AT 6" FROM ENDS AND 15" O.C. MAX. W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPING (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 3 SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN :SIGN OF GARAGE DOOR ANCHORAGE. \PPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE IY THE BUILDING OFFICIAL UPON INSPECTION. GONE WHICH SHALL BE ANCHORED TO ALL OR CONC. COLUMN WITH VG OF WITH 2-1/4" MIN. EMBED 1-3/4" MIN.. EMBED )F WITH 1-1/2" MIN. EMBED 1-3/4" MIN. EMBED 5/16" X 1-5/8" LAG SCREWS AT 12" O.C. • 4 1� 1/16".X 2-1/2 FILLET WELDS AT 12" O.C. MAX. 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK TO WOOD BUCK OF WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 1-1/4" MIN. EMBED AND EEO CORD OR ARCHITECT TO VERIFY STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 1-1/2" 050---=---¢ .2i .534 ��--1.750-- -d� 5/:16" DIA. BOLTS -WITH WASHER & NUT AT 12" O.C. MAX. 1-4 AT 48' W'STRIP ADS STEEL RUBBER W'! .040 :700 j �j ==.348 41.790--- f ANCHOR SPACING ANCHORS STRUCTURE EMS-8Ef} 3 e HLC SLEEVE BY HILTI' CONC. 1-1 4 3 8" .CONFLEX BY 'EL= FILLED BLOCK 2" 3 8" DYNABOLT BY 'ITW' CONC. 1-1. 27 3 8" POWER -BOLT BY DEWALT' CONC. 2' 3 8" SLEEVE -ALL BY 'SIMPSONS-1 CONC. I 1-1. K' CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm - 2000 PSI MIN EDGE 1-1/4" X 2-1/2" X 14 GA CONT. STEEL ANGLE "1/2- 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" O.C. ABOVE DOOR OPNG. CONNECTED TO CONT..ANGLE W/ (3) SPOT WELDS AT EACH SIDE CONTINUOUS TO CONCRETE 2-1/8" X 1" GALV. STEEL T FASTENED TO W (2 1/4 SL TI�D M.S. ANGLE TRACK AND FILLED BLOCK PRODUCT REVISED as complylnp with the Florida n WASHER X 3/4" SMS 3/8- FROM ENDS ID 7" O.C. MAX. #8 X 3/4" SMS 1-3/8" FROM ENDS 4D 6-1/2" O.C. MAX. i X .062 DEEP iOVE " 'TUFFAK' POLYCARBONATE SHEET ' PLASKOLITE' #18-0918.06 75 X .062 DEEP ROOVE (4) #8 X 3/4- SMS /-® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4- SMS —® 3/8" FROM ENDS AND 7" O.C. MAX. i" DIA. WASHER P r- RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS as comF Building O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR S CTION NOA-No #8 X 3/4" SMS 0 3/8" FROM ENDS 175 X .062 DEEP Expiratli AND 4-1/2" O.C. MAX. GROOVE By MIam1=D 4-A ��� -- -_---_ _ _ n `�� MIAMI-D1ADE. AHAMI DADE COUNTY _ill PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMC RESOURCES (RER) Miami, Florida 33175 2474 BOARD AND CODE ADM[NISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) 21:cr-NEn wvi'w.miamidadesov/economy DAB Door Company, Inc. FEB 16 2022 12195 NW 98a' Avenue Hialeah Gardens, FL 33018 st. Lucie County Permitting 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. .1, 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: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9ft: 4in. Wide w/ Window. Lite-Option (DP +50.0, —60.0 PSF) APPROVAL DOCUMENT: Drawing No. 01-09, titled "Sectional Garage'Door", sheets 1 through 5 of 5, dated 02/01/2001 with last revision M dated 07/30/2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq,f 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 LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), theapplicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 shallbe provided to the userby 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 # 20-0901.19 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. IMPROVED J NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 Page 1 ° �' e DAB Door Comuanv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-0128.04" 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 01-0516.03" 3. Test report of large missile impact test per PA 201 -and cyclic wind pressure test per PA 203 on "Sectional Residential Garage Door", prepared ,by Hurricane Engineering & Testing, Inc., Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina, P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina, P.E. 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.04" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0015.08, issued to SABIC Innovative Plastics, for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015. and expiring on 07/17/2018. 2. Notice of Acceptance No.14-0311.08, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO - CI Polyisocyanurate Insulation, approved on: 11/1012011 and expiring on 01/11/2017. 5. Notice of Acceptance No.. 15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation; approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA # 05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material', prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. 7. Test Reports,. on Tensile Test per ASTM. D638 of `TVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed and sealed by I. Ghia, P.E. 8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04- 76145019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5' edition (2014) FBC and of no financial interest issued by Al-Farooq Corporation, dated 03%21/2016, signed and sealed by Javad Ahmad, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 E-2 DAB Door Company, Inc. I t NOTICE OF ACCEPTANCE: EVIDENCE SUB 2. EVIDENCE SUBMITTED IN PREVIOUS NOA # 17-1018.13 A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001, with last revision K dated 03/21/2016, sheets 1 through 5 of 5, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of editorial changes to comply with FBC 2017. B. CALCULATIONS 1. None. C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam,, LLC, for their Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 16-1108.04, issued toy Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanur-ate Insulation, expiring on 01/11/2022. 3. Notice of Acceptance No.15-1203.04, issued to Cellofoam North America Inc, for their Expanded Polystyrene Block Insulation, expiring on 02/24/2021. 4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, expiring on 07/17/2018. E. STATEMENTS 1. Statement letter of conformance to FBC 2014 (50' Edition) and FBC 2017 (61 Edition), prepared by Al Farooq Corporation, dated 10/05/17, signed and sealed by Javad Ahmad, P.E. F. OTHER 1. This NOA revises NOA # 16-0330.02, expiring 08/09/21. Carlos M. Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2.021 E-3 DAB Door Companv, Inc. ' I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated 02/01/2001 with last revision M dated 07/30/2020, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, dated 08/13/2020, signed and sealed by Jalal Farooq, 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. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022. 2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022. 3. Notice ' of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK Polycarbonate Sheets, approved on 01/15/2018 and expiring on 8/27/2022. F. STATEMENTS 1. Testing contract letter issued by Hurricane Engineering & Testing Inc., dated 06/15/2021 and signed by Syed Waqar Ali, Ph.D. 2. Letter of conformance to FBC 2020 (71 Edition) and FBC 2017 (61 Edition), prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal Farooq, P.E. Carlos K Utrera, P.E. Product Control Examiner NOA-No. 21-0312.04 Expiration Date: August 9, 2022 Approval Date: August 5, 2021 E-4 00 ' / I 7-1/2" X 2-1/4" X .071" 11 O GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS B WITH DELRON SLEEVE (OPTIONAL) LOCK 2/ DOOR j ° 1 1" W X .15" THK. LATCH / 1� STANDARD LOCK SPRING LOADED SLIDE BOLT (BOTH SIDES) FASTENED W/ (4) #14 X 1/21' S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE i CABLE & NICO-PRESS SLEEVE f W/ MIN. 5 TO 1 SAFETY FACTOR I1 If 6"X3"X0.1" STEEL PLATE WITH (2) #14 X 5/8' SMS BRACKET BRACKET STD. LIFT DOOR LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE ENTER STILE 1 WITH (4) #14 X 3/4" SOS i II e h. II i � II I'►�: — --- v lw� 411=1 INSIDE ELEVATION DAB DOORS It RAISED PANEL EMBOSSED DOOR Hurricane Maste Max. Size 9'-4 With Window Lit #14 X 3/4" SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS DESIGN PRESSURE RATI OUTSIDE GENERAL NOTES HANDLEJ END STILE 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DOOR TESTED IN ACCORDANCE WITH THE f REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE, TAS-202, TAS-201 & TA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). �ASTM E1886-05/ASTM E1996-09. J \I LOCK BAR GUIDES `L INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS ------ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THIS PRODUCT IS RATED FOR L MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT REVISED 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. y as complying with tha Florida 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT Building Code NOA-No. 20-0901.7 9 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA SLOG. CODE & ADOPTED STANDARDS.expirati on Date 08/09/2021 �� a C TtJIC` 00f%r%1I.-T ADDDAWAI is nrhirpir Axin nor-c mm PpmInF INF(1RMATIr1N AV r`l k ,. � ^ - FLAPS BENT OVER PANEL e 0 STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW - (FULLY THREADED) ONE PER BRACKET OPTIONAL STOP MOULDING /- BY DOOR INSTALLER SOLID DRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL PRODUCT RENEWED as complying with the Florida Building Code NOA-No. - 21.0312.04 Expiration Date 08/09/2022 By 6- Miami -Dade Product Control #14 X 5/8" SMS 3/4" X 2" X 2-1/2" X 18 GA. STEEL 6 PER HINGE END STILE, CONNECT TO PANELS WITH 1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE ° END STILE WITH 3/16" POP RIVETS 0 12" O.C._ 1-7/8" X 2-5/8" X 045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS POP RIVETSMIN. I 1 � 4/4H HINGE 8" S.M.S. 47\ 7-1/2" X .071" GALV. STEEL _J CENTER HINGE 7/16" PUSHNUT SECTION B-B INSTALLED ON ROLLER SHAFT INTERIOR SIDE 7-1/2" X 3" X .071': END ROLLER HINGE 1/2" PUNCHED HOLES 0 4" O.C. I I I I I I� I I " L-1 ANCHORS AT TRACK BF A) 3/8- DIA. POWER -BOLT BY 'DE 2" MIN. EMBED INTO CONCRETE 1-7/8" MIN. EDGE DISTANCE B) 3.18- DIA, HLC. Si EEVE BY 'HI� 1-1/4" MIN. EMBED INTO CON 1-5/8" MIN. EDGE DISTANCE II 4" MIN. EDGE DISTANCE INTO F EDGE CONCRETE Vc = 3000 PSI MIP DISTANCE C-90 GROUT FILLED BLOCK f'r gyp, s •tee W 1- 3/161 ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1.82" DIA. X .50" STEEL ROLLERS (STD.) 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) --1/4-20 SS BOLT & NUT - PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0901.19 e �v Expiratio Date 08/09/2021 By a Miami -Dade Product Control 'j- 10 n J/ Y nr.A nCMU WS & NUTS. YY tLUr U 1 U 1- I/ L A I— 1/ L A 1 ff VA. HIV1bLt FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR REINFORCEMENT /4' X .059" FORMED STEEL 2" X 5-1/2" X .104" ANEL AND FASTENED TO GALV. STEEL ILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. 'OP RIVETS TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION IL REINFORCEMENT -3/4" X .059" FORMED STEEL PANEL AND FASTENED TO STILES WITH ' POP RIVETS STING RIB DIA. X .50" ROLLERS 4 DIA. X 4-1/4" STEM VAL INSULATIONS: fPL AST PRODUCTS LLC' 5 POLY-ISOCYANURATE fY = 2.0 PCF # 17-1207.04 ELL FO OAM (NORTH AMERICA' fY = 1.03 PCF # 15-1203.04 ISULFOAM L LC' IY = 0.92 PCF # 19-0129.06 ;ALV. STEEL. HINGES FASTENED #14 X 5/8" SMS 4" ROLL FORMED STEEL PANEL QUALITY G-40 LD STRENGTH = 34 KSI IMER AND SAKED-ON R PAINTED TOP COAT TO BOTH SIDES OF STEEL ;ALV. STEEL BRACKET FASTENED #14 X 5/8' SMS --/HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK VERTICAL 7 2-1/8" X 1" X DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENT 1ST 2ND 3RD 4TH 5TH 61 B2 83 E34 65 6'-0" 18" 18" 18" 18" N/A 1 " TO 2" 11-3/4" 23" 34" 45" 6'-6" 21" 18" 18" 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45" 7' -0" 21 " 21 " 21 " 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45" 7'-6" 18" 18" 18" 18" 18" 1 " TO 2" 11-3/4" 23" 34" 45" 8'-0" 21" 18" 18" 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" -SFr.TInNq ARF NIIMRFRFD STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS m1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS m 2-3/16" HIGH CONNECTED TO TRACK WITH 1 /4" BOLTS &. NUTS. m T LO m in M in N m m TRACK CONFIGURATION PRODUCT RENEWED as complying with the Florida Rulleiinn Rndn PRODUCT REVISED as complying with the Florida AVAILABLE TRACK OPTIONS S` 1/4" DIA. LAG SCREI AT 6" FROM ENDS AND 19" O.C. MAX. 1 /4" DIA. LAG SCREWS AT 6" FROM ENDS AND 19" O.C. MAX. 'TION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) i SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN :SIGN OF GARAGE DOOR ANCHORAGE. iPPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE Y THE BUILDING OFFICIAL UPON INSPECTION. 5/16" X 1-5/8- LAG SCREWS AT 12' O.C. IASONRY S WHICH SHALL BE ANCHORED TO 'ALL OR CONC. COLUMN WITH :ING OF WITH 2-1/4" MIN. EMBED 1-3/4" MIN. EMBED OF WITH 1-1/2" MIN. EMBED 1-3/4" MIN. EMBED 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK IG OF TO WOOD BUCK WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 1-1/4" MIN. EMBED AND HERS ECORD OR ARCHITECT TO VERIFY 1/16" X 2-1/2" FILLET WELDS AT 12" O.C. MAX. REINFORCEMENT 1 /2" X 1-3/4" X .058" FORMED STEEL W'STRIP ADAPTER ALUMINUM RUBBER W'STRIPPIh. ,� 050 ---� 224 .534 ��— 1.750 -- STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS WITH WASHER & NUT AT 12" O.C. MAX. AT' 44 o« W'STRIP A[ STEEL -RUBBER W .040 _� 700 II 348 1.790 ANCHOR SPACING ANCHORS STRUCTURE. EMBED 3 8" HLC SLEEVE BY 'HILTI CONE 1-1/4 3 8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4 3 8" DYNABOLT BY 'ITW' CONC. 1-1 2 3 8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1 2 3 B" POWER -BOLT BY 'DEWALT' I -CONC. 2" 3/8 SLEEVE -ALL BY 'SIMPSONS' CONC. 1-1/2 CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 1-1/2" 1-1/.4" X 2-1/2" X 14 GA CONT. STEEL ANGLE 12 GA. GALV. STEEL - 2-1/8' X 1 FLAT BRACKETS f3" LONG GALV. STEEL TF AT 12" O.C. IN DOOR OPNG. FASTENED TO T AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-21 CONNECTED TO CONT. ANGLE SLOTTED M.S. d W/ (3) SPOT WELDS AT EACH SIDE REVERSE TRACK CONTINUOUS ANGLE TACK TO STEEL TO CONCRETE AND FILLED BLOCK PRODUCT RENEWED as complying with the Florida ALTERNATE TRACK INSTALLATION PRODUCT REVISED as complying with the Florida Ruildinn endo WASHER X 3/4" SMS 3/8" FROM ENDS D 7" O.C. MAX. #8 X 3/4" SMS 1-3/8" FROM ENDS D 6-1/2" U.C. MAX. X .062 DEEP EVE 'TLIFFAK' POLYCARBONATE SHEET :ILASKOLITE' # 18-0918.06 75 X .062 DEEP OOVE (4) #8 X 3/4" SMS ® 1-318" FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4" SMS C -® 3/8" FROM ENDS AND 7" O.C. MAX. " DIA. WASHER PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 21-0312.04 Expiration Date08/09/2022 By 10-- Miami-Dade Product Control #8 X 3/4" SMS O ® 3/8" FROM ENDS AND 4-1 /2" O.C. MAX. II J r INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION .175 X .062 DEEP GROOVE PRODUCT REVISED as complying with the Florida Building Code N OA-No. 20-0901.19 Expiration Date 08/09/2021 By � Miami- a e Product Control t e. 6t yw J M BUILDING SUPPLY 12050 SE SHELL AVENUE RECEIVED HOBE SOUND, FL 33455-3404 Phone# Fax# FEB 1 6 2022 St. Lucie County Permitting Sale Price Only "ShipTo: J M BUILDING SUPPLY Account#: A02763 12050 SE SHELL AVENUE 012290-1 HOBE SOUND, FL 33455-3404 Phone# Fax# (772) 545-0709 ...... ........................ ....... ............................ _._..... _........._._._..._......._..........._...._.........._._..............._...._.._.................._........................ Line # Item Description Quanti 0001 SH5400 VINYLSINGLE HUNG 5400Ordered (1.00) 5.00............ Location: LIVING Certification Type: MIAMI Frame Type:.625FLANGE Window Style: STD Size Code: 35.0000 - Actual Size: 52 1/8 X 62 Wood Frame Opening: 52 3/8 X 62 1 /4 Frame Color: W - White Glass Family: IG - Insulating Glass: 3/4" IG (1/8 AN-1/2 AIR - 118 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Screen Type: 1816K -1816 Charcoal Vent Latch: N Lock Type: SWEEP - Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Boxing Options: BS - Box Screen Vent Ht: 30.6430 PositiveDesignPressure: 50.0000 PANumber: FL-239 CondensationResistance: 56.0000 S olarHeatGainCoeff: 0.2200 VTCOG: 0.6400 Notes: Last Modified Date: 09/1012al 10:28.58 Job Name:CORNETT Quote # 6819214 Ship Date: Person:Chris Monroe Customer COD Account # Phone# Fax# Line Pricing $400.61 NOA Selection: 20-0401.04 Vent Configuration: EQUAL Size Selection: COMMODITY' Size Ref: ACTUAL Rough Masonry: 53 7/8 X 63 € Egress Opening: 47 7/8 X 26 3/8 (8.7587 SQFT) q Balance Type: CONSTANT Glass Makeup: IGA208A2 Does unit need to meet Turtle Code: NO j Low E: ENERGY SHIELD MAX Privacy Glass: NONE - NONE Reinf. Upgrade: NONE - None i Screen Frame Type: ROLLFORM' i WOCD: N Upgrade Hardware Finish: N Lift Rail: N Anchor Group: D.HU54.55 Acc e: N CAR#: 20-0401.04 e Vi dDeQ_n re 'ssure: 56.3000 EnergyStar: 1.0000 UF:0.3300 VT: 0.4900 Ext Price 0002 =SH5400 VINYL SINGLE HUNG 5400 jOrdered: { I Sell Price S Ext Price (2.00) 13.00 1 J$327-12..........?_..._...$981.36 Window Style: STD Size Code: 25.0000 Actual Size: 36 X 62 Wood Frame Opening: 361/4 X 62 114 Frame Color: W - White Glass Family: IG - Insulating Glass: 3/4" IG (1/8 AN-12 AIR - 1/8 AN) Glass Color: CL - CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Screen Type:1816K -1816 Charcoal Vent Latch: N Lock Type: SWEEP - Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Boxing Options: BS - Box Screen Vent Ht: 30.6430 PositiveDesignPressure: 50.0000 PANumber:FL-239 CondensationResistance: 56.0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6400 Location: DEN,MBR,DINING Notes: 0003 SH5400 VINYL SINGLE HUNG 5400 Ordered: (3.00) i 2.00 .:.,.w...,....----:v::,.,::.u:.,,:..,:.,,,,-.:.:.:..:.......,,.,..,...,,..,,:.,:.:,....... 3 Certification Type: MIAMI _ s Frame Type:.625FLANGE -- -- =- .; Window Style: STD Size Code: 3030.0000 Actual Size: 35 12 X 35 12 Wood Frame Opening: 35 3/4 X 35 3/4 .......... :' ' Frame Color: W - White i.111.;......-.-:...............! m Glass Family: IG - Insulating Glass: 3/4' IG (1/8 AN-12 AIR-1/8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Screen Type: 1816K -1816 Charcoal Vent Latch: N Lock Type: SWEEP - Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Boxing Options: BS - Box Screen E Vent Ht:17.3929 PositiveDesignPressure: 50.0000 i PANumber: FL-239 CondensationResistance: 56.0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6400 Location: GARAGE Notes: Size Selection: COMMODITY Size Ref: ACTUAL Rough Masonry: 37 3/4 X 63 Egress Opening: 31 3/4 X 26 3/8 (5.8087 SQFf) Balance Type: CONSTANT Glass Makeup: IGA208A2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE Reinf. Upgrade: NONE - None Screen Frame Type: ROLLFORM WOCD: N Upgrade Hardware Finish: N Lift Rail: N Anchor Group: D.HU54.55 Acc Glass Breakage: N CAR#: 20-0401.04 NegativeDesignPressure: 96.7000 EnergyStar:1.0000 UF: 0.3300 VT: 0.4900 Sell Price Ext Price $249.39 $498.78 NOA Selection: 20-0401.04 Vent Configuration: EQUAL Size Selection: NOMINAL Size Ref: ACTUAL Rough Masonry: 371 /4 X 3612 Egress Opening: 31 1/4 X 13 1/8 (2.8417 SQFT) Balance Type: CONSTANT Glass Makeup: IGA208A2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE Reinf. Upgrade: NONE - None Screen Frame Type: ROLLFORM WOCD: N Upgrade Hardware Finish: N Lift Rail: N Anchor Group: D.HU54.55 Acc Glass Breakage: N CAR#: 20-0401.04 NegativeDesignPressure:100.0000 EnergyStar:1.0000 UF: 0.3300 VT: 0.4900 0004 SH5400 VINYL SINGLE HUNG 5400 ;Ordered: 1 1 Sell Price ' Ext Price to nni ( 1.00 ( $230.31 1 $230.31 Window Style: STD Size Code: 22.0000 Actual Size: 36 X 25 Wood Frame Opening: 361 /4 X 251 /4 Frame Color: W - White Glass Family: IG - Insulating Glass: 3/4" IG (1 /8 AN-1/2 AIR - 1/8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Privacy Glass Location: UNIT Reinf. Upgrade: NONE - None Screen Frame Type: ROLLFORM WOCD: N Upgrade Hardware Finish: N Lift Rail: N Anchor Group: D.HU54.55 Acc Glass Breakage: N CAR#: 20-0401.04 NegativeDesignPressure: 100.0000 EnergyStar: 1.0000 UF: 0.3300 VT: 0.4900 Location: M SHOWER Notes: . ---- - --._.�-. ------ — -• -. -- I Size Selection: COMMODITY Size Ref: ACTUAL Rough Masonry: 37 3/4 X 26 Egress Opening: 31 314 X 7 7/8 (1.7297 SQFf) Balance Type: CONSTANT Glass Makeup: IGA208A2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: OB - OBSCURE Grid. Type: NONE -NO Grid Screen Type:1816K - 1816 Charcoal Vent Latch: N Lock Type: SWEEP - Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Boxing Options: BS - Box Screen Vent Ht: 12.1429 PositiveDesignPressure: 50.0000 PANumber: FL-239 CondensationResistance: 56.0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6400 y.... � 3O `y r?y. •4 T - J � �. \ b�'N N ( 1 . It AJ ) } �. 'i .. �� � c')-�$ -„<" i ay �; a }k '�� t f i,,.,.u.0 4tC,,- ., i..,, :,� }."'..:.•1'�.. ^'"��F�+" XV, .3:t..N2 .�. 4.�"J:�J. :,,..:,. 'i^ __.1....�1J�f ..,�L..N. :. ,,., .5. M ,..�l.it�1,,: ,.. Cr i i. ,..,,,..£..`,....Ye. - . r...n�,),., 3�.4:...�to .t ..,l..,f�l.. F', ,ei�.)Y 0005PW5420 PW5420 VINYL PICTURE WINDOW Ordered: Sell Price ; Ext Price $269.03 j Certification Type: MIAMI NOA Selection: 20 0401.15 Frame Type:.625FLANGE ' Size Ref: ACTUAL { Size Selection: CUSTOM Width: 60.0000 Height:18.0000 i Actual Size: 60 X 18 Rough Masonry Opening: 61 3/4 X 19 Wood Frame Opening. 60 1 /4 X 18 1 /4 i Frame Color: W - White Glass Family: IG - Insulating Glass Makeup: IGA210A2 Glass: 7/8" IG (1/8 AN- 5/8 AIR -1/8 AN) { Does unit need to meet Turtle Code: NO Glass Color: CL -CLEAR Low E: ENERGY SHIELD MAX Privacy Glass: NONE - NONE Argon Gas: NONE Grid Type: NONE - NO Grid I Boxing Options: N - None Acc Glass Breakage: N CAR#: 20-0401.15 PositiveDesignPressure:80.0000 I NegativeDesignPressure: 90.3000 PANumber: FL243 ' EnergyStar: 123.0000 Condensation Resistance:59.0000 UF:0.2900 SolarHeatGainCoeff: 0.2300 VT:0.5400 € VTCOG:0.6400 Location: TUB Notes: ,. l , .*,.,,.:.v �a,,,..,,.x 0006 SH5400 VINYL SINGLE HUNG 5400 ;Ordered: } Sell Price Ext Price !B_001 ? 1.00 $222.53 { $222.53 . .. s { Window Style: STD I Size Code: H33 Actual Size: 25 12 X 37 3/8 �` Wood Frame Opening: 25 3/4 X 37 5/8 - -- - Frame Color. W - White Glass Family: IG - Insulating Glass: 3/4" IG (1/8 AN-12 AIR -1/8 AN) Glass Color: CL - CLEAR :........ ........1; Argon Gas: NONE Grid Type: NONE - NO Grid Screen Type: 1816K -1816 Charcoal f Vent Latch: N # Lock Type: SWEEP - Sweep Latch i Comfort Lift: Y Lock Quantity: 2.0000 Boxing Options: BS - Box Screen Vent Ht:18.3304 i PositiveDesignPressure: 50.0000 PANumber: FL-239 CondensationResistance: 56.0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6400 1--..................................... ........ Location: LAUNDRY Notes: Size Selection: COMMODITY Size Ref: ACTUAL Rough Masonry: 271 /4 X 38 3/8 Egress Opening: 21 1/4 X 141116 (2.0707 SOFT) Balance Type: CONSTANT Glass Makeup: IGA208A2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE Reinf. Upgrade: NONE - None Screen Frame Type: ROLLFORM WOCD: N Upgrade Hardware Finish: N Lift Rail: N Anchor Group: D.HU54.55 Acc Glass Breakage: N CAR#: 20-0401.04 NegativeDesignPressure: 100.0000 EnergyStar:1.0000 UF: 0.3300 VT: 0.4900 0007 't'SH5400 VINYL SINGLE HUNG 5400 ,Ordered: Sell Price i Ext Price (16.00) ; i 2.00 $272.71 $545 ;42".». Certification Type: MIAMI is NOA Selection: 20-0401.04 ! Frame Type:.625FLANGE Vent Configuration: EQUAL Window Style: STD 2 Size Selection: COMMODITY Size Code: H35 ,Size Ref: ACTUAL ::•: >:::::; Actual Size: 2512 X 62 Rough Masonry: 27114 X 63 Wood Frame Opening: 25 3/4 X 62 114 s Egress Opening: 21 1 /4 X 26 3/8 (3.8877 SOFT) Frame Color: W - White > Balance Type: CONSTANT Glass Family: IG - Insulating Glass Makeup: IGA208A2 Glass: 3/4" IG (1/8 AN-12 AIR - 118 AN) Does unit need to meet Turtle Code: NO -M`.. i i Glass Color: CL - CLEAR Low E: ENERGY SHIELD MAX ;_,:;:,;<::::•: ;. ;.4: ; Argon Gas: NONE i Privacy Glass: NONE -NONE '.` •::' i:: "''i''�, Grid Type: NONE - NO Grid Reinf. Upgrade: NONE - None Screen Type: 1816K -1816 Charcoal Screen Frame Type: ROLLFORM ,,....:.,M........... :';;:t - Vent Latch: N - WOCD: N' Lock Type: SWEEP - Sweep Latch Upgrade Hardware Finish: N Comfort Lift: Y ' Lift Rail: N i Lock Quantity: 2.0000 Anchor Group: D.HU54.55 Boxing Options: BS - Box Screen Acc Glass Breakage: N Vent Ht: 30.6430 CAR#: 20-0401.04 PositiveDesignPressure: 50.0000 NegativeDesignPressure: 100.0000 PANumber: FL-239 : EnergyStar:1.0000 CondensationResistance:56.0000 > UF:0.3300 SolarHeatGainCoeff: 0.2200 VT: 0.4900 VTCOG: 0.6400 i 1 Location DINING 'Notes: � liM J.�rJT JK• \ \ t ��f '�• ST i 13'•i \ i { {C 7 J.. +Uv.IFi{ 1ih'.� "SfA{y' Z 1�) f,5 � �d y�1 L'�5.i y�t��' { <t: f.tj f't -ti. 1Rt f?1/} Its L'•r'O+`%' f Y'tti �•t � ) � (�i} 1S, �H,_�. 'rIV t;4 _"}x }� \� -�° FSSk 'y i ..�J CSry :?/ hf t'.N 5 � :'1: S(t`f ,F t' 0008 #SH5400 VINYL SINGLE HUNG 5400 =OMered: { Sell Price f Ext Price (15.00) Window Style: STD Size Code: 35.0000 Actual Size: 521 /8 X 62 Wood Frame Opening: 52 3/8 X 621 /4 Frame Color: W - White Glass Family: IG - Insulating Glass: 3/4' IG (1/8 AN- 1/2 AIR- 1/8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Screen Type: 1816K -1816 Charcoal Vent Latch: N Lock Type: SWEEP - Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Boxing Options: BS - Box Screen Vent Ht: 30.6430 PositiveDesignPressure: 50.0000 PANumber: FL-239 CondensationResistance: 56.0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6400 Location: DINING lNotes: 0009 PW5420 PW5420 VINYL PICTURE WINDOW I Ordered: (9,00) K <2.00 Certification Type: MIAMI Frame Type:.625FLANGE i Size Ref: ACTUAL Height:18.0000 Rough Masonry Opening: 26 314 X 19 ! `• i Frame Color: W - White r5--- = Glass Makeup: IGA210A2 j Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE - NONE Boxing Options: N -None CAR#:20-0401.15 j NegativeDesignPressure: 93.7000 EnergyStar: 123.0000 UF: 0.2900 VT:0.5400 I-------_--.................. ._._.._...._.....----_........._... Location: DINING Notes: 0010 PW5420 PW5420 VINYL PICTURE WINDOW ;Ordered: M0.001 s 11.00 Certification Type: MIAMI Frame Type:.625FLANGE `•: : ''^ `y`• ''` ; Size Ref: ACTUAL Height:18.0000 Rough Masonry Opening: 53 3/4 X 19 Frame Color: W - White Glass Makeup: IGA210A2 3 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE - NONE I Boxing Options: N - None CAR#: 20-0401.15 NegabveDesignPressure: 92.6000 1 EnergyStar: 123.0000 U F: 0.2900 VT:0.5400 Location: DINING ;Notes: Size Selection: COMMODITY Size Ref: ACTUAL Rough Masonry: 53 7/8 X 63 Egress Opening: 47 7/8 X 26 318 (8.7587 SQFT) Balance Type: CONSTANT Glass Makeup:IGA208A2 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE - NONE Reinf. Upgrade: NONE - None Screen Frame Type: ROLLFORM . WOCD: N Upgrade Hardware Finish: N Lift Rail: N Anchor Group: D.HU54.55 Acc Glass Breakage: N CAR#: 20-0401.04 NegativeDesignPressure: 56.3000 EnergyStar: 1.0000 UF: 0.3300 VT: 0.4900 Sell Price Ext Price $190.18 i $380.36 NOA Selection: 20-0401.15 Size Selection: CUSTOM Width: 25.0000 Actual Size: 25 X 18 Wood Frame Opening: 25 1/4 X 18 1/4 Glass Family: IG - Insulating Glass: 7/8" IG (1/8 AN- 5/8 AIR -1/8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Acc Glass Breakage: N PositiveDesignPressure: 80.0000 PANumber: FL243 CondensationResistance: 59.0000 SolarHeatGainCoeff: 0.2300 VTCOG: 0.6400 Sell Price' s Ext Price $237.86 r $237.86 NOA Selection: 20-0401.15 Size Selection: CUSTOM Width: 52.0000 Actual Size: 52 X 18 Wood Frame Opening: 52 1/4 X 18 1/4 Glass Family: IG - Insulating Glass: 7/8 IG (1 /8 AN- 5/8 AIR - 1 /8 AN) Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Acc Glass Breakage: N PositiveDesignPressure: 80.0000 PANumber: FL243 CondensationResistance: 59.0000 SolarHeatGainCoeff: 0.2300 VTCOG: 0.6400 0011 'SH5500 VINYL SINGLE HUNG 5500 Y.Ordered: Price Ext Price (11.00) 4.00 .,:. ,5,�,I $524.12 2,096:4 ., .... W_.�....u.,,..,....., -- Certification Type: MIAMI } NOA Selection' 20-0401.03 Frame Type: 1.375FIN v Vent Configuration: EQUAL Window Style: STD Size Selection: COMMODITY Size Code: H35 ` Size Ref: ACTUAL ";.::,:•.:.:'::.:;: _ i Actual Size: 25 12 X 62 g Rough Masonry: 27 1/4 X 63 Wood Frame Opening: 25 3/4 X 621 /4 ;Egress Opening: 21 1/4 X 26 3l8 (3.8877 SQFT) }Frame Color: W - White s Balance Type: CONSTANT Glass Family: LI -Laminated Insulating Interlayer Type: PVB090 Glass Makeup: LIA207AA5 ( Glass: 718" LIG (1/8 AN - 7/16 AIR -5116 AN/AN ;Does unit need to meet Turtle Code: NO Glass Color. CL -CLEAR Low E: ENERGY SHIELD MAX Argon Gas: NONE NO Grid Privacy Glass: NONE - NONE Grid Type: NONE - Reinf. Upgrade: NONE - None ` Screen Type:1816K -1816 Charcoal I 'i:...•:..::.:..::� :a.. { Screen Frame Type: ROLLFORM j Vent Latch: N J' ..........::..r: Lock Type: SWEEP - Sweep Latch ;,::::;.'• ::' :':•,i3:;i Upgrade Hardware Finish: N Comfort Lift: Y E:x ? Lift Rail: N I Lock Quantity: 2.0000 Ott= x Boxing Options: BS - Box Screen Acc Glass Breakage: N Vent Ht: 30.6430 I Prep for Mull: N 4 CAR#: 20-0401.03 PosibveDesignPressure: 50.0000 NegativeDesignPressure: 50.0000 i PANumber: FL-239 EnergyStar: 1.0000 s CondensationResistance: 55.0000 } UF: 0.3200 ? SolarHeatGainCoeff: 0.2200 VT: 0.4800 VTCOG: 0.6300 Location: BR2,BR3 °fNotes: 1aS'� •.ry '.��rs. 11'..2.4.'�11r'. lay tl/�A"�);:?}' f tn? !� ,'+d.;1t ', ''.r�fit'G� a/-.;�"�..i 'S.'� Y`�1�3.1`J• r,� .zy 3( s;� .t, kl t.1 �;�Y fi 7>Y'_..4 `��Fat i+.'. tit fis k�kfi �. H;k' 1F A '. y:. �� * 1 �{�i{. } f�4- � � 4> . [N:�/�/t%f 1. .)5' 1 t; � A`t Yil 1GfI4 •A Y ��{d �i Ifi' sN- T >'�P,q. :1'. �L iR % U � + + a A �'f:,l !/,hytF,FL.. 1' -� 7 S.Y4 1 . y )1 it<1 j\) t4¢� � C2 '.:Th,t ��jt1 LK {+ 1`�'`UR Ih++.�a+S ay. \Y-tj^ }i{ t`���'. 1' y � : [A { �>k (� \\-.. �S 1fib-:. x:.�" •Y �!�/�l.R. F��'1/`��3.. :+-1�� .._...'i;..i.�.osi"Ntcw.f_..2, L�.x.,N[�nfSS,.r .r��i�:�1. .:!, 0012 iSH5500 VINYL SINGLE HUNG 5500 {Ordered: Sel Ext Price (12.00) _.....,•-,,.....,.W„-,,,,...,_.,,.,w,..u..,53360 N Certification Type: MIAMI Frame Type:1.375FIN Window Style: STD Size Code: 25.0000 Actual Size: 36 X 62 Wood Frame Opening: 36 114 X 621 /4 Frame Color: W -White Glass Family: LI - Laminated Insulating Glass Makeup: LIA207AA5 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE -NONE Reinf. Upgrade: NONE - None Screen Frame Type: ROLLFORM WOCD: N Upgrade Hardware Finish: N Lift Rail: N Boxing Options: BS - Box Screen Vent Ht: 30.6430 CAR#: 20-0401.03 NegativeDesignPressure: 50.0000 EnergyStar: 1.0000 UF: 0.3200 VT: 0.4800 Location: BR2,LIVING,BR4,BR3 Notes: NOA Selection: 20-0401.03 Vent Configuration: EQUAL Size Selection: COMMODITY Size Ref: ACTUAL Rough Masonry: 37 3/4 X 63 Egress Opening: 31 3/4 X 26 3/8 (5.8087 SQFT) Balance Type: CONSTANT Interlayer Type: PVB090 Glass: 7/8" LIG (118 AN - 7/16 AIR -5116 AN/AN Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Screen Type:1816K - 1816 Charcoal Vent Latch: N Lock Type: SWEEP - Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Acc Glass Breakage: N Prep for Mull: N PositiveDesignPressure: 50.0000 PANumber: FL-239 CondensationResistance: 55.0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6300 0013 `SH5500 VINYL SINGLE HUNG 5500 ;Ordered: s Sell Price Ext =e tin nnl z i2.00 $373.73 $747.46 r Location: BA3,BA4 Window Style: STD Size Code: 22.0000 Actual Size: 36 X 25 Wood Frame Opening: 361 /4 X 251 /4 Frame Color: W - White Glass Family: LI - Laminated Insulating Glass Makeup: LIA207AA5 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: OB -OBSCURE Grid Type: NONE - NO Grid Screen Type: 1816K -1816 Charcoal Vent Latch: N Lock Type: SWEEP - Sweep Latch Comfort Lift: Y Lock Quantity: 2.0000 Acc Glass Breakage: N Prep for Mull: N PositiveDesignPressure: 50.0000 PANumber: FL-239 CondensationResistance: 55.0000 SolarHeatGainCoeff: 0.2200 VTCOG: 0.6300 Notes: 0014 '1PW5520 PW5520 VINYL PICTURE WINDOW ;Ordered: (14.00) 1.00 Certification Type: MIAMI Frame Type: 1.375FIN Size Ref: ACTUAL Height: 56.0000 Rough Masonry Opening: 61 3/4 X 57 Frame Color: W - White Tempered Location: UNIT Glass Makeup: LIT207AA5 Does unit need to meet Turtle Code: NO Low E: ENERGY SHIELD MAX Privacy Glass: NONE - NONE Boxing Options: N - None Prep for Mull: N PositiveDesignPressure: 50.0000 PANumber: FL243 CondensationResistance: 57.0000 SolarHeatGai nCoeff: 0.2300 VTCOG: 0.6300 Size Selection: COMMODITY Size Ref: ACTUAL Rough Masonry: 37 3/4 X 26 Egress Opening: 31 3/4 X 7 7/8 (1.7297 SQFI) Balance Type: CONSTANT Interlayer Type: PVB090 Glass: 7/8" LIG (1/8 AN - 7116 AIR -5/16 AN/AN Glass Color: CL -CLEAR Argon Gas: NONE Privacy Glass Location: UNIT Reinf. Upgrade: NONE - None Screen Frame Type: ROLLFORM WOCD: N Upgrade Hardware Finish: N Lift Rail: N Boxing Options: BS - Box Screen Vent Ht:12.1429 CAR#: 20-0401.03 NegativeDesignPressure: 50.0000 EnergyStar: 1.0000 UF: 0.3200 VT: 0.4800 Sell Price 1 Ext Price $1,315.92 i $1,315.92 NOA Selection: 20-0401.16 Size Selection: CUSTOM Width: 60.0000 Actual Size: 60 X 56 Wood Frame Opening: 601/4 X 56114 Glass Family: U - Laminated Insulating Interlayer Type: PVB090 Glass: 7/8" LIG (1/8 -TMP - 7/16 AIR-5/16 AN/AN Glass Color: CL -CLEAR Argon Gas: NONE Grid Type: NONE - NO Grid Acc Glass Breakage: N CAR#: 20-0401.16 NegativeDesignPressure: 50.0000 EnergyStar: 123.0000 UF: 0.2900 VT: 0.5300 _,.,,....,.. _�m _ ..w ,.... .»......::M m,..,,,_..._.,,._..____,,..___...... _.... .r.......... --...................... Location: STAIR Notes: ........_..._...._........_ 0015 :MULL MULL BARS � OMered; � � Sell Price F Ext Price (17.00) 1.00 $52.80 80 - Product Family Series: 5400.0000 Certirfication Type: MIAMI NOA Selection: 20-0406.03 ;Part Selection: MULL/CVR/CEPS -Mull, Ext/Int Frame Type:.625FLANGE f Mull Bar Type: 1.25X3.25X.100 Mull Clip Qty: 2.0000 Mull Clip Type: STDCLP/STDCLP Size Selection: CUSTOM Length: 35.5000 Frame Color: W - White Boxing Options: N - None Location: GARAGE Notes: .........................._........................................................................................................................................._................ :TOTAL SALE AMT: $12,116.37 'TOTAL CUSTOMER ; $787.56 `I NET SALE AMOUNT: ........................................................................................................................................................................................... ** PRICES ARE GOOD FOR 30 DAYS ------- BEFORE SIGNING OFF PLEASE VERIFY SIZES, QUANTITIES, MODEL AND PRICES. THIS IS A SPECIAL ORDER AND CANNOT BE CHANGED OR CANCELLED ONCE IT IS PLACED. SPECIAL ORDERED ITEMS ARE NOT RETURNABLE --ALL SALES ARE FINAL. **NOTE: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, ARCHITECT OR OWNER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE;LAWS AND BUILDING CODES.