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ENGINEERING LETTER 9/08/2020 RESPONSE OF CITY COMMENTS FOR MARCANDY RESIDENCE ADDITION. APLICATION NUMBER: 19— 5385. RESPONSES: 4.5 CLIENT TO CONTACT AN ENGINEERING FOR GEOTECHNICAL REPORT. ENGINEERING LETTER Base on the existing residence AND my professional judgment, the soil condition should support the new addition but a soil engineer report will be generated before the first compaction test and footing inspection. 1 ,0 1c /9 3�ya Architect Keith D. Chambers KCA Design Group, Inc. Page-1 -oft r I ROAD MAP 9/08/2020 RESPONSE OF CITY COMMENTS FOR: MARCANDY RESIDENCE ADDITION. APLICATION NUMBER: 19—5385. RESPONSES: 1. PLANING AND ZONNING (REV: LUIS BENCOSME, PLANNER ) 1.1. PLAN OF EXISTING BUILDING ADDED SEE 6/SL IN SHEET SL. OCCUPANCY—R1 IS ALSO ADDED IN 1/Al FLOOR PLAN. 1.2. PLANNING AND ZOONING TO REVIEW WITH THE RESUBMITTED PLANS. 1.3. SEE DETAIL 7/SL FOR PROPOSED PLANING LAYOUT 2. FLOOD. (7/31/2020) ( REV: ROBERT COADY/561-742-6354) 2.1. CLIENT TO COORDINATE WITH SURVEYOR. 2.2. THIS WILL BE SHOWN IN THE NEXT SURVEY. 2.3. THIS WILL BE SHOWN IN THE NEXT SURVEY. 3. ENGENIERING (8/3/2020) (REV: JOHN SILVESTRI/561-742-6667) 3.1. DRAINAGE PLAN 5/SL ADDED IN SHEET SL. 4. STRUCTURAL- FOR OLD SINGLE STORY HOUSE 4.1. ALTERATION LEVEL 3 ADDED IN 1/Al PLAN. 4.2. ALTERATION LEVEL 3 ADDED IN 1/Al PLAN. 4.3. SEE 6/SL FOOR PLAN OF EXISTING RESIDENCE 4.4. LETTER TO BE ATACHED AND SEE DETAILS 6/S1 & 7/S1. 4.5. CLIENT TO CONTACT AN ENGINEERING FOR GEOTECHNICAL REPORT. 4.6. SEE SHEET A2 FOR ASBESTOS REMOVAL STATEMENT. 4.7. TERMITE STATEMENT ADDED IN SHEET A2. 4.8. SHEET A 1 4.8.1. PLAN IS REVISED SEE SHEET Al. 4.9. SHEET A 2 4.9.1. SEE ATACHED "H" PRODUCT APPROVAL FORM. 4.9.2. SEE ATACHED "H" PRODUCT APPROVAL FORM. 4.9.3. SEE ATACHED "H" PRODUCT APPROVAL FORM. 4.9.4. SEE REVISED FLOOR PLAN AND SHEET Al. Page- 1-of3 4.9.5. SEE REVISED FLOOR PLAN AND SHEET Al. 4.9.6. SEE REVISED FLOOR PLAN AND SHEET Al. 4.9.7. SEE EGRESS LAYOUT ADDED IN FLOOR PLAN SHEET Al. 4.10. SHEET A3 4.10.1 SEE BEAMS AND LINTELS SCHEDULE ON SHEET 53 4.11. SHEET A 4 4.11.1. NO NEED FOR THE 2 STORY PLAN. 4.11.2. SEE ATTACHMENT "A" SIGNED AND SEAL WIND LOAD CALCULATIONS. 4.11.3. G.C. TO PROVIDE STTOP DRAWINS AND APPLICATION FOR ROOFING PERMIT. 5. STRUCTURAL (8/1/2020) (2 STORY HOUSE) REV: ROBERT COADY) 5.1. G.C./CLIENT TO HANDLE. 5.2. AT SL SHEET. 5.2.1. DETAILS FOR AREAS/UNDER AIR AND GARAGE SHOWN IN THE 1/SL DETAIL. 5.3. CVR SHEET(GROUP "R" USE) 5.3.1. THE OCCUPANCY IS STILL SINGLE FAMILY RESIDENCE WITH NONE ROOMS ADDED. 5.4. PROVIDE A DEFERRED SUBMITTAL LIST OF DOCUMENTATION NOT SUBMITTED FOR CONSTRUCTION ON THE CVR/CODE ANALYSIS. 5.4.1. G.C. TO PROVIDE TRUSS SHOP DRAWINGS FOR SIGNED AND SEAL CALCULATIONS 5.4.2. G.C. /CLIENT TO CONTACT GEOTECHNICAL COMPANY FOR SOIL TESTING. 5.4.3. SEE ATTACHED DOCUMENTS FOR PRODUCT APPROVAL 5.4.4. TRUSS SHOP DRAWINGS TO BE APPROVED. 5.4.5. G.C. / CLIENT TO CONTACT GEOTECHNICAL COMPANY FOR SOIL TESTING. 5.4.6. SEE 6/SL EXISTING RESIDENCE PLAN ON SHEET SL 5.4.7. SEE 1/Al FOOR PLAN ON SHEET Al CODE USED SHOWN. 5.4.8. SMOKE DETECTOR FOR EXISTING HOUSE INDICATED IN ELECTRICAL PLAN 1/E1 G.C. TO PROVIDE IF NOT EXISTING 5.4.9. FINISH FLOOR ELEVATION FOR THE EXISTING & PROPOSED ADDITION IS THE SAME ( EL. 16. 26'). IT IS 12" ABOVE THE HIGHEST CROWN OF THE ROAD. (SEE SURVEY) 5.4.10. THE NEW 2 STORY ADDITION IS MADE WITH CMU WALLS, NO WOOD FRAIMING USED. 5.4.11. SEE SITE PLAN, CODE USED, OCCUPANCY R1 AND AREAS ARE DETAILED 6.0. ELECTRICAL (12/12/2019) (REV. JOSHUA MANGONE) 6.1. COMPLETED (SEE PLANS). 6.2. THE ELECTRICAL DRAWINGS MEET THE FBC-R ELECTRICAL SECTION. Page-2-of3 6.3. N/A—NEW TWO STORY PLAN IS DOES NOT HAVE SGD. 6.4. WILL COMPLY. SEE El & E2. 6.5. WILL COMPLY. SEE El & E2 7.0. ELECTRICAL. (6/30/2020). 7.1. DONE. 7.2. WILL COMPLY . SEE El & E2 PLAN. 7.3. G.C. WILL COMPLY. 8.0. MECHANICAL. (12/17/2019) (REV. HENRY CLASS). 8.1. G.C. TO PROVIDE ENERGY LOAD CALCULATIONS. 8.2. G.C. TO PROVIDE ENERGY LOAD CALCULATIONS. 8.3. PLAN REVISED WITH 2 STORY ADDITION. 8.4. CONDENSATE DRAINS ADDED SEE 1/M2 OF SHEET M2. 8.5. DETAILED 8/M2 ADDED SEE SHEET M2. 8.6. 4" DIM. VENT TO THE WALLS IS ADDED SEE 1/M2. 8.7. HVAC SUPPLIER CONTRACTOR TO PROVIDE. 8.8. 24" X 24" GRILLE SIZE ADDED. SEE 1/M2. 9.0. MECHANICAL.(7/7/2020) (REV: MICHAEL JERRAHIAN) 9.1. G. C. TO PROVIDE ENERGY LOAD CALCULATIONS. 9.2. G. C. TO PROVIDE ENERGY LOAD CALCULATIONS. 9.3. PLAN REVISED WITH 2 STORY ADDITIONS. 9.4. CONDENSATE DRAIN ADDED SEE 1/M2. 9.5. DETAIL 8/M2 ADDED. SEE SHEET M2. 9.6. 4 " DIM. VENT TO THE WALL IS ADDED. SEE 1 M/2. 9.7. HVAC SUPPLIER CONTRACTOR TO PROVIDE. 9.8. 24" X 24" GRILLE SIZE IS ADDED. SEE 1/M2. 10.0. PLUMBING. (12/17/2019) 10.1. SEE CUT SHEET. 10.2. RISER DIAGRAM ADDED. 10.3. SEE RISER DIAGRAM. 11.0. PLUMBING.(7/1/2020) 11.1. SEE CUT SHEET. 11.2. RISER DIAGRAM ADDED. 11.3. SEE RISER DIAGRAM. 11.4. SEE UPDATED RISER DIAGRAM. Page- 3-of 3 DocuSign Envelope ID:7FC51AD3-03C0-4261.81317-9623678785A0 • • FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Marcandy Residence Builder Name: Street: 338 E.Gateway Blvd. Permit Office: Boynton Beach City,State,Zip: Boynton Beach, FL, Permit Number Owner: Johnny Marcandy Jurisdiction: 601400 Design Location: FL;West Palm Beach County: Palm Beach(Florida Climate Zone 1 ) 1. New construction or existing Addition 9. Wall Types 2783.0 sqft.) Insulation Area 2. Single(amity or multiple family Single-family a.Concrete Block-Int Maul,Exterior R=4.2 2519.70 ft' 3. Number of units,If multiple family 1 b. Frame-Steel,Adjacent R=11.0 263.32 ft2 c.N/A R= ft' 4. Number of BedroomBedrms In Addition) 2(4) d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (1821.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 1821.00 ft' 6. Conditioned floor area above grade(ft') 2873 b.WAR= ft' Conditioned floor area below grade(fl') 0 a N/A R= ft' 7. Windows(262.0 sqft.) Description Area 11.Ducts R ft' e.Sup:Attic, Ret:Attic.AH:System 2 6 307 a. U-Factor: Sgl,U=1.07 262.04 ft' b.Sup: Attic,Ret:Attic,AH:Attic 6 468 SHGC: SHGC=0.27 b. U-Factor N/A ft' 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 18.0 SEER:18.00 b. Central Unit 28.0 SEER:16.00 c. U-Factor. N/A ft3 SHGC: d. U-Factor. N/A fl' 13.Heating systems kBtu/hr Efficiency SHGC: a, Electric Strip Heat 17.0 COP:1.00 b. Electric Strip Heat 27.0 COP:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.270 14.Hot water systems-Replacement equipment 8. Floor Types (1838.0 silk) Insulation Area a.Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 1138.00 ft' EF:0.950 b. Conservation features b.Floor over Garage R=19.0 700.00 ft2 None c.N/A R= ft' 15.Credits Pstat Glass/Floor Area: 0.091 Total Proposed Modified Loads: 94.72 //�� ��++��++ Total Baseline Loads: 95.63 P�`9�7�7 I hereby certify that the plans and specifications covered by Review of the plans and this calculation are In compliance with the Florida EnergyOF 1HE STgTF'•.. Code. exuslgned by: specifications tion indicates covered mbyphis y ..., of .• (1)---- �I calculation compliance � � , ,r,•; PREPARED BY Karen Oliver with the Florida Energy Code. -Lip'', '64• a 4 . 0 Before construction is completed : 1 '•' DATE: sar4i7,wso2e4rE 10/14/2020 ; _..fie` 0 `: this building will be Inspected for S t.1 r-,r .,a Dri-'7791, compliance with Section 553.908 = I hereby certify that this briiktlffg as.dest n �j trJ compliance Florida Statutes. . ' with the Florida Ene E tiC J�,,•` � ' UIS ' - IL. y�' . gyp'• '•••..°o wt:'�`..� OWNER/AGENT:�.. .; ' DATE: - - _�_. --- - BUILDING OFFICIAL: rJt) `!/!,-�•4- -_ _. DATE: - Compliance requVis rtBi gne all handler unit manufacturer that the air handler enclosure qualifies as certified factory-sopf tit accordance with 8403.3.2.1. -Compliance requires, r$prrier arytlh lotion Inspection envelope leakage test rep bhli 11�eakage no greater hanc5.0 ACH i0 R402.4klist In accordance 12h 8402.4.1.1 and trill,protect requires an 0 :A ; ) 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 DocuSign Enyelope ID:7FC51AD3-0300-4261-8B17-9623678765A0 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Marcandy Residence Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 2873 Lot A Owner Name: Johnny Marcandy Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 338 E.Gateway Blvd. Permit Office: Boynton Beach Cross Ventilation: County: Palm Beach Jurisdiction: 601400 Whole House Fan: City.State.Zip: Boynton Beach, Family Type: Single-family FL, New/Existing: Addition Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,West Palm Beach FL_WEST_PALM_BEAC 44 90 70 75 316 60 Medium BLOCKS Number Name Area Volume 1 Block1 1138 10336.5 2 Block2 1735 15759 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 System 1 1138 10336.5 No 5 0 1 Yes Yes Yes 2 System 2 1735 15759 No 0 2 1 Yes Yes Yes FLOORS M Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio System 1 127 0 0 1138 ft' _ 1 0 0 2 Floor over Garage System 2 — _ 700 ft' 19 1 0 0 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V p Type Materials Area Area Color Barr Absor. Tested Tested Instal. (deg) 1 Hip Composition shingles 1919 ft' 0 ft' Dark N 0.92 No 0.9 No 0 18.4 V ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC _ 1 Full attic Vented 150 1821 ft' N N 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 DocuSign Envelope ID:7FC51AD3-03C0-4261.8B17-9623678765A0 • FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) System 2 30 Bari 1821 ft' 0.11 Wood WALLS Adjacent Spate Cavity Width Height Sheathing Framing Solar Below . . - rm _ _# OTo-WallJype R-Value_ Et-In_Et-In-__Area-R-Value_Fraction-Atssor._Grade%_ 1 S Exterior Concrete Block-Int Insul System 1 4.2 6.5 0 9.083 0 59.0 ft' 0 0 0.04 0 2 W Exterior Concrete Block-Int Insul System 1 4.2 13.75 0 9.083 0 124.8 ft' 0 0 0.04 0 3 N Exterior Concrete Block-Int Insul System 1 4.2 16 0 9.083 0 145.3 ft' 0 0 0.04 0 4 E Garage Frame-Steel System 1 11 9 0 9.083 0 81.7 ft' 0 0.23 0.04 0 _ 5 E Exterior Concrete Block-Int Insul System 1 4.2 5.5 0 9.083 0 49,9 ft' 0 0 0.04 0 6 S Exterior Concrete Block-Int Insul System 1 4.2 27 0 9.083 0 245.2 ft" 0 0 0.04 0 7 W Exterior Concrete Block-Int Insul System 1 4.2 23 0 9.083 0 208.8 ft' 0 0 0.04 0 _ 8 W Exterior Concrete Block-Int Insul System 1 4.2 3 0 9.083 0 27.2 ft' 0 0 0.04 0 _ 9 E Garage Frame-Steel System 1 11 20 0 9.083 0 181.6 ft' 0 0.23 0.04 0 10 E Exterior Concrete Block-Int Insul System 1 4.2 3 0 9.083 0 27.2 ft' 0 0 0.04 0 _11 N Exterior Concrete Block-Int Insul System 2 4.2 17 0 9.083 0 154.4 ft' 0 0 0.04 0 _12 E Exterior Concrete Block-Int InsulSystem 2 4.2 22 0 9.083 0 199.8 ft' 0 0 0.04 0 13 S Exterior Concrete Block-Int Insul System 2 4.2 3 0 9.083 0 27.2 ft' 0 0 0.04 0 14 S Exterior Concrete Block-Int Insul System 2 4.2 12 0 9.083 0 109.0 ft' 0 0 0.04 0 15 E Exterior Concrete Block-Int Insul System 2 4.2 10 0 9.083 0 90.8 ft' 0 0 0.04 0 16 S Exterior Concrete Block-Int Insul System 2 4.2 11 0 9.083 0 99.9 ft' 0 0 0.04 0 17 N Exterior Concrete Block-Int Insul System 2 4.2 12 0 9.083 0 109.0 ft' 0 0 0.04 0 18 N Exterior Concrete Block-Int Insul System 2 4.2 8,5 0 9.083 0 77.2 ft' 0 0 0.04 0 19 N Exterior Concrete Block-Int Insul System 2 4.2 7 0 9.083 0 63.6 ft' 0 0 0.04 0 20 N Exterior Concrete Block-Int Insul System 2 4.2 12 0 9.083 0 109.0 ft' 0 0 0.04 0 21 W Exterior Concrete Block-Int Insul System 2 4.2 13.75 0 9.083 0 124.8 ft' 0 0 0.04 0 _22 W Exterior Concrete Block-Int Insul System 2 4.2 20 0 9.083 0 181.6 ft' 0 0 0.04 0 23 S Exterior Concrete Block-Int Insul System 2 4.2 13 0 9.083 0 118.0 ft' 0 0 0.04 0 _24 S Exterior Concrete Block-Int InsulSystem 2 4.2 5 0 9.083 0 45.4 ft' 0 0 0.04 0 25 S Exterior Concrete Block-Int Insul System 2 4.2 8 0 9.083 0 72.6 ft' 0 0 0.04 0 26 E Exterior Concrete Block-Int Insul System 2 4.2 5.5 0 9.083 0 49.9 ft' 0 0 0.04 0 DOORS V # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated System 1 None .29 3 6.7 20 ft' 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 DoquSign Envelope ID:7FC51AD3-03C0-4261-8B17.9623678765A0 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Single Yes 1.07 0.27 N 20.0 ft' 2 ft 0 in 11.75 ft 0 None None 2 W 2 Metal Low-E Single Yes 1.07 0.27 N 15.0 ft' 2 8 0 in 11.75 8 0 None None 3 S 6 Metal Low-E Single Yes 1.07 0.27 N 40.0 ft' 2 ft 0 in 11.75 ft 0 None None 4 W 7 Metal Low-E Single Yes 1.07 0.27 N 30.0 It' 2 ft 0 in 11.75 ft 0 None None 5 N 11 Metal Low-E Single Yes 1.07 0.27 N 20.0 ft' 2 ft 0 in 0.67 ft 0 i None None 6 E 12 Metal Low-E Single Yes 1.07 0.27 N 40.0 ft' 2 ft 0 in 0.67 ft 0 i None None 7 E 12 Metal Low-E Single Yes 1.07 0.27 N 15.0 8' 2 ft 0 in 0.67 ft 0 i None None 8 S 14 Metal Low-E Single Yes 1.07 0.27 N 7.0 ft' 2 ft 0 in 0.67 ft 0 i None None 9 N 17 Metal Low-E Single Yes 1.07 0.27 N 15.0 ft' 2 ft 0 in 0.67 ft 0 i None None 10 N 20 Metal Low-E Single Yes 1.07 0.27 N 15.0 ft' 2 ft 0 in 0.67 ft 0 i None None 11 W 21 Metal Low-E Single Yes 1.07 0.27 N 15.0 ft' 2 ft 0 in 0.67 ft 0 i None None 12 W 22 Metal Low-E Single Yes 1.07 0.27 N 15.0 ft' 2 ft 0 in 0.67 ft 0 i None None 13 S 25 Metal Low-E Single Yes 1.07 0.27 N 15.0 IP 2 ft 0 in 0.67 8 0 i None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 700 ft' 7008' 80 ft 9f 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000289 2174.6 119.38 224.52 .1626 5 HEATING SYSTEM # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Strip Heat/Supplemen None COP:1 17 kBtu/hr 1 sys#1 2 Electric Strip Heat/Supplemen None COP:1 27 kBtu/hr 2 sys#2 COOLING SYSTEM -V # System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Supplemental for Split Singl SEER: 16 18 kBtu/hr 600 cfm 0.75 1 sys41 2 Central Unit/Supplemental for Split Singl SEER: 16 28 kBtu/hr 1000 cfm 0.75 2 sys#2 HOT WATER SYSTEM _✓ # System Type SubType _ Location EF Cap Use SetPnt Conservation _ 1 Electric None Garage 0.95 50 gal 50 gal 120 deg None 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 DocuSign Envelope ID:7FC5103C0-4261.8817-9623678765A0 ' AD3 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert k Company Name System Model k Collector Model if Area Volume FEF None None ft' DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC k V k Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 307 ft' Attic 57 ft' Default Leakage System 2 (Default) (Default) 1 1 2 Attic 6 468 ft' Attic 87 ft' Default Leakage Attic (Default) (Default) 2 2 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar A r Ma Jun Jul Aug Sep Oct Nov Dec Heating X Jan X Feb X Mar A r Ma Jun Jul Aug Sep Oct X Nov X Dec Venting Jan Feb X Mar X Apr May I 1 Jun Julf1 f'1 Aug f'Sep X Oct X 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 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type _ Area _Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft' 0 ft 0.3 System 1 Default(8 lbs/sq.ft. 0 ft' 0 ft 0.3 System 2 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 DocuSign Envelope ID:7FC51AD3-03C0-4261.8B17-9623678765A0 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 338 E.Gateway Blvd. Permit Number: Boynton Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information Indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. 0 R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelo'liae building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour In Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or Individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any lime after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be dosed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,Intake,makeup air.backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5.Healing and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and retum registers,if installed at the time of the test,shall be fully open. 0 R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shalt be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. 0 R402.4.3 Fenestration air Ieakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfrn per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/W DMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 DocuSign Envelope ID:7FC51AD3-03C0-4261-8B17-9623675765A0 MANDATORY REQUIREMENTS - (Continued) DR402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the Interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct lightness shall be verified by testing in accordance with ANSIIRESNETIICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free'in accordance with Section R403.3.3. 0 R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system, including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding From solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. 0 R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. ❑ R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 DocuSign Enyelope ID:7FC51AD3-03C0-4261-8B17.9623678765A0 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially avalable heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors In installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. El R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation tans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFMNVATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfrn/watt Any Bathroom,utility room 10 1.4 dm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 DocuSign Envelope ID:7FC51AD3-03C0-4261-8817.9623678765A0 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 limes greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the retum duct(s)Is Installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total coding capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electr c resistance shall be sized within 4 kW of the design requirements calculated according to the procedureselected in Sectionfurnaces R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated In accordancewith Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be In accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or extemal to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.102 Time switches. Time switches or other control methods that can automatically tum off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-end waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not bo required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FiaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 DocuSign Envelope ID:7FC51AD3-0300.4261-8817-9623676765A0 ❑ R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2, Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandatorsebe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS n R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory).Fuel gas lighting systems shall not have continuously burning pilot lights. • 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 DocuSign Envelope ID:7FC51AD3-03C0-4261-8817-9623678765A0 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Marcandy Residence Builder Name: Street: 338 E.Gateway Blvd. Permit Office: Boynton Beach City,State,Zip: Boynton Beach,FL, Permit Number: Owner: Johnny Marcandy Jurisdiction: 601400 Design Location: FL.West Palm Beach 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. The air baffler in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the Insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be seated. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed, per inch minimum. Exterior thermal envelope insulation for framed wails shah be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shag be installed to (including Insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing and cantilevered cavity insulation shall be permitted to be In contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or Insulation that on installation readily conforms to available space shall extend behind oloino and wirino Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be Insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be scaled to tho sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover nlates and walk or ceilinos a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 10/14/2020 4:33 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC fith Edition(2017) Compliant Software Page 1 of 1 DocuSign Envelope ID:7FC51AD3-03C0-4261-8B17-9623678765A0 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 99 The lower the Energy Performance Index, the more efficient the home. 1. New home or,addition 1. Addition 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b)Return ducts R 6.0 c)AHU location varies 3. No.of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 2 13. Cooling system: Capacity 46.0 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. 2873 d)Room unit/PTAC EER e)Other 7. Windows,type and area a)U-factor:(weighted average) 7a. 1.070 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.270 14. Heating system: Capacity 44.0 c)Area 7c. 262.0 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 9. Floor f)Other type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised(R-value) 9b. 19.0 15.Water heating system c)Concrete, raised (R-value) 9c. a)Electric resistance EF 0.95 b)Gas fired, natural gas EF 10. Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. e)Dedicated heat pump with tank EF_ 2. Masonry(Insulation R-value) 10A2. 4.2 0 Heat recovery unit HeatRec% B. Adjacent: g)Other 1.Wood frame(Insulation R-value) 10B1. 11.0 2. Masonry(Insulation R-value) 1082. 11. Ceiling16. HVAC credits claimed(Performance Method) type and insulation level a)Ceiling fans a)Under attic 11a. 30.0 b)Cross ventilation No b)Single assembly 11 b. c)Whole house fan No c)Knee walls/skylight walls 11c. d)Multizone cooling credit d)Radiant barrier installed 11d. No e)Multizone heating credit f)Programmable thermostat Yes 'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed(or exceeded)in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 338 E. Gateway Blvd. City/FL Zip: Boynton Beach, FL 10/14/2020 4:33:25 PM EnergyGauge®USA 6.0.04(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Marcandy Residence HVAC Load Calculations for Johnny Marcandy 338 E. Gateway Blvd. Boynton Beach, Florida :sr"' ' n- t by K ,p. ENERGY DESIGN (-4 c tb> SHGC WARNING: The window performance values consist of the u-factor for the frame, and Solar Heat Gain Coefficient(SHGC)for the glass. These values have a huge impact on the building thermal envelop and may have a significant impact on the following: • the size of the HVAC system(s), $$$ • the duct work layout and design. $$ • delays with permitting, $$$$ • inspector comments or fallod inspections $$ It is Important to us that your project stay on schedule and if there aro any changes to the design base it may impact any of the bullet points above. KO Enerov Peskin must be contacted Immediately at into(nhkoencrnvde ien,cont or 15611327-727R to help support any changes to your project information. Prepared By: Karen Oliver KO Energy Design 1470 N Congress Ave,Suite 106A West Palm Beach, Florida 33409 (561)327-7272 Wednesday,October 14,2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLC Marcandy Residence West Palm Beach,FL 33411 Page 2 Project Report General Project Information Project Title: Marcandy Residence Designed By: Karen Oliver Project Date: Wednesday, October 14, 2020 Client Name: Johnny Marcandy Client Address: 338 E. Gateway Blvd. Client City: Boynton Beach, Florida Company Name: KO Energy Design Company Representative: Karen Oliver Company Address: 1470 N Congress Ave, Suite 106A Company City: West Palm Beach, Florida 33409 Company Phone: (561) 327-7272 Company E-Mail Address: info@koenergydesign.com Company Website: www.koenergydesign.com Design Data Reference City: West Palm Beach, Florida Building Orientation: House faces North Daily Temperature Range: Medium Latitude: 26 Degrees Elevation: 15 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 45 42.23 n/a n/a 70 n/a Summer: 91 78 56% 55% 75 53 Check Figures Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.557 Square ft. of Room Area: 2,873 Square ft. Per Ton: 826 Volume(ft3): 26,095 I Building Loads Total Heating Required Including Ventilation Air: 39,501 Btuh 39.501 MBH Total Sensible Gain: 34,805 Btuh 83 % Total Latent Gain: 6,923 Btuh 17 % Total Cooling Required Including Ventilation Air: 41,728 Btuh 3.48 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...1338 E Gateway MJ.rh9 Wednesday, October 14, 2020,4:19 PM • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLC Marcandy Residence West Palm Beach,FL 33411 Page 3 Load Preview Report Has' Net It sent Lar Not SenI Min Min Sys •Sys Sys Duct Act Scope AEDI Tori /Ton Area Ga Ga i Ga L�cst CFMI CFM CFMI CFMI CFMI Size Budding 3.48 826 2973 34.805 6923 41,728 39,501 505 1509 1.600 1.600 1,600 System 1 No 1.36 838 1,138 12,954 3339 16,293 17,493 224 561 600 600 6W 12 Supply Duct Latent 647 647 Return Duct 609 392 1,001 241 Zone 1 1,138 12,345 2,300 14,645 17,252 224 561 6W 6W 6W 12 1-Den 217 3,385 372 3,757 5,121 67 154 178 164 164 1-7 2-Bath 1 56 273 92 365 915 12 12 32 13 13 1-4 3-Great Room 865 8,688 1,836 10,524 11,21E 146 395 390 422 422 2-B System 2 Yes 2.12 819 1,735 21,851 3,584 25,435 22,008 281 947 1,000 1,000 1,000 16 Supply Duct Latent 999 999 Retum Duct 1928 604 1.631 366 Zone 1 1,735 20,824 1981 22,805 21,642 281 947 1,000 1,000 1,000 16 4-Mester Bedroom 4W 6,755 463 7218 6,765 88 307 313 324 324 2-7 5-Bath2 113 1365 242 1,607 2,154 28 62 1W 66 66 1-5 6-CI 110 762 121 883 1,120 15 35 52 37 37 1-4 7-Bedroom2 207 1,941 132 2,073 1,754 23 88 81 93 93 1-6 8-CI 85 497 94 591 709 9 23 33 24 24 1-4 9-Bath3 75 419 77 496 589 8 19 27 20 20 1-4 10-Bedroom 3 206 3,100 284 3,384 3,106 40 141 144 149 149 1-7 11-Bedroom 4 260 3,064 364 3,428 3,180 41 139 147 147 147 1-7 12-Bath 4 53 457 0 457 62 1 21 3 22 22 1-4 13-0 34 256 55 311 397 5 12 18 12 12 1-4 14-Laundry 53 798 0 798 62 1 36 3 38 38 1-4 15-Hat 140 1,408 149 1557 1,743 23 64 81 68 68 1-5 C:\ ...\338 E Gateway MJ.rh9 Wednesday, October 14, 2020, 4:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLC Mercaddy Residence West Palm Beach,FL 33411 Page4 Duct Size Preview Roam or Spume Minimum; Maximus; Rough! Design SPI Duct Duct Htg Og Act. Duct Reg Duct Name Velocity Velocilt Factor Ln00 Lass: Velocit Length Flow I Flow Flow I Size I Size System 1 Supply Runout Zone 1 1-Den Bull-In 0 0 0.0003 0.1 615.5 178 184 164 1-7 2-Bath 1 Btnit-In 0 0 OD003 0.1 151.8 321.110 13 1-4 3-Great Room Built-In 0 0 0.0003 0.1 604.9 390a 422 2-8 -_ Other Ducts in System 1 - Supply Main Tank Bult-In 0 0 OD1 0.12 764 6110 600 12 System 2 Supply Runout Zone 1 4-Master Bedroom Built-In 0 0 OD003 0.1 606.9 313 324 324 2-7 5-Bath 2 Bult-In 0 0 OD003 0.1 480.9 160E1E3, 66 1-5 6-CI Built-In 0 0 0.0003 01 419.5 5237 37 1-4 7-Bedroom 2 Built-In 0 0 OD003 0A 474.8 81 93, 93 1-S 8-CI BiDt-In 0 0 0.0003 01 273.4 33 24 24 1-4 9-Bath 3 Built-In 0 0 0.0003 01 230.7 27a 20 1-4 10-Bedroom 3 Brill-In 0 0 0.0003 0.1 557 144 f 149 1-7 11-Bedroom4 Bult-In 0 0 0.0003 01 550.7 147 147, 147 1-7 12-Bath4 Built-In 0 0 0.0003 0.1 251.7 3 fa 22 1-4 13-CI Bult-In 0 0 00003 01 140.8 180 12 1-4 14-Laundry Bull-In 0 0 0.0003 0,1 439 3 lai 38 1-4 15-Hall Built-In 0 0 0.0003 0A 495.8 81a 68 1-5 Other Ducts in System 2 -- Supply Main Tank Bult-In 0 0 0.01 0.12 716.2 1,000n 1,000 16 Summary System 1 Heating Fbw. 600 Cooling Flow: 600 System 2 Healing Fbw. 1000 Cooling Flow: 1000 C:\...\338 E Gateway MJ.rh9 Wednesday, October 14, 2020,4:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLC leMarcandy Residence West Palm Beach,FL 33411 Page 5 Total Building Summary Loads Component Area Sen Lat Sen Total Description yuan Loss Gain Gain Gain vislowel: Glazing-Low E single pane, U-value 1.07, 262 7,008 0 8,317 8,317 SHGC 0.27 11P: Door-Metal- Polyurethane Core, U-value 0.29 20 145 0 93 93 r4.2cbs: Wall-Block, Custom, CBS R-4.2 foil, U-value 2258.5 8,076 0 5,264 5,264 0.143 12B-Osm: Part-Frame, R-11 insulation in 2 x 4 stud 243.4 682 0 436 436 cavity, no board insulation, siding finish, metal studs, U-value 0.112 16B-30-ad: Roof/Ceiling-Under Attic with Insulation on 1821 1,456 0 2,971 2,971 Attic Floor(also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-30 insulation, dark asphalt, U-value 0.032 22A-ph-t: Floor-Slab on grade, No edge insulation, no 127 4,312 0 0 0 insulation below floor, tile covering, passive, heavy moist soil, U-value 1.358 20P-19-t: Partition Floor(STD=16, WTD=25)-Over open 700 875 0 560 560 crawl space or garage, Passive, R-19 blanket insulation, tile covering, U-value 0.05 Subtotals for structure: 22,554 0 17,641 17,641 People: 5 1,000 1,150 2,150 Equipment: 0 3,550 3,550 Lighting: 0 0 0 Ductwork: 12,047 2,642 10,442 13,083 Infiltration: Winter CFM: 178, Summer CFM: 91 4,900 3,281 1,607 4,888 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 _ 0 416 _ 416 Total Building Load Totals: 39,501 6,923 34,805 41,728 Check Figures Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.557 Square ft. of Room Area: 2,873 Square ft. Per Ton: 826 Volume (ft3): 26,095 Building Loads Total Heating Required Including Ventilation Air: 39,501 Btuh 39.501 MBH Total Sensible Gain: 34,805 Btuh 83 ok Total Latent Gain: 6,923 Btuh 17 Total Cooling Required Including Ventilation Air: 41,728 Btuh 3.48 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\338 E Gateway MJ.rh9 Wednesday, October 14, 2020, 4:19 PM • Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLC * Marcandy Residence West Palm Beach,FL 33411 Page 6 System 1 System #1 Summary Loads Component Area Sen Lat Sen Total DescriptionQuan Loss Gain Gain Gain vislowel: Glazing-Low E single pane, U-value 1.07, 105 2,808 0 3,312 3,312 SHGC 0.27 11P: Door-Metal-Polyurethane Core, U-value 0.29 20 145 0 93 93 r4.2cbs: Wall-Block, Custom, CBS R-4.2 foil, U-value 782.8 2,800 0 1,825 1,825 0.143 12B-Osm: Part-Frame, R-11 insulation in 2 x 4 stud 243.4 682 0 436 436 cavity, no board insulation, siding finish, metal studs, U-value 0.112 22A-ph-t: Floor-Slab on grade, No edge insulation, no 127 4,312 0 0 0 insulation below floor, tile covering, passive, heavy moist soil, U-value 1.358 Subtotals for structure: 10,747 0 5,666 5,666 People: 5 1,000 1,150 2,150 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 4,805 1,039 3,886 4,925 Infiltration: Winter CFM: 71, Summer CFM: 36 1,941 1,300 636 1,936 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 416 416 System 1 System#1 Load Totals: 17,493 3,339 12,954 16,293 Check Figures Supply CFM: 600 CFM Per Square ft.: 0.527 Square ft. of Room Area: 1,138 Square ft. Per Ton: 838 Volume (fN): 10,337 System Loads Total Heating Required Including Ventilation Air: 17,493 Btuh 17.493 MBH Total Sensible Gain: 12,954 Btuh 80 % Total Latent Gain: 3,339 Btuh 20 % Total Cooling Required Including Ventilation Air: 16,293 Btuh 1.36 Tons(Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...1338 E Gateway MJ.rh9 Wednesday, October 14, 2020, 4:19 PM • Rhvac•Residential S Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLCli) Marcandy Residence West Palm Beach,FL 33411 Page 7 System 2 System #2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain vislowel: Glazing-Low E single pane, U-value 1.07, 157 4,200 0 5,005 5,005 SHGC 0.27 r4.2cbs: Wall-Block, Custom, CBS R-4.2 foil, U-value 1475.7 5,276 0 3,439 3,439 0.143 16B-30-ad: Roof/Ceiling-Under Attic with Insulation on 1821 1,456 0 '2,971 2,971 Attic Floor(also use for Knee Walls and Partition Ceilings), vented attic, no radiant barrier, R-30 insulation, dark asphalt, U-value 0.032 20P-19-t: Partition Floor(STD=16,WTD=25)-Over open 700 875 0 560 560 crawl space or garage, Passive, R-19 blanket insulation, tile covering, U-value 0.05 Subtotals for structure: 11,807 0 11,975 11,975 People: 0 0 0 0 Equipment: 0 2,350 2,350 Lighting: 0 0 0 Ductwork: 7,242 1,603 6,555 8,158 Infiltration:Winter CFM: 108, Summer CFM: 55 2,959 1,981 971 2,952 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 System#2 Load Totals: 22,008 3,584 21,851 25,435 Check Figures Supply CFM: 1,000 CFM Per Square ft.: 0.576 Square ft. of Room Area: 1,735 Square ft. Per Ton: 819 Volume (ft'): 15,758 1 System Loads Total Heating Required Including Ventilation Air: 22,008 Btuh 22.008 MBH Total Sensible Gain: 21,851 Btuh 86 % Total Latent Gain: 3,584 Btuh 14 % Total Cooling Required Including Ventilation Air: 25,435 Btuh 2.12 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...1338 E Gateway MJ.rh9 Wednesday, October 14, 2020, 4:19 PM Rhvac-Residential S Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLCilit Mercandy Residence West Palm Beach,FL 33411 Pape 8 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg . Sys No Name SF Btuh CFM Size Vel Bluh Btuh CFM CFM --Zone 1-- 1 Den 217 5,121 67 1-7 616 3,385 372 154 164 2 Bath 1 56 915 12 1-4 152 273 92 12 13 3 Great Room 865 11,216 146 2-8 605 8,68.8 1,836 395 422 Duct Latent 647 Return Duct 241 609 392 System 1 total 1,138 17,493 224 12,954 3,339 _ 56.1 _ _ 600 System 1 Main Trunk Size: 12 in. Velocity: 764 ft./min Loss per 100 ft.: 0.144 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.36 80%/20% 12,954 3,339 16,293 Actual: 1.50 75%/25% 13,500 4,500 18,000 Lqu�ment Data Heatinq System Cooling System Type: Electric Resistance Standard Air Conditioner Model: ASPT25B14A' GSX160181F' Indoor Model: ASPT25B14A' Brand: GSX16 Efficiency: 0% 16 SEER Sound: 0 0 Capacity: 17,000 Btuh 18,000 Btuh Sensible Capacity: n/a 13,500 Btuh Latent Capacity: n/a 4,500 Btuh AHRI Reference No.: n/a 8242074 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 91F, SOWB: 78F, WODB: 45F, SIDB: 75F, SIRH: 55%, WIDB: 70F, Sen. gain: 12,954 Btuh, Lat. gain: 3,339 Btuh, Sen. loss: 17,493 Btuh, Entering clg. coil DB: 75.9F, Entering clg. coil WB: 64.2F, Entering htg. coil DB:69.6F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 561 CFM, Req. htg. airflow: 224 CFM C:\ ...1338 E Gateway MJ.rh9 Wednesday, October 14, 2020, 4:19 PM Rhvac-Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. KO Energy Design LLCIli) Marcandy Residence West Palm Beach,FL 33411 Page 9 System 2 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM --Zone 1--- 4 Master Bedroom 400 6,765 88 2-7 607 6,755 463 307 324 5 Bath 2 113 2,154 28 1-5 481 1,365 242 62 66 6 CI 110 1,120 15 1-4 420 762 121 35 37 7 Bedroom 2 207 1,754 23 1-6 475 1,941 132 88 93 8 CI 85 709 9 1-4 273 497 94 23 24 9 Bath 3 75 589 8 1-4 231 419 77 19 20 10 Bedroom 3 205 3,106 40 1-7 557 3,100 284 141 149 11 Bedroom 4 260 3,180 41 1-7 551 3,064 364 139 147 12 Bath 4 53 62 1 1-4 252 457 0 21 22 13 CI 34 397 5 1-4 141 256 55 12 12 14 Laundry 53 62 1 1-4 439 798 0 36 38 15 .Hall 140 1,74323 1-5 496 1,408 14964 68 Duct Latent 999 Return Duct 366 1,028 604 System2total 1,73.5 22,008 281 21,851 3,584 947 1,000 System 2 Main Trunk Size: 16 in. Velocity: 716 ft./min Loss per 100 ft.: 0.087 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.12 86%/ 14% 21,851 3,584 25,435 Actual: 2.33 75%/25% 21,000 7,000 28,000 Lquipment Data Heating System Cooling System Type: Electric Resistance Standard Air Conditioner Model: ASPT37C14A* GSX16S301A' Indoor Model: ASPT37C14A' Brand: GSX16 Efficiency: 0% 16 SEER Sound: 0 0 Capacity: 27,000 Btuh 28,000 Btuh Sensible Capacity: n/a 21,000 Btuh Latent Capacity: n/a 7,000 Btuh AHRI Reference No.: n/a 201785798 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 91F, SOWB: 78F, WODB:45F, SIDB: 75F, SIRH: 55%, WIDB: 70F, Sen. gain: 21,851 Btuh, Lat. gain: 3,584 Btuh, Sen. loss: 22,008 Btuh, Entering clg. coil DB: (Error), Entering clg. coil WB: (Error), Entering htg. coil DB:69.7F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 947 CFM, Req. htg. airflow: 281 CFM C:\ ...\338 E Gateway MJ.rh9 Wednesday, October 14, 2020, 4:19 PM • • Field Verification Requirement Project Information Designed by: Karen Oliver Project date: Wednesday, October 14, 2020 Client name: Johnny Marcandy Client address: 338 E. Gateway Blvd. Client city: Boynton Beach, Florida Company name: KO Energy Design Company phone: (561) 327-7272 In Field Verification All inputs/defaults/building characteristics used for the Manual J Residential Load Calculation (8th Edition - Full) [ANSI/ACCA 2 Manual J -2016]. Calculations must be verified by the HVAC contractor in the field and/or must be verified by the builder/owner verifying that what is being built is consistent with the builders/owners project components in this report. Test and balance reports if performed are to reflect Manual J system actual CFM for each individual unit. K.O. Energy Design must be notified in writing of any said changes. Equipment Selection Equipment selected below was carefully chosen to meet or exceed the FL Energy Efficiency Code. Alternate equivalent equipment selection shall also meet the attached Energy Code Requirements. Any change in SEER or size of equipment will require approval and plan revision. K.O. Energy Design must be notified in writing of any said changes. Item System 1 1 System 2 I Air Handler Name !System#1 I System#2 I Cooling Description I I I Cooling Model Type Standard Air Conditioner I Standard Air Conditioner I Cooling Model Number GSX160181 F'+ASPT25B14A' GSX16S301A'+ASPT37C14A' I Cooling Capacity 18000 28000 Cooling Efficiency 16 SEER 16 SEER AHRI Reference No. 8242074 201785798 I Heating Description Heating Model Type Electric Resistance Electric Resistance I Heating Model Number ASPT25B14A' ASPT37C14A' I Heating Capacity 17000 27000 I Heating Efficiency 0% 0% Manual D Duct Sizing Duct sizing has been carefully engineered at the stated s.p. Any deviance in duct sizing could impact the performance and efficiency of selected equipment. Any change or alteration in duct sizing will require approval and possible plan revision. K.O. Energy Design must be notified in writing of any said changes. Duct sealing Air Distribution System Test to be performed and made available for Rough Duct Inspection, if required. „� • I� - ® I I I 1 - = , 2 ' ; ' l _ 11! 41 A ___ ` t ; _ % s `s I II T 11 I _ .. R t f� v x, ! G _F. ; E o _ 5 ri 1 ,>-:- 11.1. Z- 14 ill Et lima Iii, 71 A 1 111 1 0 IMO 11 11 , 1 1177 181 . /ii h - 1 ill 1 F e 3 e cz 1 ;: .2 V; a ii O 5 c + . F` r 3 Aio F --- 7 yz as a <F n i'al ;aE E '7 z 3 E 2 -e L\ 3 a r� i i .� 5 :5 E cpe e -a� 9L i fa €i. 4a a a._ a_€c _ a Fs 3245::S zgs ®• ig95 C 1.!2 -7'13_57.1 S22 ri =-'`cc-< r�-vj t ;S II s ie j1- it®— +ya r56 ca � : E� a °G3.y� { x [[9 E .: 3 . 1e .b.-74 S e7 S F S a i5i Fk.a .® r ' S ? 37.°s a F, 3 6c ,, _ L , a �- 1 �? 3 -"7-454:35:"37i� "st S 5_ Ge S x -i 1 n i' i ,f a 'F� 4'e � L 3 c U III D ® 0fn y { � y�9 a 3 z z a ?FLata ° o L a 11i :i 'e 5 2- Lt ;-C p_ a� i - ' 5 'ft r 7s- a i 3V- 13! asj €a Jr, 2:r: 6,L -I ;' Si 0 E2 '�, i= �Z"=i E:=pIigod ,t l c,; L. S'f 5= .77; " a' p-'a a ^a• VI E _ iii '- G 3' x ya 7 . 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DoouSign Envelope ID:7FC51AD3.0300.4261-8B17.9623678765A0 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall Include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) Testing is not required for additions in which the new construction is less than 85% of the thermal envelope. (R402.4.1.2, Florida Energy Code) ❑ If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 10/14/2020 4:32:49 PM EnergyGauge®USA 6.0.04(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 APLICATION NUMBER: 19 - 585 Sep 3th, 2020 ATTACH DOCUMENTS: A. STRUCTURAL CALCULATIONS. B. NOA-FRENCH DOORS. C. NOA-OUTSWING STL DOORS. D. NOA-SINGLE HUNG WINDOWS. E. NOA-GARAGE DOORS. F. NOA-SLIDING GLASS DOORS. G. TRUSS STRAPS CUT SHEETS. H. PRODUCT APPROVAL REVIEW FORM. (FOR EXTERIOR DOORS AND WINDOWS. I. 20 MIN. FIRE RATED DOOR (DOOR # 5). Page I of 6 AP 4# ILI- --c_- Macamind v2333 Software Developer: Meca Enterprises Inc., www.meca.biz, Copyright E 201E Calculations Prepared by: Date: May 25, 2020 FileLocation : C:\AKC\SLOPE-1.wnd Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category = C Wind Design Speed = 170.0 mph Risk Category = II Structure Type = Building Building Type = Enclosed General Wind Settings Incl LF = Include ASD Load Factor of 0.6 in Pressures = True DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft SDB = Simple Diaphragm Building = False Reacs = Show the Base Reactions in the output = False 0 Kd = Override the Directionality Factor 'Kd' = 1 MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor = 1.000 Building Inputs RoofType: Building Roof Type = Hipped W : Width Perp to Ridge = 60.000 ft L : Length Along Ridge = 70.000 ft EHt : Eave Height = 18.170 ft Hip : Ridge Hipped Length = 10.000 ft RE •: Roof Entry Method = Slope Slope : Slope of Roof = 4.0 :12 Theta : Roof Slope = 18.43 Deg Par : Is there a Parapet = False Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 9.500 Zg: Const from Table 26.9-1= 900.000 ft At: Const from Table 26.9-1= 0.105 Bt: Const from Table 26.9-1= 1.000 Am: Const from Table 26.9-1= 0.154 Bm: Const from Table 26.9-1= 0.650 C: Const from Table 26.9-1= 0.200 Eps: Const from Table 26.9-1= 0.200 Overhang Inputs: Std = Overhangs on all sides are the same = True OHType = Type of Roof Wall Intersections = Overhang OH = Overhang of Roof Beyond Wall = 2.000 ft Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: fiiiiiiiiii OS r M Mi fii p f1 • L el .1 \0P d,� � ! o��y0iR3i '� ' a , • -.7;754. 0 , I . B , it ul EHt = Eave Height = 1"8. 0Kt ••••..•••••. \�J Hilt = Ridge Height = 28:i ^[ hh= Mean Roof Height: 0.5'(EHt+RHt) = 23.170, 1Sl 1.. ,•r`(=4: Zh = Mean Roof Height for Kh: h + Base Dist = 23.170 ft Kh = Since 15 ft [4.572 m] < Zh < 2g --> 2.01 • (Zh/zg)"(2/Alpha) = 0.930 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor Manually Specified by Designer = 1.00 file:///C:/Users/t 112/AppData/Roaming/MecaWind/SelectedAnalysis.html 5/25/2020 Page 2 of 6 GCPi = Ref Table 26.11-1 for Enclosed Building = +/-0.18 RA = Roof Area = 4992.18 sq ft LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 * Kh • Kzt * Rd • V^2) * LF = 41.29 psf qin = For Negative Internal Pressure of Enclosed Building use gh•LF = 41.29 psf qip = For Positive Internal Pressure of Enclosed Building use gh'LF = 41.29 psf Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 • Ht = 15.000 ft Izm = Cc * (33 / Zm) " 0.167 = 0.228 Lzm = L * (Em / 33) ^ Epsilon = 427.057 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)"0.63))"0.5 = 0.904 G2 = 0.925•((1+1.7•lzm•3.4•Q)/(1+1.7'3.4'lzm)) = 0.874 Gust Factor Used in Analysis G = Lessor Of Cl Or G2 = 0.850 !MFRS Wind Normal to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 23.170 ft RHt = Ridge Height Of Roof = 28.170 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 70.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 60.000 ft L/B = Ratio Of L/B used For Cp determination = 0.857 h/L = Ratio Of h/L used For Cp determination = 0.386 Slope = Slope of Roof = 18.93 Deg OH_Bot_-Y = Overhang Bottom Surface (Windward Only) = 0.8, 0.8 OH Top +Y = Overhang Top +Y (Leeward) _ -0.57, -0.57 OH_Top -Y = Overhang Top Windward Edge = 0.03, -0.43 OH_X_1 = Overhang Top +/-X Coeff (0 to h) (0.000 ft to 23.170 ft) = -0.18, -0.9 OH_X 2 = Overhang Top +/-X Coeff (0 to h) (0.000 ft to 23.170 ft) = -0.18, -0.9 OH_X_3 = Overhang Top +/-X Coeff (h to 2h) (23.170 ft to 46.390 ft) = -0.18, -0.5 OH_X 4 = Overhang Top +/-X Coeff (h to 2h) (23.170 ft to 46.340 ft) = -0.18, -0.5 OH_X_5 = Overhang Top +/-X Coeff (>2h) (>46.340 ft) = -0.18, -0.3 OH_X_6 = Overhang Top +/-X Coeff (>2h) (>46.340 ft) = -0.18, -0.3 Roof_LW = Roof (Leeward) _ -0.57, -0.57 Roof WW = Roof (Windward) = 0.03, -0.43 Roof X 1 = Roof +/-X Coeff (0 to h) (0.000 ft to 23.170 ft) _ -0.18, -0.9 Roof-X 2 = Roof +/-X Coeff (0 to h) (0.000 ft to 23.170 ft) = -0.18, -0.9 Roof X 3 = Roof +/-X Coeff (h to 2h) (23.170 ft to 46.340 ft) = -0.18, -0.5 Roof X 4 = Roof +/-X Coeff (h to 2h) (23.170 ft to 46.340 ft) = -0.18, -0.5 Roof X 5 = Roof +/-X Coeff (>2h) (>96.390 ft) _ -0.18, -0.3 Roof_-X-6 = Roof +/-X Coeff (>2h) (>46.340 ft) = -0.18, -0.3 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient Using L/B = -0.50 Cp_SW = Side Wall Coefficient (All L/B values) = -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) _ -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure' ft psf psf psf psf psf psf psf 18.17 0.884 1.000 39.23 0.18 19.25 -24.98 -32.00 44.23 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Elev Hz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf • 18.17 0.884 1.000 39.23 -0.18 34.11 -10.12 -17.14 49.23 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256'Kz'Kzt'Kd'V"2 GCPi = Internal Press Coefficient Side = qh • G ' Cp_SW - qip • +GCPi Windward = qz • G • Cp_WW - qip • +GCPi Leeward = qh • G • Cp_LW - qip • +GCPi Total = Windward Press - Leeward Press Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface file:///C:Nsers/t I I2/AppData/Roaming/MecaWind/SelectedAnalysis.htmI 5/25/2020 Page 3 of 6 Roof Wind Pressures for Positive L Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min' Pp_min' Pn_max Pp_max ft ft psf psf psf psf OH_Bot_-Y N/A N/A 0.800 0.800 0.000 28.08 28.08 28.08 28.08 OH_Top_+Y N/A N/A -0.570 -0.570 0.000 -20.01 -20.01 -20.01 -20.01 OH Top -Y N/A N/A 0.030 -0.430 0.000 1.05 1.05 -15.09 -15.09 OH X 1 (+X) 0.000 23.170 -0.180 -0.900 0.180 1.11 -13.75 -24.16 -39.02 OH X 2 (-X) 0.000 23.170 -0.180 -0.900 0.180 1.11 -13.75 -24.16 -39.02 0H X 3 (+X) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 OH X 4 (-X) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 01417_5 (+X) 46.340 64.000 -0.180 -0.300 0.180 1.11 -13.75 -3.10 -17.96 OH_X 6 (-X) 46.340 64.000 -0.180 -0.300 0.180 1.11 -13.75 -3.10 -17.96 Roof LW N/A N/A -0.570 -0.570 0.180 -12.57 -27.44 -12.57 -27.44 Roof WW N/A N/A 0.030 -0.430 0.180 8.49 76.38 -7.66 -22.53 Roof X 1 (+X) 0.000 23.170 -0.180 -0.900 0.180 1.11 -13.75 -24.16 -39.02 Roof_X_2 (-X) 0.000 23.170 -0.180 -0.900 0.180 1.11 -13.75 -24.16 -39.02 Roof_X_3 (+X) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 Roof_X 4 (-X) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 Roof_X 5 (+X) 46.340 62.000 -0.180 -0.300 0.180 1.11 -13.75 -3.10 -17.96 Roof X 6 (-X) 46.340 62.000 -0.180 -0.300 0.180 1.11 -13.75 -3.10 -17.96 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp_max = gh'G'Cp max - qip'(+GCPi) Pn max = gh'G'Cp_max - qin'(-GCpi) Pp_min* = qh-GCp min - qip'(+GCPi) Pn_min* = gh'G'Cp_min - qin'(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical ' The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MFRS Wind Parallel to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 23.170 ft RHt = Ridge Height Of Roof = 28.170 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 60.000 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 70.000 ft L/B = Ratio Of L/B used For Cp determination = 1.167 h/L = Ratio Of h/L used For Cp determination = 0.331 Slope = Slope of Roof = 18.43 Deg Hip End_1 = Hipped End Coeff (0 to h) (0.000 Et to 23.170 ft) _ -0.18, -0.9 Hip_End_2 = Hipped End Coeff (h to 2h) (23.170 ft to 46.340 ft) _ -0.18, -0.5 Hip End_3 = Hipped End Coeff (h to 2h) (23.170 ft to 46.340 Et) _ -0.18, -0.5 Hip_End_4 = Hipped End Coeff (>2h) (>46.340 ft) _ -0.18, -0.3 OH Bot = Overhang Bottom (Windward Face Only) = 0.8, 0.8 OH_Top_1 = Overhang Top Coeff (0 to h/2) (0.000 ft to 11.585 ft) = -0.18, -0.9 OH_Top_2 = Overhang Top Coeff (0 to h) (0.000 ft to 23.170 ft) _ -0.18, -0.9 OH_Top_3 = Overhang Top Coeff (0 to h) (0.000 ft to 23.170 ft) _ -0.18, -0.9 OH Top 4 = Overhang Top Coeff (h to 2h) (23.170 ft to 46.340 ft) OH Top_5 = Overhang Top Coeff (h to 2h) (23.170 ft to 46.340 ft) _ -0.18, -0.5 OH_Top_6 = Overhang Top Coeff (>2h) (>46.340 ft) = -0.18, -0.3 OH_Top_7 = Overhang Top Coeff (>2h) (>46.340 ft) _ -0.18, -0.3 OH Top_8 = Overhang Top Coeff (>2h) (>46.340 ft) = -0.18, -0.3 Roof_l = Roof Coeff (0 to h) (0.000 ft to 23.170 ft) _ -0.18, -0.9 Roof_2 = Roof Coeff (0 to h) (0.000 ft to 23.170 ft) _ -0.18, -0.9 Roof_3 = Roof Coeff (h to 2h) (23.170 ft to 46.340 ft) = -0.18, -0.5 Roof_4 = Roof Coeff (h to 2h) (23.170 ft to 46.340 ft) _ -0.18, -0.5 Roof_5 = Roof Coeff (>2h) (>46.340 ft) _ -0.18, -0.3 Roof_6 = Roof Coeff (>2h) (>46.340 ft) Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient Using L/B = -0.47 Cp_SW - Side Wall Coefficient (All L/B values) _ -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) _ -1.00 Wall Wind Pressures based On Positive Internal Pressure (+GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Rz Kit qz GCPi Windward Leeward Side Total Minimum fi le:///C:/Users/t I I2/AppData/Roaming/MecaW ind/SelectedAnalysis.html 5/25/2020 Page 4 of 6 Press Press Press Press Pressure' ft psf psf psf psf psf psf psf 18.17 0.884 1.000 39.23 0.18 19.25 -23.81 -32.00 43.06 9.60 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure' ft psf psf psf psf psf psf psf 18.17 0.884 1.000 39.23 -0.18 34.11 -8.95 -17.14 43.06 9.60 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.O0256'Kz'Kzt'Kd'V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip ' +GCPi Windward = qz * G. * Cp_WW - qip • +GCPi Leeward = qh ' G * Cp_LW - qip ' +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.4.7 no less than 9.60 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive 6 Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 0.6 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn min' Pp min' Pn_max Pp_max ft ft psf psf psf psf Hip End 1 (-X) 0.000 23.170 -0.180 -0.900 0.180 1.11 -13.75 -24.16 -39.02 Hip End_2 (+X) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 Hip End_3 (-X) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 Hip_End_4 (+X) 46.340 72.000 -0.180 -0.300 0.180 1.11 -13.75 -3.10 -17.96 OH_Bot N/A N/A 0.800 0.800 0.000 28.08 28.08 28.08 28.08 OH Top l (-X) 0.000 11.585 -0.180 -0.900 0.000 -6.32 -6.32 -31.59 -31.59 OH Top_2 (-Y) 0.000 23.170 -0.180 -0.900 0.000 -6.32 -6.32 -31.59 -31.59 OH_Top_3 (+Y) 0.000 23.170 -0.180 -0.900 0.000 -6.32 -6.32 -31.59 -31.59 OH_Top_4 (-Y) 23.170 46.340 -0.180 -0.500 0.000 -6.32 -6.32 -17.55 -17.55 OH_Top_5 (+Y) 23.170 46.340 -0.180 -0.500 0.000 -6.32 -6.32 -17.55 -17.55 OH Top_6 (+X) 46.340 74.000 -0.180 -0.300 0.000 -6.32 -6.32 -10.53 -10.53 OH Top_7 (-Y) 46.340 74.000 -0.180 -0.300 0.000 -6.32 -6.32 -10.53 -10.53 OH Tops (+2) 46.340 74.000 -0.180 -0.300 0.000 -6.32 -6.32 -10.53 -10.53 Roof_l (+2) 0.000 23.170 -0.180 -0.900 0.180 1.11 -13.75 -24.16 -39.02 Roof_2 (-2) 0.000 23.170 -0.180 -0.900 0.180 1.11 -13.75 -24.16 -39.02 Roof_3 (+Y) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 Roof_4 (-Y) 23.170 46.340 -0.180 -0.500 0.180 1.11 -13.75 -10.12 -24.98 Roof_5 (+Y) 46.340 72.000 -0.180 -0.300 0.180 1.11 -13.75 -3.10 -17.96 Roof_6 (-2) 46.340 72.000 -0.180 -0.300 0.180 1.11 -13.75 -3.10 -17.96 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min = smallest Coefficient Magnitude Pp max = gh'G'Cp_max - qip-(+GCPi) Pn_max - qh*G-Cp_max - qin'(-GCpi) Pp_min' - gh'GCp_min - qip'(+GCPi) Pn min' = gh'G'Cp min - qin-(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge 2 = Vertical ' The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Components And Cladding (C&C) Calculations per Ch 30 Part 1: file:///C:/Users/t I I2/AppData/Roaming/MecaWind/SelectedAnalysis.html 5/25/2020 Page 5 of 6 Roof tot \� shown ;5 21122112 51 f� i i 4ve ai ; 1 ,2 5 2: R'aOsa Hip Roof i<8<=27, a EHt = Have Height v 18.170 ft RHt = Ridge Height = 28.170 ft h = Mean Roof Height: 0.5•(EHt+RHt) = 23.170 ft Zh = Mean Roof Height for Kh: h + Base Disc = 23.170 ft Kh = Since 15 ft (4.572 m) < Zh < Zg --> 2.01 • (Zh/2g)^(2/Alpha) = 0.930 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor Manually Specified by Designer = 1.00 GCPi = Ref Table 26.11-1 for Enclosed Building = +1-0.18 LF = Load Factor based upon ASD Design = 0.60 qh = (0.00256 • Kh • Kzt • Kd • )/^2) • LF = 41.29 psf LHD = Least Horizontal Dimension: Min(B, L) = 60.000 ft al = Min(0.1 • LHD, 0.4 • h = 6.000 ft a = Maxlal, 0.04 • LHD, 3 ft (0.9 m]) = 6.000 ft Wind Pressures for C6C Ch 30 Pt 1 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCp GCp p p Rule Fig Max Min Max Min ft ft ft sq ft psf psf 10 sq. ft 1 3.160 3.160 9.99 No 30.4-28 0.500 -0.900 28.08 -44.60 20 sq. ft. 1 4.470 4.470 19.98 No 30.4-28 0.440 -0.870 25.60 -43.36 50 sq. ft. 1 7.070 7.070 49.98 No 30.4-28 0.360 -0.830 22.31 -41.71 100 sq. ft. 1 10.000 10.000 100.00 No 30.4-2B 0.300 -0.800 19.82 -40.47 10 sq. ft 2 3.160 3.160 9.99 No 30.4-28 0.500 -1.700 28.08 -77.63 20 sq. ft. 2 4.470 4.470 19.98 No 30.4-2B 0.440 -1.550 25.60 -71.43 50 sq. ft. 2 7.070 7.070 49.98 No 30.4-2B 0.360 -1.351 22.31 -63.20 100 sq. ft. 2 10.000 10.000 100.00 No 30.4-28 0.300 -1.200 19.82 -56.99 10 sq. ft 3 3.160 3.160 9.99 No 30.4-28 0.500 -1.700 28.08 -77.63 20 sq. ft. 3 4.470 4.470 19.98 No 30.4-2B 0.440 -1.550 25.60 -71.43 50 sq. ft. 3 7.070 7.070 49.98 No 30.4-28 0.360 -1.351 22.31 -63.20 100 sq. ft. 3 10.000 10.000 100.00 No 30.4-2B 0.300 -1.200 19.82 -56.99 10 sq. ft 4 3.160 3.160 9.99 No 30.4-1 1.000 -1.100 48.73 -52.86 20 sq. ft. 4 4.470 4.470 19.98 No 30.4-1 0.947 -1.047 46.54 -50.66 50 sq. ft. 4 7.070 7.070 49.98 No 30.4-1 0.877 -0.977 43.63 -47.76 100 sq. ft. 4 10.000 10.000 100.00 No 30.4-1 0.823 -0.923 41.44 -45.57 200 sq. ft 4 14.140 14.140 199.94 No 30.4-1 0.770 -0.870 39.24 -43.37 500 sq. ft. 4 22.360 22.360 499.97 No 30.4-1 0.700 -0.800 36.34 -40.47 10 sq. ft 5 3.160 3.160 9.99 No 30.4-1 1.000 -1.400 48.73 -65.25 20 sq. ft. 5 4.470 4.470 19.98 No 30.4-1 0.947 -1.294 46.54 -60.86 50 sq. ft. 5 7.070 7.070 49.98 No 30.4-1 0.877 -1.153 43.63 -55.05 100 sq. ft. 5 10.000 10.000 100.00 No 30.4-1 0.823 -1.047 41.44 -50.66 200 sq. ft 5 14.140 14.140 199.94 No 30.4-1 0.770 -0.941 39.24 -46.27 500 sq. ft. 5 22.360 22.360 499.97 No 30.4-1 0.700 -0.800 36.34 -40.47 Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length GCp = External Pressure Coefficients taken from Figures 30.4-1 through 30.4-7 p = Wind Pressure: gh•(GCp - GCpi) (Eqn 30.4-1]• 'Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf (0.460 kPa) (Includes LF) For hip roofs with 7 Deg < Theta <= 27 Deg, edge strip and ridge press apply to each hip Per Fig 30.4-2B Note 6, Hip roofs with <= 25 Deg, Zone 3 shall be treated as Zone 2 Components and Cladding (CLC) Overhang Calculations per Section 30.10: file:///C:/Users/t I I 2/AppData/Roarning/MecaW ind/SelectedAnalysis.htrnl 5/25/2020 Page 6 of 6 • ai ' 2t -- �2 ' Roofm shown •5 ' 21 ; 22i12 51 wallsHi , n Rd oo <Oc=2; a Wind Pressures for CiC per Section 30.10 i Figure 30.4-2 All wind pressures include a load factor of 0.6 Description Zone Width Span Area 1/3 Ref GCpi GCp GCp p p Length Rule Fig ♦/- Max Min Max Min ft ft ft sq ft psf psf 10 sq. ft 2_0H 3.160 3.160 9.99 No 30.4-28 0.00 0.000 -2.200 9.60 -90.85 20 sq. ft. 2_08 4.470 4.470 19.98 No 30.4-28 0.00 0.000 -2.200 9.60 -90.85 50 sq. ft. 2_0H 7.070 7.070 49.98 No 30.4-28 0.00 0.000 -2.200 9.60 -90.85 100 sq. ft. 2_0H 10.000 10.000 100.00 No 30.4-28 0.00 0.000 -2.200 9.60 -90.85 10 sq. ft 3_0H 3.160 3.160 9.99 No 30.4-28 0.00 0.000 -3.700 9.60 -152.79 20 sq. ft. 3_08 4.470 4.470 19.98 No 30.4-28 0.00 0.000 -3.339 9.60 -137.89 50 sq. ft. 3 OH 7.070 7.070 49.98 No 30.4-28 0.00 0.000 -2.861 9.60 -118.16 100 sq. ft. 3 0H 10.000 10.000 100.00 No 30.4-28 0.00 0.000 -2.500 9.60 -103.24 4_OH = Zone 4 on Overhang with Zero Internal Pressure (GCPi = 0) Area = Span Length x Effective Width 1/3 Rule = Effective width need not be less than 1/3 of the span length p = Wind Pressure: qh*(GCp - GCpi)•LF [Eqn 30.4-1]• *Per Para 30.2.2 the Minimum Pressure for CSC is 9.60 psf [0.460 kPa) (Includes LF) Values of GCp for overhangs include contributions from both upper and lower surfaces. file:///C:/Users/t 112/AppData/Roaming/Meca W ind/SelectedAnalysis.htm I 5/25/2020 • App J9 5g5 MIAMFQADE MIAMI-DADE COUNTY COUNTY 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.aov/economy Lawson Industries,Inc. - 8501 N. W.90th Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"La Porte"Aluminum Outswing French Doors w/Sideites-Non Impact APPROVAL DOCUMENT: Drawing No. FD-1075.2 Rev#C, titled"La Porte", Outswing French Door",sheets l through 6 of 6,prepared by the manufacturer, dated 05/05/99 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, 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: Approved Hurricane Protection Devices Complying w/FBC ,as applicable,are required Limitations: 1. See design Pressure chart and limitations in sheets 1. 2. See 5/16"Elco Ultracon specification in sheet 2. See Optional frame Head/jambs installation in sheet 6: 3. Glazing Vinyl item#12 shall meet material properties listed per compound 7200-75 & 7267-75 per sheet 5. 4. Applicable door egress requirement to be reviewed by Building official. r ; ,: LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state a-nd series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filedand 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 wiih'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 Hy 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 manufactttier'or its distributors and shall be available for inspection at the job site at the request of the Building Official. • This NOA revises NOA # 17-0918.02 and consists of this page 1 and evidence pages-E-1 & E-2,as well as approval document mentioned above. \ - - - The submitted documentation was reviewed by !shag L Chanda, P.E. MIAMFDADE COUNTYNOA No. 17-1212:10 APPROVED Expiration Date: September 13,2022 Approval Date:`.January 25,2018 I,�`1t Page 1 m r 1 i=yy a� ta P o f w 4 eD V s w g w L w w � �oL >11 s Do DI o .c ; Sp m u O fl O.O O m 6�C aU 6p a maw d9 ,01.. i I W - "� 2 O w I- u u u �� L Q V O L Y K wit: • c V S A a C : oa _ oc Iv I 3 $ $ °u � y m I!Lfl aU • ' Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files referenced below) 2. Drawing No. FD-1075.2 Rev#C, titled"La Porte", Outswing French Door", sheets 1 through 6 of 6, prepared by the manufacturer, dated 05/05/99 and last revised on FEB 24, 2015, signed and sealed by Thomas J. Sotos, P.E. B. TESTS (Submitted under files #14-0908.06/#12-0127.02/#08-0513.07) 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of aluminum outswing French door(XX verification unit), prepared by Hurricane Engineering& Testing, Inc.. Test Reports No. HETI-07- 2139 issued on 03-04-08 and revised & reissued on July 01, 2008, signed & sealed by Candido Font, P. E. 2. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked-up drawings and installation diagram of an aluminum French door w/sidelites, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-06-4017 issued on 08-04- 06 & revised & reissued on 12/1106, signed & sealed by Rafael E. Droz-Seda, P. E. 3. Additional Test reports Test Reports No. FTL-1291,per SFBC, PA 202-94, issued on 12-27-95 and reissued on 07-26-1996 by Fenestration Testing lab. C. CALCULATIONS 1. Statement letter dated 09/02/14 for compliance to FBC 2014, prepared, signed and sealed by Thomas J. Sotos, P. E 2. Anchor verification calculations dated 03/27/12, prepared, signed and sealed by Thomas J. Sotos, P. E. (Submitted under file# 12-0127.02) 3. Comparative analysis calculation dated 07-01-08, prepared, signed and sealed by Thomas J. Sotos, P. E. (Submitted under file# 08-0513.07). 4. Glazing complies w/ASTME-1300-02,-04 &-09. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Technical data sheet of flexible vinyl compound BVC 7267-75 & BVC 7200-75, published by Bayshore Vinyl Compounds Inc. icG 1_ u1' -J _. - �aq 1.Chanda,P.E. Product Control Examiner NOA No. 17-1212.10 Expiration Date: September 13,2022 Approval Date: January 25,2018 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter dated May 26, 2017 for compliance to FBC 2014 (5th edition), prepared, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter dated 09/02/2014 for compliance to FBC 2014 (5'h edition), prepared, signed and sealed by Thomas J. Sotos, P. E. (Submitted under files #14-0908.06) 3. Laboratory compliance statement, part of above referenced test reports. G. OTHER 1. This NOA renews NOA # 14-0908.06, expiring on Sep. 13, 2022. 2. Test proposals 02/27/07 & dated 11/15/05 approved by BCCO. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-1075.2 Rev#C, titled "La Porte", Outswing French Door", sheets I through 6 of 6, prepared by the manufacturer, dated 05/05/99 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Sotos, P.E. Note: This revision consist of editorial changes of FBC 17 (6t Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6'h Edition) and "No financial interest"dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 17-0918.02, expiring 09/13/22. Ishaq I. Chanda,P.E. Product Control Examiner NOA No. 17-1212.10 Expiration Date: September 13,2022 Approval Date: January 25,2018 E-2 I I .�.O XOH N lNI'' J/1 LI }J® mo a �i �U opc dux1Nri 2 LL e of . $ = E � 1 iia=iiiii7 —1 Z 1 -t.4?-111 _ V = N w ° lyBiaH OlQ JOal3 "tow y-. 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I , N g Z F I eaIIN f El bh: 6� G ryI O i + 2 Fn \Bi Y ED11 y6 IrypIpI :R ..r! `����\��� r lir9g �. iI - ' 61 ` \, S p qq _ a a ill5k c4 :'=�y 9 s a 9 ., owe nab a o 9 dgz g I o 1al 4� �d q§ p ot: g ` lf '_fie-'- I ,i r g / �' s8# e' r I ,,, i . a; i till . , 4i I , . Nall_r fit`' pie 'i'ri�i 0 \1 S``` // i k �) fir 45 4 a __-_I psi � i -y 2k 9z AP#- 19 -565 MIAMI MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 203 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.minmidade.eov/economy • Next Door Company - - 1300 N. W. 74th Street Miami,Fl.33147 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 AW (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 "S-6070F" Flush Outswing Steel Doors-Impact APPROVAL DOCUMENT: Drawing No. W 14-41 Rev C titled"Series"S-6070F"Outswing Steel Entrance Door" Sheets I through 8 of 8, prepared by AI-Farooq Corporation, dated 11-24-14 and last revised on JUL 29, 2018, signed and sealed by Javad Ahmad, P. E. bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. All jambs and header to be grout filled with min 3ksi concrete grout. 2. Double door with PHG F9500 Series Rim panic exit device(grade 1)to be used with Philadelphia Haidivare (PHG)9000 series Steel mullion doors with min 3/16"thickness and Fy min=50 ksi strength. 3. Electric function and installation is not part of the approval, to be reviewed by AHJ. 4. Applicable Egress requirement and fire rating is not part of the approval,to be reviewed by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and.series and following statement: "Miami-Dade County Product Control Approved", noted herein. • . - - RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: _ TERMINATION of this NOA will occur after the expiration date or if there has been a'revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as`an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. i 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 manufaciurer or its distributors and shall be available for inspection at the job site at the request of the Building Official; - This NOA revises& rescind NOA# 15-0515.04 and consists of this page 1 and evidence pages E:l:arid E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda,P.E. - MANMADE COUNTY NOA No: IS-0201.11 APPROVED Expiration Date: February 25,2021 Approval Date:;August 09,2018 1��� Pagel 1! • it ma ` � p , .- N 0 d Z 9 L.2 N m v - 0-. e I t O C z A 0 0 n y !--. 9,- C 4 E = 00 Q ?9 a°. . U .9 a. < 60 0.m Oj0L m o m .` c Q . �7o. L lit y tow �� . C 7 V7 ,- 0 O .0 .YO tect o tL .. pp 0 - O,dt1 cc 34tca < � z_ a Zap 00-.711: 0 F Y .. m H c '3 $ 009. H - .tsgo` ciLlo to sti aom a Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W14-41 Rev A titled "S-6070F Out-swing Steel Entrance Door", sheets 1 through 8 of 8, prepared by Al-Farooq Corporation, dated 11-24-14 and last revised on 01/16/16, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0515.04) 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202-94 2)Uniform Static Air Pressure Test Loading per FBCTAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Forced Entry Resistance Test, per FBC TAS 202-94 5) Large Missile Impact Test, FBC TAS 201-94 6)Cyclic Loading Test, per FBC TAS 203-94 along with marked-up drawings and installation diagram of 6070F Outswing Steel Door, by Fenestration Testing Laboratory. Inc., Test Report No. FTL7524 dated 09/26/14, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor calculations and structural analysis per FBC 2014 95th Edition), prepared by Al-Farooq Corporation, dated 04/27/15 and 01/27/16, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. FTL 7524, test sample A-1 & C-1 dated 09/26/14 per ASTM A-370-05 for steel face sheet, prepared by Fenestration Testing lab, signed and sealed by Idahnis Ortega, P.E. 2. Notice of Acceptance No. 07-1107.08 issued to Dyplast Product, LLC (Former Apache Products Company) for"EPS-Expanded Polystyrene Insulation", expiring on 01/11/17 3. Test Report No. 3145021C0Q-004 and Test Report No. 3145021C0Q-005, both dated March 28, 2008, issued by Intertek. to Next Door Company for"RA-24" Batt Fiberglass Insulation for"Self Ignition Temperature Test" per ASTM E-84-08 for smoke density& Flame spread and Surface Burning Characteristics" per ASTMD-1929 respectively. 4. Test Report No. 3145021 COQ-006, dated March 28, 2008, issued by Intertek. to Next Door Company for"RA-24"Batt Fiberglass Insulation for"Rate of Burning" per ASTM D-635-06. F STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, • prepared by Al Farooq Corporation, dated 01/09/2015, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal # 12-1988, dated 01/04/13 approved by RER. ,c1&„ I I `` . Ishaq I.Chauda,P.E. Product Control Examiner NOA No. 18-0201.11 Expiration Date: February 25,2021 Approval Date: August 09,2018 E- 1 Next Door Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W14-41 Rev C titled "Series "S-6070F" Outswing Steel Entrance Door" Sheets 1 through 8 of 8, prepared by Al-Farooq Corporation, dated 11-24-14 and last revised on JUL 29, 2018, signed and sealed by Javad Ahmad, P. E. B. TESTS (Revised) 1. Test reports on 1) Air Infiltration Test, per FBC TAS 202-94 2) Uniform Static Air Pressure Test Loading per FBCTAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4)Forced Entry Resistance Test, per FBC TAS 202-94 5) Large Missile Impact Test, FBC TAS 201-94 6) Cyclic Loading Test, per FBC TAS 203-94 along with marked-up drawings and installation diagram of 6070F Outswing Steel Door, by Fenestration Testing Laboratory. Inc., Test Report No. FTL7524 dated 09/26/14 and revised on 06/29/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2017 (6th Edition), prepared by AI—Farooq Corporation, dated 01/25/18 and last revised on 07/06/18, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. 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( .I - /r;ern 3 IuomL saPTaouou : $e NOLLVUOdtl00 0OOtltltltl k000 01NWN3 1335 ONUS-1110 3OL09- / :ruouai ( r'-iz-ii :•99 WI 1111/1 ‘`‘k‘v1v 14g41fr @ 911% EgNY t;._,--i tJt� C.yp/ eee" 1 1 lea 1---- _ W 0 i e J '" V ,I I l oJ1l 0 11 o 7-7 i Plir C.:- 9i s 1 n o R O I__': a l n 1 1 1a l L_I 7_ !II —� g � W L_ __ It l_§ t - , 4 o w o li xm � I � ,1 � i C:1 3-1 15 - r. R o o i a _ = a ta W gg I IO. A? I 9-555 MIAMI-RADE MIAMI-DARE COUNTY COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eco Window Systems,LLC 8502 NW 80 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County REk - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AI-U). 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"150"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing•No. W18-49D, titled "Series-150 Alum. S.H. Wdw. (L.M.1.)", sheets 1 through 8 of 8, dated 04/23/18, with revision "A" dated 06/05/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant _ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. • RENEWAL of this NOA shall be considered after a renewal application hasbeeled and`;there has been no change in the applicable building code negatively affecting the performancen filed of this product: :- c TERMINATION of this NOA will occur after the expiration date or if there bas been a revisionor change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an.eridorsement 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 manafactlrrer or: distributors and shall be available for inspection at the job site at the request of the Building:Official.' This NOA consists of this page 1 and evidence pages E-1, as well as approval Iocum'ent mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. • • - _ s • 2 - 06'U3 12,°18 NOA No-'18-0503:01 MIAMFDADE COUNTY Ex iration Date: Jul 05 2023 APPROVED� � P, , y'. , , Approval Date: July 05,2018 Page 1 \( ) :4 i3- \ | ■ ems ;\k) ° t | & \] }f% # §/ ' 0. .t., tk | m§ 2 r < ) Ik (} »r ] -04- j( . \o\! )� \f\ au i)} �ao a= k( k§E X2 e2 I: I 499 § etc {ƒ}� f j■\ , - - - u 2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W18-49D, titled "Series-150 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 8 of 8, dated 04/23/18, with revision "A" dated 06/05/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 installation diagrams of 53 1/8" wide x 96"high and 53 1/8" wide x 76" high (LMI), Series 150 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9886, dated 02/08/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-6th Edition (2017), dated 03/23/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers"dated 12/28/17, expiring on 07/04/23. 2. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-6" Edition (2017), and of no financial interest, dated March 30, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. None. Slrang Zhao,P.E. Product Control Examiner NOA No. 18-0503.01 Expiration Date: July 05,2023 Approval Date: July 05,2018 E- I • c:33-06.-91"Nv-01o0— �•7� YlmC1i19001en O0tnoe Woel� Lobs-S99(SOP) rrl setsKi (131 -aL311 ------- ��I( y w� c O m NSW 71 r.3) tate r°luov'Irmw 99 Lit "u '1310311 -- - r c 01 .-I } oR 3urw�yy°y � 133x15 4308 M'N ZOSB l °IN'i :4 n a o. L ejurdwe312 ni"Wu°wins°°" •OT $W31SAS MOONIM 003 ...0.3.i ,3. u,wso . 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Ls I_1I 0 0 0 0 • .001 3-aer-BIViro-ano3 � toes-s°°(ca) xre sett-see(GOO in = _ f y¢,w1 o a 01 eteeiY SOO TVA mcewemeclw 991ff li ',13103% ) m' I (nrc "N'YJ1 EMT YU4a14'IWYIW 177819 4109 'AVN ZO59 --- �44ni b o) ¢ Cn �', 13 OR 31MS 3Aua"MOM mee m ur3weo13eTa ixlaoeeoamxae3 '011 'SW33SAS MOUNIM 003 u sve MIK,CA hl V (.1 ".e/1 IF°j- e ! 9 !IOC OOo8vi itl ( (1'n'1) 'MON ON0H Doris EnvOSI-574!35 1� —"i' ' I°13.10U 15 " °o 0. fI __ I¢u0iK� YlKC-N +�W e `\`%%%%%%11 j'l,,,,, Ptip � c;o_ y--- • \ fl`�p3 `\ -_-a Nov Htitee rita 'Jr ( \ \-11 *=14, IA 1\1 F Er \ \� 1 vi "7' MI '1M MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEP •TMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOA_`W AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.mismidade.aov/etonomy Aman Garage Doors 165 Carriage Court Winston-Salem,NC 27105 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(AID). 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 MD(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: Model 950 Heritage& 655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 9',-0"Wide(DP+54A,-62.0 PST) APPROVAL DOCUMENT: Drawing No. IRC-9509-185-15-I,titled"Model 950 Heritage and Model 655 Oak Summit(24ga) 1000,2000 Short,hong,Flush and Oak Summit Panels",sheets 1 through 3 of 3,dated 04/06/2007,with revision D dated 12/02/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,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, 3800 Greenway Circle,Lawrence, Kansas,model 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 thedoor'A 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 unchange-in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as at endorsement of any.product,for sales;advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any_seeaon;'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 bedone in its entirety. - INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distrillutors abd shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0517.09 and consists of this page 1 and evidence page Irl &E-2, as:well:as approval document mentioned above. _ _ >, The'submitted documentation was reviewed by Ishaq I.Chanda,P.E. • • t"-• = NOANo:17-1010.26 • WADE COUNT( / APPROVED i�Ptration Oate:Setae-inner 612022 _ 9(, l Approval Date:December 28,2017 tC � i, .:page1 121" :12 _ • • • ±\ f= g . . /� . h 2 g \ • . U) /2\� ? . . . - � > | 23 | 2> . . . }i " 40 ' lo . m ]§ 2 :iR n fl • \§ ; • ! of (c$ • , 22.2ahc �0 4.9 ) >u] 0 } k` t )/ § # 2 .: .k7- | Em �P . ► q - 585 Amarr'Garaee Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. ;Evidence submitted in previous files A. ',DRAWINGS "Submitted under NOA #12-0228.07" r 1. Drawing No. IRC-9509-185-15-I,titled"Model 950 Heritage and Model 655 Oak Summit(24ga) 1000,2000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3,dated 04/06/2007,with revision D dated 12/02/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine, P.E. B. I TESTS "Submitted under NOA # 12-0228.07" I 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 &ASTM B117, prepared by Architectural Testing, Inc.,Test Report#A7420.01-106-18,dated 04/12/2011, signed and sealed by Joseph A. Reed,P.E. 2. Test report on Forced Entry Test per FBC,TAS 202-94,prepared by American Test Lab, Inc.,Test Report#ATLNC 0912.01-11,dated 10/13/2011, signed and sealed by David W. Johnson,P.E. "Submitted under NOA#12-0228.09" "Submitted under NOA # 07-0928.11" f 3. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door,prepared by American Test.TKab, Inc., Report# ATLNC 0312.02-07,dated 05/04/07, signed and sealed by DavidW. Johnson,P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by Hurricane Engineering&Testing Inc.,Report#HETI-07-T684, dated 04/19/2007, signed and sealed by Candido F. Font,P.E. C. ; CALCULATIONS "Submitted under NOA #12-0228.07" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine,P.E. D. i QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. ; MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition(2014) FBC and of no financial interest issued by Structural Solutions,PA.,dated 05/08/2017, signed and sealed by Tomas L. Shelmerdine, P.E. I st.S • Ishaq I.Chanda,P.E. • Product Control Examiner NOA No. 17-1010.26 Expiration Date:September 6,2022 • Approval Date:December 28,2017 ►` E-1 Aman4Gara¢e Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. ;New Evidence submitted. A. ilDRAWINGS i 1. None. B. CALCULATIONS 1. None C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). D. r MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6t°Edition) dated 09/11/17,prepared, signed and sealed by Thomas L. Shelmerdine,P.E. F. i OTHER 1. This NOA revises NOA 1117-0517.09,expiring 09/06/22. • u„..1\ L14.,�.— Ishaq I.Glenda,P.E. Product Control Examiner NOA No.17-1010.26 Expiration Date:September 6,2022 Approval Date:December 28,2017 E-2 f• • I K t. I ., I 9 I. I I l 1 r� m 1 se. W VI.L.•Im M1.n[N ?SW s.if zai ski!. ' nil a(� 4 rim a1 n DURO® via.vR•1+',nerc nor w i .""i.11g7i lira'IPex%Iw 'Ism �7 .:021201R,,,CUCSI IND•Y'NTA' .Oi l' ���.y T(Wp 1w Tiy'n 14R mY Ll ICP M WU C fYPGm➢ vvr[taimaWY © 1u1- .-'... ..e i .-.0 PRODUCT 1.e—I m IF®YW 1Y P 1115.1®A] P M YtiW L. wOIMOmt L■��`` smP 1uA�gm OE.O. ®1 Lora m ■ el®.I- 1 .. cm N�co le pmTwe �mlv'm: Rol'-uo m O UT RPM �o.a L°"N.W&lo1 a. amP6Oe mueilrTRP wACOPSE Mow El mNa nwm wensA OB Do•�m�e� NM mel P(Y UMW a opl ID®I-1©�I 'i bur ousts • LOA: O :CO U ae'P'enma=T PILO I NO 1 _=-"a!!.=21,22 .1! TA .i Or A FA//ct a arm interim lmmm awl a Moo I— ©�'-_��I• 'r� Ly xlrz ata u1�'mMOCEMENMOM/w e>Caccoll fat"11 wum • f0 MmJ,K.mMO NS katc.A'9Nm A m Mine W ALL COLS UPC TO!Dap II alai PANTIE WOO NM 1 N002 d ACGPIA al F W4 l a e acme 10 n I�j Q:'�;�I. -V.7• ••"I•.:I..e.. ae ON A 0AANO1e mnm AMM 'ma ln0..SO PAM ASV iT _ - F N:..' TE.wI Ae)n. LLCM 3 WN1R.r\O n K 1[et `;...1.-L:I�„1�- P1�•:•• IY.Y ' ••• I•. .i...- © liAll•AClUe01*DLL TOMO SI?O3 t*TO lila'11N11 MO OO Pitt= e w STRUTS I1I 1mm1,CCU AT Tel?NM.PmP Mir.Rl rAPN6 AND •0O0[DIYATlm CO N.=Tat 0a!Yd Iv1Mo RimmTK M A Ot 545L•RT su MOM l m...001YY VSC3 10 mfiCPig CODA AP hN DIM WAIT!aCal 10 F mn I��1 c�a LiHIP18�8$878 ir4 /. •• ti , .® o e:moa® v b vr, ®_�!, !D e.s ,,,.. J r W 6Y r� aWIt no VH 8 .m1N1��.p1. I oiTaa®m roam �Z r 1 n1® lase Ok Ina nits �!Y,WitA`iM=mew vQ v 1 .O '+ lkd. 4 � o wa =G�no wu.+e r.1 ew.v.vr as rams __ mope. S f I ; X IlMfor vo ma ro ff.GION w-w(90F NF'N1 y BTT �v (p..yy�}�' i.pylr. (� au e.ml /ilk waw e \Alolfcap Y4."sWN a �.��j 1 ISO I.7n 1dI.W Q... `IO° ylN p� 1gjr (NS IMM kyr q/ONP Wei O Omm NY Addleilli OhNlNllaa A C ' LARGE MISSILE - 21412r; Rs �er IMPACT e .e: "-nig. �s�cas y, I RESISTANCE 1'� ••” O et so m NM I r® cmt mi ID .vmx.�m .- B ®e a o ma 6F6N-16}ai j' �m.1m41 m lel RiJaO I.MI e I Al . • 1 Ii: I 1- 1 I { { 1 I, I; i. 1 I • I. l 1 i f MOD JOB ATTACHMENT TO SU?UCTURE rf>• lS Iay�v t�rrii�� �� ...le rwi® o4r eTc i MW y all mama SiAa9~W. imse r e mra.� p ilinram J L ��e�- ("IT th• rm®If1�ol'maaoe(m®Ra�lar.- • L�'fL �.a/� ryq mower eelO:llED Ii/ellYAfenn�! Crf s( er m-b x a me r my Da a AS CAROM RasO .I mt64 is ea~r lA M6 tt-0511L8 :1".:=727-4P 1".: � 7- /m aa�p eq..r YiO@� 0..No m.�(ma nna asap s m~POLI W -nmq I_ . FLAG BRACKET ATTAOED TO VmD , I m •m.m.. •ma.nla s®"'Pa r'p'~Cs1M V/ (3)5/16 DIA.% 1-S/B' LAG 80.75 AMU TO ��V II ' av® uv ` 1 1 iTRACK BELTS V/(Ics Ax c-B ' L TRACK SPLIC[ II■I k °a` IIlirrilll I-J 4 i Ill SPLICE TRACKS AT THIS LOCADON 0 -- t N/lq I/a•-2O 1RAO(5PI1 c BaTh a NL119 y/,. ) LAG BOLTS y .. .. (,)Dne'0l4 a I-B/B• lil �''/ I/-` ' EAaJAYBBRACKET JAMB 0 % ! '/ o mor® VI r emvmeat NA NI iVIII if) M. . ®mea ,.a. 4 CA. GALV, STEEL 1 mm a ATTACLIED 11/(1)IPC-20 if a� AWB BRAOETS i I� . weeps ow p_— r TRACK SPLICE BOLT a NUT • I�I III -11 P`tt� gis ryy n VW ite�6Ee��y i. p /Ne110m18 �V w AA 3E at- 1 ••• I I� se pt:I a.® � II 8 1 ) / i 11� � ee� .nom.ow eFAXWager m� I 5 , $ ��ko'(�`�oaL am€,¢ inn no • j SEE (TABLE 3)DN PACE 3 i FDR JMOI ?RACKET SPACING II I I p pymsat oar. TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS AVMS(ma mmaAeeo R ®H e'a nix mm 1 B noon in a ons IB-N&IBI-IH o® -.-- (sot enw ast® IC t•t I . 1 1 I I I. I I I 1, II fi ii `!t l t 1 r! I 1 { TABLEi1 ��a STRUT SPACING BASED ON RMM E ENDED S C i a' • Iva TOP R aJIII170O©0 0 ©00®UI M 101111:111a raaarauwa.. W(4." ;[i wiX. 't ,L^S+rIr.?, a 1.0, 1-find .5.41q ar.4 nir-il tea'"'145 = roa u fif i1rJ®Fled©L F1➢ �Pi��������� "' 1�w t•Is;IS j:.=git;.altr,t,7Jsry .r,w, ,S�C'lfrri•7b;.�r3ansai�_, v .75.7 '.ki.: Pr s A �/- O1-116161 �J'IaYI$ fE ,II.ta1_elr i O'�'1.,�'Gt1 `/A5Tn1 1- r•"I itg 7.0.'vS oe'Era al i 14����(l� :..:&•6h' :'e t!Crt ICi !'�,l4 Til+ 1Z'� 1 t{I Qilri..al ins=1tL'u-[t..Y_•1= R�IY�:� PRODUCT RENEWED Mal Eli mina,0.13/1 -e- R.. 174517a ✓fr':e a yb Li;120t+N hilt ih i�L aL _.1 a {�I,s'�, tl ,.IS . =.1-41l5:�,[ an..o-g 1002ma ®�[dm®E9�Ci�©®C.i�lJlmfil 2���Ees rz#80'13 1:4:34,1 + ',i'l..y:-x iS�rres�,_ rl.�� k .:�7.t l ISE. v.. .r ,1_.u��,l -'y�.p...�'ram. ®[�E>iQ� TF ��•7CFi7$3'Dalt®®1Dr 1 110IP7F SI�0 :riT a. . a...m!`!IvrrC41,pi . rilil.t. er J•`n..'1'i.i L:1914'`Ln CtYd?i tz. . 4'+'v 1, ?°aiw.` ra rr ial�G�EACEI2ET3�E31 ➢®CF�0®�®® ,FFyil� I[EtAJi 1Ic-tRC2§lJ��':'=1awYT,aiL•'.:hcx+:Emil:eiSit'S9acYsrlci7lTF95t',lWW-F t "" o� iDiL�cJ[F4�i4�LF��L�®���®�iL9fF � ata. PE2S TABLE 2 TABLE 3 _cr_ DOOR I, S ION EIGHTS !Mils�JN� �y ` - Te r_ FLEr9 0®u•IDR f+r o HEIGHT 11E'7L7L'11t..f' flII 1f IW:7VIaECVtJflaJ�V©flfl1101MMICRO • Eamon=man lac pa Yeo.' ear.F1141 r£'3TMV:'1'^ra "',a y:, 13? I-ta' rn_-'r'+; arj,8.,4-.1..4u 41"•S_�l? '>ikT '"�'f6+.JA�LS'_d."".': c nlam aory 1111311E15®®E35E35mlQ4ESO ii©1INE1i1L1101C ICOMMINIIIMInill© R mascara MI Al rat717r4D�tIF AI{ 4Y1��ID 1� ,+�'.mac rL �1:�:4 L�•U�Y� 1 1� �'Y f� .912:0-,..1.7;14.1111"7["{. ---.;1:•_E44,`-TWA" N''BH 4y .to U ®moi®moi®® WILI1E4E. 11411 liLfiFtaln�1•1•�© Yy d�;......oc, n'74 eJ�'�E if1111P..SRE7k7Pg L4 l7Sit &+ z,h yir '' JC• dl:51154/'S"..c.�§. 14nTi•.1"^e k �'. ` ExAi\ts MIME MEW Efil161Q4�i® aauImiF iF ilEilUEilfuim��Sl♦MI0 .� no ewue!•` 'iiwQ 1 1L slT rr'L tIlavtili F24 ti. Lttl.Bt {0Ar..102 1r ,FrAI rcalY'i�'1nM -a1 iq`yl A e.1 y e¢ ®E3oEiPF30EIiIUS nu 611E51 ALA ACALA114l4rr minis s • - • r'+* nr.'1did:T a r°i dNl" WifiM44.41 A.Vrwaw e •*ir Ei51f4®14[5 fie©Elisr £31iiiiEEi®i0i .asfl °s)91 y• P-S.S -1G',vTsvr.7a''rP.M.RP- 'Inas% mEi4E;otai®Ei5E4®©cetT.rantri®C3 © ikaiilalsinst " bI R ii.. T1ErEL '-r •_k r-i.i_,. ,c slP+aPYl7 ¢1J' 4. r�f". 1 est1 9 t ®®m1am11➢ ®©¢9E E�C•4�E3E3ES4iDiig®FEi�� 111101 n [151 15113 1 -11[5111 S,1:..i3..lE511 vlgi>rSYlt3d :lij Lias r3TK':4 ,salt """ion' ZEt��' om tTiFsammEiS ®©iLS1®�©ID©�f.'r`i D:•�®®®QLD mrmua4•mt.•n a•• 10°0 Or.aOm 0 ®a e 1 w It-153FI1545•1 _ ®mR pan nen No I C r EI I i1 1 f MIAMID j COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISIONMiami,Florida 33175-2474 T(786)315-2590 1 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) PGT Industries,Inc. .miamidade.gov/emaomy 1070 Technology Drive, j North Venice,F1.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD-770"Aluminum Sliding Glass Doors w/90°& 135°corners—L.M.I APPROVAL DOCUMENT: Drawing No.PGT0130 Rev C, titled"Series 770 Alum. SGD-LM Impct",sheets 1 through 22 of 22,dated 10/10/14 and last revised on 11/22/19,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant , Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures(DP),glass types, Sill type for Positive DP limits,applicable Standard or Heavy Duty parts and anchorage requirements. See Typ.Installation insheet10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units.Pocl&ts&Egress requirements to be reviewed by Building official. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo:ci • - r following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.and.series and is -: RENEWAL of this NOA shall be considered after a renewal application has been filed"and'there has beeti 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!pro4uct_' for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply wittj an secttpn of this NOA shall be cause for termination and removal of NOA. Y_ ADVERTISEMENT: The NOA number preceded • ` ' — expiration date may be displayed in advertising literature. If any portion of the NOA is'displaami-Dade County, yed; end followed ed the in its entirety. i sp yed :then it.sliall be dobe 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. I` _ This NOA renews NOA N 17-0420.12 and consists of this page 1 and evidence pages Irl,E-2 &E-3,as :ivell-as approval document mentioned above. •_ The submitted documentation was reviewed by Ishaq L Chanda,P.E. i MIAMIAARE NOA z.: o:19 1126.03;- M• `� APPROVED Expiration Date: February' 17,2025 Isla Approval Date: January 09,2020 , , Page 1 ' I • • ma _ uu 4 b d C 9 °a�• y Cy a•-at I aSOO Z S �+ uyr 1111 � . >x ua ce s C SeOo a < 3 $ g� flo p CZ aa • w en mrIst I� Aatt °WM 2 OM m• C u N p, C '> 'd > g E'{i7 � .� �W Z<FO ma":'? _. o F.. p 6 o a y G7 p3�'$ $ Ur C,, •a 7 0 u y w i-Lu ' oo r3 Fo▪ oev3 <UUM Z . . , . bcP $ IR'-5o5 • PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals under file 415-1013.15 A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGT0130, titled "Series 770 Alum. SOD– LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and scaled by 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 FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.(Submitted under NOA No. 14-0123.10) 2. Test reports on• I) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E.(Submitted under NOA No. 09-0826.10) Along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL- 6036, FTL-600I, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTI.-6024, FTI.-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 3. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014). dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RIR). 1st,. \ . (,24.4s-- Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 F.- I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their"SentryClas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition(2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135°corners - I..M.I. expiring on 02/17/20. 2. Evidence submitted under previous approvals under file #I6-2609.06 A. DRAWINGS 1. Drawing No. PGT0130, titled "Series 770 Alum. SGD —LM Impact", sheets I through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference "rest report on I) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and F'fL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. C. CALCULATIONS (Submitted under previous NOA) I. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS I. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.1., expiring on 02/17/20. ‘9.4.--1 1 . C ✓I h M..Y- Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17,2025 Approval Date: January 09,2020 E-2 • • • PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file#17-0420.12 A. DRAWINGS I. Drawing No. PGT0130, titled "Series 770 Alum. SGD— LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-611' Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E 1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-61' Edition (2017), dated 08/10/17, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. C. OTHERS I. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° 8c135° corners - L.M.I., expiring on 02/17/20. 4. New Evidence submitted A. DRAWINGS 1. Drawing No. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and scaled by Lynn Miller, P.E. C. CALCULATIONS (submitted under file 417-0420.12) I. None D. QUALITY ASSURANCE I. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS I. Statement letter of conformance to FBC 2017 (6ih Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER I. This NOA renews NOA # 17-0420.12, expiring April 07, 2025. iso ; Ishaq I. Chanda, P.E. 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A.frIt ( 9 - 5t '0 2 l _ 'f Mosouryconnadiotli ` 5- ,, y. •r • `1..: _ ,.1 ', SIMPSON -t META/HETA/HHETA/HETAL/DETAL/TSS Embedded Truss Anchors and Truss Seal Snap-In ; Strong-Tie The embedded truss anchor series provides an I-� _a- e engineered method to properly attach root trusses to «1N• 144• °: concrete and masonry walls.The products are designed — with staggered nail patterns for greater uplift resistance. information regarding the use of two anchors on single-and multi-ply trusses is Included. i I I,' The TSS,a companion product of the META,provides a moisture barrier between the concrete and truss.The H • preassembled unit is riveted with no height adjustment. aw• I 1 - The DETAL20 is a high capacity embedded truss I H I. (. anchor for attachment of single-ply trusses to concrete H • and masonry walls.It combines dual embedded anchors with a structural moisturebarrier seat that Is partially embedded in the concrete or grout.This seat serves to ,-,h r protect the truss and also provides additional lateral and . '�I uplift capacity.The embedded anchors are pre-attached to the moisture barrier through slots that allow for a C �� . i tF slight amount of adjustability,providing flexibility during T I. installation to avoid rebar.Thmoisture•barder seat S/I�' S�;w �j��j 1 T �' Includes tabs at each end for optional attachment to the �"wa au oi z r.5,,,,. " it form board in concrete tie-beam applications. Ili; -c, U� �"'` • • MATERIAL:HHETA-14 gauge;HETA-16 gauge; 4 HETAL-strap 16 gauge,truss seat 16 gauge; bn'.','ala" META-18 gauge;TSS-22 gauge; II �i:` DETAL-t8 gauge(Barrier-18 gauge) META with TSS DETAL20 Y _. Ir FINISH:Galvanized.Some products available in ZMAX® HETAL p`F coating;see Corrosion information,page 18-19. Modal HETA20 • F: INSTALLATION:•Use all specified fasteners. No.2 W • (HHETA similar)' . 1 See General Notes. e •The META,HETA and HHETA are embedded 4'Into TSS2 1% '�TSS2-2 3% _� „: , a concrete beam or grouted block wall;HETAL is _ i 1 embedded 5i';DETAL Is embedded 4'W. TSS4 3% si y Fa ki1• •The DETAL20 Is installed centered and flush on top F of an 8'masonry bond beam or concrete tie beam. 1 1 The moisture barrier seat bears on masonry face , shell or concrete tie beam form boards;the two _ ifi r, flanges embed Into grout or concrete.The two r ' - ' �ill - - ., ��a� pt °r embedded anchors shall be installed vertically Into grout or concrete. I Moisture barrier ei ` . � —' `� v •The TSS moisture barrier may be preattached I not shown(Typ.) Typical META on. 'I to the truss using 6d commons. Installed with T8S! 6 L f •For mislotated truss anchors which are greater I' than'h'but less than 114'from the face of the truss, t - a shim must be provided.Shim design by Truss �4:r, typical DETAL Engineer.When gap Is greater than 1W,Install new anchors. a •,d 2'Installation •In double embedded anchor installations,do not Install fasteners ;,f where the straps overlap when wrapped over the truss heel. '1 y typical HETA2O - - ?l' F y . CODES:See page 20 for Code Reference Key Chart. Installation `.i .� 7 );5. . These products are available iWth additional cotrosion protection.Additional products on `� �� this page may atso be available with this option,thea with Simpson Strong-Tie for details. 1 }. Single Embedded Anchor Installation SAabar Illethll0-1;' t• own.) �- 11 - SP Uplift Load 160 Load Duration Increase ,Lateral Loads w '' • Madel . ,H lCdiri4 16d . (160) . .node ' 4 s r�- :, RBL r 1 ' .- Daamlty -Load Quantity : Load. .. F1-" .- - Fz straps may a inualled wspsIpgm . >" META12 8 7 1450 6 1450 340 725 '. -o' Peed over aaMave lhhd lords a: META14 10 7 1450 6 1450 340 725 i ' 1.Loads nave been increased for wind or seismic loading 1i. META16 12 7 1450 6 1450 340 725 Reduce where other loads govern. ff,M• ETA19 14 7 1450 6 1450 340 725 2 Minimum 1'c•2500 psi:Minimum tm•1500 psi. META20° 16 7 1450 6 1450 340 725 3.For simultaneous loads in more than one direction, -. the connector must be evaluated as described In Note.e, META22 18 7 1450 6 1450 340 725 page 22 under Instructions to the 0esldnay' ral II,, META24 20 7 1450 6 1450 340 725 4.Five nails must be Installed Into the truss seat of the HETAL. ' rds face of HETAL fs 1975 lbs., s; META40 36 7 1450 6 1450 340 725 6.I5. t accel-ptable to use-wall load toasreduced number of fasteners• x HETA12 8 - .7 1520 7 1780 • 340 725 provided that thereIs a reduction In uplift load capacity. HETA76 12 - 9 ie10 6 1810 340 725 See maniple on a 169.Lateral loads do not apply,• . when fewer glen 7 fasteners are used with the HETA end -HETA20° 16 9 1610 8 1810 340 725 F27 HHETA anchors or less tan 6-16d or 7-lOdxl%fasteners 1'" are used with the META anchor. ' %,.. -HETA24 20 9 1810 ' 8 1810 340 725 7.The HHETA allowable F1 load can be Increased to 43510s. HETA40 '36- 9 •1810 8 1810 • 340 725 n the strap Is wrapped over the truss and a minimum of ti,- HHETA12 8 7 1585 7 1820 340 815 12 nails are4nsalled.-• • S.Minimum spacing for multiple anchor installation Is 2 times „ HHETA16 12 10 2235 9 2235 340' 815 the embedment depth for full load.See Double Embedded r, ' Anchor Installation table on 'a HHETA20' 16 10 2235 9 2235 340 815 page192for(dadson closer HHETA24 20 10 2235 9 2235 340' 815 spaced anchors. rO� 9.Single ply trusses may.usee either 10dx1 or 16d nota. 1�'?` HHETA40 36 10 2235 9 2235. • - 340' 815 2 or 3 ply hu es shall use lad malls. ' . HETAL72 7 10' .1085 10° 1270 415' 1100 10.Minimum edge distance for HETAIMETA Is 1�W for concrete j'1` - _ and 2'fdr meson I�'1} . :HETAL16 11 14' 1810 13' 1810 4155 1100 11.NAILS:16d-0.162'dia.x 3'h'long, r - a HETAL20 15 14'. 1810 13' 18101 4155 1100 10dx1+h•0.149'da.x 1W long. h See page 24-25 for other nail sizes and information. 161 I' .y 11,4 .a a Tel 4M .t3 1 . 8 aeon =i till ? 1 g a ! utip oe 01 $11 as 1I1iI\1E • e T3 c 0 v2 .0 xIX— = 2> 68 aOm >:-. . F 8 F. ii 3 < O re m Maaalll�CaanBClara - - .-5,04-:,-.3-act...::.-4- 4-et. a n..,f rr2�Z't SIMPSON =r ' r "META/HETA/HHETA/HETAL/DETAL/TSS Einberlded Truss Anchois and Truss Scat Snap-In Strong-Tie, Double Embedded Anchor Installation . "` Model SP Uplift Load Capacity(160) Lateral Loads(160)° No. Illy. Application 1 Ply 2 or 3 Ply Code Moisture barrier Fasteners Load Fasteners' Load F7 l F2 Ref• not shown(Typ.) CMU 18-10dxlK 2480 — 2000° 1370 DETAL20 1 vr :, �i, i. Concrete 18-10dx1'1 2480 — — 2000 1505 :�! .{ META 2 CMU 10.10dx11/2 1985 14-16d 1900 12101 1160 ``' "' ti Concrete 10-10dx11/2 1985 14-16d 2565 1210' 1160 AK" : i HETA 2 CMU 10.10dx11/2 2035 12-160 2500 1225' 1520 F27 �' V Concrete 10.10dx1'h 2035 12-16d 2700 1225' 1520 q,-e 1:,i HHETA 2 CMU 10-10dx1'1 2035 12-16d 2500 1225' 1520 /S Reber I �Y 'i p Concrete 10-10dx1'1 2035 14-160° 3350 1225' 1520 Min - ��, f1 x'.",11,1111 1' I.Loads Include a 60%load duration increase on the fasteners for wind or seismic loading. f.': 2.Minimum f'c=2500 psi.Minimum f m a 1500 psi. ._. ___. 3.For simultaneous loads in mare than one direction,the connector must be evaluated as described in Note e. page 22 under General Instructions for the Designer. Typical Installation Install with spoons facing outward and straps spaced no more than''1'wider than the truss width. with two MEM The DETAL20 requires 6-10dx1 h'nails in the truss seat and 6-100x1'1'nails into each strap. For all other models,install half of the required fasteners in each strap. Lateral loads for META,HETA and HHETA anchors apply only to 2-or 3-ply applications with anchors spaced a minimum of 3'apart.For single-ply 1' applications use lateral loads from the Single Embedded Anchor Installation table on page 161.DETAL lateral loads apply for single-ply application. F1 lateral loads listed may cause an additional'Ae deflection beyond the standard'4 limit where the straps are Installed not wrapped over the heel as shown..' ;1 Two HHETA anchors may be installed In a concrete tie beam on a 2-or 3-ply truss with 2 fewer nails for an allowable uplift load of 3050 lbs. tu.Single-ply trusses • Noted Fr lateral may use eitds for the her lOdx1/ETAL20 oorr116d nails use an additional allowable deflection oads limited to the single-ply nd the eard W column.2-or 3-ply trusses shall use 16d nails. X631 11.NAILS:16d=0.162'dla.x 3 h'long.10dx1,=0.14r Max 1 W long.See page 24-25 for other nail sizes and information.t. .i'. , MSTAM/MSTCM Straps Ties w MSTAM and MSTCM models are designed for MSTAMS6 e` wood to masonry applications. The MSTC series has countersunk nail slots • 1'a Installation e/ie for a lower nailing profile. ., ( FINISH:Galvanized.Some products are ' available in stainless steel or ZMAXe coating; d a see Corrosion Information,page 18-19. '' '',......."-- f 11111 ' R INSTALLATION: • - •ir• , ti! I vO o 1tq •Use all specified fasteners.See General Notes. "`' i4, ' •Attaches to grouted concrete block and y� Gee wood framing. Mh, an o c c te CODES:See page 20 for Code Reference Key Chart. •reigibi;•hit.--ate:„... 0-4- . wood p� o 0 p These products are available with additional corrosion protection. • �'�' 7- s'( y Additional products on ads page may also be available with this ®r (1,a, option,check with Simpson Strong-17e for details. I 1177 ' y Masonry Application "d- 1 IOlmenslena Fasteners(Total • ) Allowable TenalaNUpIIN Loads mpwo -�w No. ea lU L Halle OF/SP SPF/NF Coda tom ••,L11 CMU Concreter a-� 180 Ref. 0 GISTAM24 18 1% 24 9-10d 5•/x2/,Titen 5-1/4x1%Then 1500 150) , 4D1/i a'' 1500• 0 C) t:STAM36 16 1% 36 13.100 8-'1x2'1 Then 8-14x1%Titan 1870 1870 1 17/139 .. n :'STCM40 16 3 40'% 26.16d sinkers 14-'1x2'1 Titan 14-%x1%Ttten 4220 F27 - ',kCC.160:16 3 5934 26-16d sinkers 14-%x23 Then 14-%x1%Titen 4220 4220 wa —T : ..• -.elude a 60%load duration increase on the fasteners for wind or earthquake loading. • T . ,.. "edge distance 1W using Titen°screws. 0 3" 7; -=1500 psi and l'c.2500 psi, _ 1 31a V.,' ae installed such that the Titan screws are not exposed to the weather. • -4 o Y -'::Titen screw information. f,. wr tt2�" rr,„-1 - : •e:=0.148'dla.x 3W long,10d=0.148'dia.x rlong.See page 24-25 for other nail sizes and Information. 4.V.et. ; `few :r Claar Span Table io• o ', I Fasteners(Total) AllowableTemlatWPlJQLoads Cade 2 Typ, • o Oo 5 �' Nails CMU Concrete DF/SP SPF/HF i" ° min (160) eel. 1�° .�• 14 �o �I �•'� ' _']d 4-yx2'/.Then 4-'/�x1%llten 1400 1380 f'3°--I ' Ks ! - c,,kers 10-Rx2'/.Titan 10-%,X1%Ttten 2800 2420 11/4 1 y cz s_ 14-/x23/.Ttten 14-1/2x1%Then 4220 4220 F27 MSTAM36 MSTCM40 R ;; :. """ •' _ - -141x2'1 Titen 14-1/2x1%Then 3840 (Other MSTCM F.,`•••31,., „-. 3320 similar) dd -d � r t7 v O . xt c . 3 ]� 91 7n CI 4 El 3\ u 32 g 0, W ‘i-,n N_ N 001� 03 cp rT rn IV ri, CD s\ c 6; 7,-- , --- g °" co DT _ °O O O m 0 _0 65 J ill a J ii ..--• J a L O a p e O D �„ N • 3 N p 0 O 3 C ° c ��jj o o a - _ w o f a � o V V I atZ a m Q o° p P a = a d c G p o N I -0 61 6� 6l ., m CD c v �} W �; ° o 4` .9 z -p' ,9G v H y l 3 c c QM O O J r 8V vi kiS `= mi_ td m V, its „ "F-%%14, F� ‘r, co a cm ' a y\\NI Cq .1'iQ mm4 , , Zeo 3i ' �^'er • _ _ LI'III i%•• Rl 76 .1 4_--, m CO S •• �. • c 0' — • RF f A 2 3 `" IT P d Q z o C o a w c N - a CA m __p W .N # a car � co It co S - r w P - 3 3 m 3 3 CO W w W W 1•7 w uv 0.1 u_ Z. ✓1 19 i 1 W V1 N_ J� W O W �^ 14 W W N " s m a. _ W\ - N\- - rr� - W W u1 2_ y % z o a OI Z f !1:13113:1C 11 NoO { - • � � az c a C 2w C H 22 1 \w wi w y 3 xi v �n • N C CO Z Z mN D o a o m co• a N C N 3- - rJ 7 n O d d d c) b d a' d (g o = H W .E, -atFr.,v ~ ` \ 9 ` § \ ` ` ; 3r0 & h z ■ E ^ ? 7 ¥ fico \ 1t eaI & •. 4 �- « \ - Cl) V) r ! CD ( f 7 92. o ) k § . . , . . . . , . , . .0 k 8. o p { / z _ | J \ er ,• c e T ` 0 fI0 § 0 ( o \ m1 k co $ 13 A i1"g o / / 2 ® ` ] | xi y , & 2 ,) A k / # ka 7J0 2 \ E ! � J2e c- i 0 t 0 z k I . Q -it . ' w , ) AP ;I q - 5E6 tenet#202249359 Model#R2525 Store SKU 0434712 - t V `? `', I.-.yy. ? t k ly k ' I 5 �i Save to Favorites Masonite 36 in. x 80 in. 6-Panel 20 Min Fire Rated Solid-Core Textured Primed Composite Single Prehung Interior Door (0) Write the First Review Save up to 5100'on your qualifying purchase. Apply for a Home Depot Consumer Card Door Size(WxH)in.:36 x 82 32x80 36x82 - Door Handing:Right-Handed LA-Banded ! Right-Handed How to Get It i ' Store Pickup i I Ship to Home i `I, Scheduled Delivery i - - ioirdibleutNot; available for this item: I Not available for thu item) V . Potopano Berl Check Newby Star.s ; ! i l Product Overview - • Molded panels provide architectural elegance and style ' - . ,• • Offers sound reduction by adding hell and feel of real wood 1( _ i• Primed doors offer design flexibility to choose any color - :I, Model#: 82525 a °• .. �• Sku#: 424312 1. Internet#: 202249359 t - ' - ,Enjoy refined style and easy elegance with the Masonite Textured 6-Panel Solid Core Primed Composite Prehung _ - _ - ; �: Interior Door.The industry benchmark for all composite wood doors,expert construction results in a more durable door that resists warping,shrinking,and cracking better than a solid wood door.Select designs offered In - i boordinatIng bi-fold end factory prehung single or double prehung units. 0 AI a If' ] .�aa k }\ 1 $ g�■ 0/ 1543..4- C § in g\el Ci. �k t aa, , § I§$\} )Ea 'nit �t2 , X22 && • k»�2k 33 ; ¥1 j( | a ! g § . ■ 2m , . k\/k% $d§ • Composite wood with classic panel design resists warping,shrinking and cracking • • Molded panels provide architectural detailing and elegance • Interior door slab features textured pre-primed finish-perfect for painting and decorating • Supplied pre-assembled in a 4-9116 In.door frame • Interior door slab is single bored for lockset-not included • Interior slab with solid core and has 20-minute fire rating • • For entrance to interior room or closet use not designed for exterior use • • Click here to check out our project guide on installing an interior door • • California residents see Prop 65 WARNINGS I Info&Guides • Installation Guide • Instructions/Assembly • Specification • Use and Care Manual • Warranty .j • • • • • i I