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RC16-2386Building Sketch Viewer Page 1 of 1 Folio: Address: Owner: 11-3206-014-0200 444 NE 93 ST LYNETTE LONG SETH LONG Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Actual Area: Living Area: Adjusted Area: 2,247 Sq. Ft. 1,767 Sq. Ft. 2,050 Sq. Ft. Building Number: 1 of 2 Roll Year: 2016 Previous Next 2C� &JP ,3 4 ONE 17i • ONE : One Story • GJP : Glass Jalousie Porch Click here to see all Sketch SubArea Descriptions Generated on: 9/9/2016 Disclaimer: The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp http://www.miamidade.gov/PAPortal/PropertySearch/Sketch.aspx?Folio=1132060140200&... 9/9/2016 RC vo • I- Cho JCD ARCHITECT, INC A.A. #26001560 1 385 CORAL WAY SU # 207 MIAMI, FL 33 145 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Permit # 16-2386 Owner: Seth & Lynette Long Address: 444 N.E. 93rd Street Miami Shores, FL 33138 Answers to Comments December 6, 2016 TEL. # (305)285-4343 FAX # (305)285-4330 Building 1. Ok, waiting on Zoning Approval. 2. Ok, owner or general contractor to provide total cost with material, etc. 3. Ok, see Project info and scope of work on sheet A-0 4. Ok, see section of existing family room, only wall enclosures and new concrete frames for new windows and doors as shown on sheets A-2 and A-4. 5. Existing finish floor matches existing finished floor. There's no new area being added. 6. Ok, see Project info and scope of work on sheet A-0 7. Ok, see Project info and scope of work on sheet A-0. 8. Ok, all modifications are clouded. ...... . . . . • • • • • • • •• ••• •• . • • •• ••• • . •. • • • • • ••• . ••.• ••• • ••• •• • • • .. •• • ••• . . • • •... • • • ••. • • FULL ARCHITECTURAL SERVICES cs RE/IDENTLA LioiCbMgIERtIAL 03 CUSTOM DESIGN 03 LEW CERTIFICATION 4124N�RAI4D D•tiCtilfUI.COM JCD ARCHITECT, INC R L A.A. #26001560 1355 CORAL WAY SU # 207 TEL. # (305)285-4343 MIAMI, FL 33 145 FAX # (305)285-4330 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Permit # 16-2386 Owner: Seth & Lynette Long Address: 444 N.E. 93rd Street Miami Shores, FL 33138 Answers to Comments December 6, 2016 Building 1. Ok, waiting on Zoning Approval. 2. Ok, owner or general contractor to provide total cost with material, etc. 3. Ok, see Project info and scope of work on sheet A-0 4. Ok, see section of existing family room, only wall enclosures and new concrete frames for new windows and doors as shown on sheets A-2 and A-4. 5. Existing finish floor matches existing finished floor. There's no new area being added. 6. Ok, see Project info and scope of work on sheet A-0 7. Ok, see Project info and scope of work on sheet A-0. 8. Ok, all modifications are clouded. . .. ... . . . .. •• • . • • . • .• ..• .• . .. .• ..• • . . •. • . • • . ..• •.. . • .. . . • • • • • • • • • • •• •••• • • • • • • • • • • FULL ARCHITECTURAL SERVICES cab RESIDE:ITIAL:oCcOMIQIER�IAL to CUSTOM DESIGN cs LEED CERTIFICATION �•• •N • •D• tDA•ZCtileG••COM Property Search Application - Miami -Dade County Page 1 of 3 IMPORTANT MESSAGE SEARCH: RO J. GARCIA :. . MI-DADEPROPER t, � r t ISE When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in Ownership, the assessed value of the property may reset to full market value, which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. The Property Appraiser does riot send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. Address Owner Name Subdivision Name Folio 444 NE 93 ST PROPERTY INFORMATION Folio: 11-3206-014-0200 Sub -Division: MIAMI SHORES SEC 2 Property Address 444 NE 93 ST Miami Shores, FL 33138-2842 Owner LYNETTE LONG SETH LONG Mailing Address 650 WEST AVE 501 MIAMI BEACH, FL 33139 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL- SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4 / 3 / 0 Floors 1 Living Units Actual Area 2,247 Sq.Ft Living Area 1,767 Sq.Ft Adjusted Area 2,050 Sq.Ft Lot Size 6,400 Sq.Ft Year Built 1930 Featured Online Tools Comparable Sales Tax Comparison Glossary Tax Estimator ASSESSMENT INFORMATION 0 Year Land Value Suite •• ••• • • • • • •• • • • • • • • • Non -Ad Yaprey • • • Pe irki ition4 Online Tools •ilsesgm•el:ts •••• ••• rlppe:y Taxi? TRIM Notice Value Adjustment Board Property Record Cards Report Discrepancies • ••• • • ••• ••• • QENEFIT3INFORMATION 0 • •• • • • • • •• 2016 • • 2019 • 02114 • • • Benefit Type $160,145 $153,598 $134,461 ••• • • • • • • • • • •• • ••• • Save Our H • • ••• • • • • • ••• • • • • • • • • • • •• • • ••• • Property Search Help Report Homestead Fraud 2016 2015 2014 mes Cap Assessment Reduction $172,723 $166,960 $145,300 http://www.miamidade.gov/propertysearch/ 12/7/2016 Property Search Application - Miami -Dade County Page 2 of 3 i Building Value Extra Feature Value Market Value $134,562 $134,562 $131,070 - Homestead Exemption $25,000 $25,000 $25,000 $353 $287 $292 ' ? Second Homestead Exemption $25,000 $25,000 $25,000 ! $295,060 $288,447 $265,823 j Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, ,. .«..----vv,,,,,,,« a.--, .,, .,, City, Regional). (Assessed Value $122,337 $121,487 $120,523 TAXABLE VALUE INFORMATION 0 COUNTY Exemption Value Taxable Value !SCHOOL BOARD Exemption Value Taxable Value CITY Exemption Value Taxable Value REGIONAL Exemption Value Taxable Value SALES INFORMATION 0 Previous Sale 06/28/2016 11/01/2001 111/01/1993 ( 105/01/1990 11/01/1986 2016 2015 $50,000 $50,000 $72,337 $71,487 $25,000 $25,000 $97,337 $96,487 $50,000 $50,000 $72,337 $71,487 $50,000 $50,000 $72,337 $71,487 2014 $50,000 $70,523 $25,000 $95,523 $50,000 $70,523 $50,000 $70,523 FULL LEGAL DESCRIPTION 0 MIAMI SHORES SEC 2 PB 10-37 LOT 7 BLK 50 LOT SIZE 50.000 X 128 OR 20020-3202 11 2001 5 Price OR Book -Page Qualification Description Previous Owner 1 $390,000 30151-3299 Qual by exam of deed $0 20020-3202 Sales which are disqualified as a result of examination of the deed $0 16144-1079 Sales which are disqualified as a result of examination of the deed $82,500 14546-2341 Sales which are qualified $67,000 13100-2590 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2016 2015 2014 LAND INFORMATION 0 i Land Use GENERAL Muni Zone PA Zone R-20 1100 - SGL FAMILY - 2301-2500 SQ BUILDING INFORMATION 0 Building Number 1 1 2 4 Building Sketches Available! EXTRA FEATURES 0 Description Chain -link Fence 4-5 8 high ADDITIONAL INFORMATION Sub Area 1 2 1 Year Built 1930 1958 1930 •• ••• • • • • • • • Actual Sq.Ft. 1,547 260 440 • • • •• Unit Type • ?ear Built • !• ,• • •....,. • • .,._..-.• • �869 • ••• • • ••• ••• •• • • • •• • • • The information listed below is not derived from the Properik4pprai:er's Circe r 5 rds.=t is$rovujdeddolconveniit nce and is derived from other government agencies. • •• • • • • • •• •• • ••• • • • Front Ft. Living Sq.Ft. 1,547 0 220 BETH LOVE &H RICHARD LOVE Units 50.00 Adj Sq.Ft. 1,547 173 330 Units 63 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • •• ••• • • • • ••• •• ••• • • • ••• • • http://www.miamidade.gov/propertysearch/ Calc Value $160,145, Calc Value $107,671 Calc Value $353 12/7/2016 Property Search Application - Miami -Dade County Page 3 of 3 LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: R20 - BOUNDARY Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Florida Department Of Revenue School Board Childrens Trust City of Miami Shores Florida Inland Navigation District PA Bulletin Board South Florida Water Mgmt District Tax Collector Environmental Considerations Non -Ad Valorem Assessments The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disdaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 6 REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL BENEFITS PROPERTY ADMINISTRATION Deployed Military 40 Yr Building Appealing your Address Blocking Property Search Appealing your Re -Certification Assessment Assessment Disability Exemptions Change of Name Property Sales Appealing Your Assessment Reports Homestead Assessment Information Search Change of Address Tax Estimator Institutional Defective Drywall Exemptions Change of Ownership Tax Comparison & Title Senior Citizens Folio Numbers Extension Requests Homestead Declaration of Exemption and Mortgage Fraud Filing Returns Condominium Portability More > More > More > More > More > More > Home Privacy Statement Disclaimer About Us ADA Notice Contact Us © 2014 Miami -Dade County. All rights reserved. •• ••• • • • • • •• • • • • ••• • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • •• •• • • • • • • • ••• • • • • ••♦ • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.miamidade.gov/propertysearch/ 12/7/2016 JCD ARCHITECT, INC A.A. #26001 560 1 385 CORAL WAY SU # 207 MIAMI, FL 33 145 WIND LOAD CA PROJECT: SETH & LYNETTE LONG 444 N.E. 93rd STREET MIAMI SHORES FLORIDA 33138 Content page # TEL. # (305)285-4343 FAX # (305)285-4330 1.- Wind load pressures Main House 1-3 2.- Wind load pressures Cabana 4-5 •• ••• • • • Y• • OOOOO. • • • • • ••• • ••• • • • • • • • • ••• • •• • • • • • • • •• • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • FULL ARCHITECTURAL SERVICES CIS RESID4NTIXL4o3:CdWEI4CIAi as b`USTOM DESIGN ca5 LEED CERTIFICATION JUNIGDMID3J�9ARC6T&Y.MM ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 1 Description: SETH & LYNETTE LONG RESIDENCE Analysis by: I DV User Input Data Calculated Parameters Structure Type Building Importance Factor L 1 Basic Wind Speed (V) 175 mph Hurricane Prone Region (V>100 mph) Struc Category (I, II, III, or IV II Table 6-2 Values Exposure (B, C, or D) C Alpha = 9.500 Struc Nat Frequency (n1) 1 Hz zg = 900.000 Slope of Roof 3.5 :12 Slope of Roof (Theta) 16.3 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) I 11.00 ft Ridge Height (RHt)I 14.66 ft Mean Roof Height (Ht) 12.82 ft Width Perp. To Wind Dir (B) 37.75 ft At = 0.105 Width Paral. To Wind Dir (L) 55.08 ft Bt = 1.000 Bm = 0.650 Calculated Parameters Cc = 0.200 Type of Structure I = 500.00 ft Height/Least Horizontal Dim 0.34 Epsilon = 0.200 Flexible Structure I No Zmin = 15.00 ft I I Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin I 15.00 ft Izm Cc * (33/z)^0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9268 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8865 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are USE 0.85 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi 1 P� Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 I... ... .. . . . .. .. ... .. . . . .. • ... ....... .. . . .. . • .. • • • • . • . . . .. . .. .. .. .. . • . . . ... • • • • ... • • • • • •• •• • • • • • • ... . • • • ..... • • • • • .. .. • • • .. .. ... • • • 1100 • • ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 3.775 ==> 3.78 FACTORED 1 ALLOWABLE Component Area Zone GCp (ft 2) Max Min 40.00 0.89 -0.99 0.89 -1.19 60.74 - 77.35 36.44 -46.41 2 0.95 -1.05 63.74 -69.40 38.25 -41.64 20.00 5 0.95 -1.29 63.74 -83.37 38.25 -50.02 20.00 4 0.95 -1.05 63.74 -69.40 38.25 -41.64 20.00 5 0.95 -1.29 63.74 - 83.37 38.25 -50.02 15.00 4 0.97 -1.07 64.99 -70.65 39.00 -42.39 15.00 5 0.97 -1.34 64.99 -85.86 39.00 -51.52 15.00 4 0.97 -1.07 64.99 - 70.65 39.00 -42.39 15.00 5 0.97 -1.34 64.99 -85.86 39.00 -51.52 25.00 4 0.93 -1.03 62.78 -68.43 37.67 -41.06 25.00 5 0.93 -1.26 62.78 -81.43 37.67 -48.86 38.33 4 0.90 -1.00 60.92 -66.58 36.55 -39.95 38.33 5 0.90 -1 19 60.92 -77.72 36.55 -46.63 3.14 4 1.00 -1 10 66.75 -72.41 40.05 -43.45 3.14 5 1.00 -1.40 66.75 -89.38 40.05 -53.63 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. .. ... . . . . . .. . . • • •• • • . .. ••• .. • . • .. • • •.. • • • ••• ••• .• • • ... • • .. • • • • • • • • • • .. .. .. •• • • •. •.. • • • ... • • • • • • • • • • . ... • • . • • .. • . • .. . . ... • • 0.. • • ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 1 i i 1 Description: SETH & LYNETTE LONG RESIDENCE - CABANA 1 Analysis by: DV User Input Data Calculated Parameters Structure Type I Building Importance Factor 1 Basic Wind Speed (V) 175 mph Hurricane Prone Region (V>100 mph) Struc Category (I, II, III, or IV II Table 6-2 Values Exposure (B, C, or D) C Alpha = 9.500 Struc Nat Frequency (n1) 1 Hz zg = 900.000 Slope of Roof 0.3 :12 Slope of Roof (Theta) 1.2 Deg Type of Roof Monoslope Kd (Directonality Factor) 0.85 Eave Height (Eht) 11.00 ft Ridge Height (RHt) 11.00 ft Mean Roof Height (Ht) 11.00 ft Width Perp. To Wind Dir (B) 22.16 ft At = 0.105 Width Paral. To Wind Dir (L) 20.16 ft Bt = 1.000 I Bm = 0.650 Calculated Parameters Cc = 0.200 Type of Structure I = 500.00 ft Height/Least Horizontal Dim 0.55 Epsilon = 0.200 Flexible Structure No Zmin = 15.00 ft I I Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 I 0.851 ' Gust Factor Category II: Rigid Structures - Complete Analysis Zm Zmin I I 15.00 ft lzm Cc * (33/z)^0.167 0.2281 Lzm I*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9445 Gust2 0.925*((1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8958 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are USE 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 1 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • 400 • • • • • • • • • •• • •• •• •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • ASCE 7-10 Wind Loads on Buildings (Directional Procedure) per ASCE 7-10 Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 2a 2a 4 Z j 2a LA:__,hrtniftrft. t 31- 2r---r —•rI 14— a W Note: The image shows a Gabled roof, but Fig 6-11 also applies to some monoslope cases a= 2.016 ==> 3.00 ft Component FACTORED ALLOWABLE Area Zone GCp Wind Press (Ib/ft"2) Wind Press (Ib/ft^2) (ft^2) Max Min Max Min Max Min 1 40.00 40.00 4 5 0.80 0.80 -0.89 -1.07 55.68 -60.77 55.68 -70.63 33.41 -36.46 33.41 -42.38 15.00 15.00 4 5 0.87 -0.96 0.87 -1.20 59.51 -64.60 59.51 -78.29 35.71 -38.76 35.71 -46.98 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • •• • • • • • • • • • •• • •• •• •• •• • • • • • 0841 • • • • 00.1 • • • • • • • • • • • • • ••• • • • • • • • • • • • ♦ • • •• •• • • • •• •• 0410 • • • 000 • • FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Seth and Linette Residence Builder Name: Street: 444 NE 93 St Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Jurisdiction: 232600 Design Location: FL. Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 448 Conditioned floor area below grade (ft2) 0 7. Windows(85.0 sqft.) Description Area a. U-Factor: Sgl, U=1.30 85.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: c. U-Factor: N/A ft2 SHGC: d. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 3.216 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (448.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 448.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types(635.0 sqft.) a. Concrete Block - Int Insul, Exterior b. N/A c. N/A d. N/A 10. Ceiling Types (448.0 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric Tankless b. Conservation features None 15. Credits Insulation Area R=4.1 635.00 ft2 R= ft2 R= ft2 R= ft2 Insulation Area R=19.0 448.00 ft2 R= ft2 R= ft2 R ft2 kBtu/hr Efficiency 12.0 SEER:17.00 kBtu/hr Efficiency 13.5 HSPF:8.20 Cap: 1 gallons EF: 0.990 Pstat Glass/Floor Area: 0.190 Total Proposed Modified Loads: 22.07 Total Baseline Loads: 30.98 PASS at I hereby certify that the plans and s. §a��.a�i �is.,,,.., , .. ' 00 -� this calculation are in compliance .C�i ,FPorida Enetg� ,1 Code. � ,`Q;•'� Alb ./ �" C. ' ''Ir► .. e `� PREPARED �/0/ 71/ C ,3/ loft �� ; Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL. ; .•`'0t-oiE STAT ''•: 1 = �•-; •' ti. , '; ,,: 06 :. 47u„ • ,, nnni '•' ''' , O . -- - DATE. 0Zl/ Z. (4 �•. ; '' ' I-' i�;' . r c AR00153 • 4/ '% I herebycertifythat this building, ~ ,•ned, is in com G 9, r9 P. �, with the Florida Energy Code. iiiiii, / G '' OWNER/AGENT- �.•ii, „ • � ..�ijrG; •..................•g DD yyEA-/t'. #eEIif DATE D DATE.. • - • • • .. . • • - Compliance requires certification by the airirandier uniCmblitif4ctprerlhat the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and In%ulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage • • • test report in accordance with R402.4.1.2. • • •• • • • • • • • • ••. •• • •. . • • . •• • •. • ••• •• ••. • • . 11/10/2016 5:25 PM •• .• .• .•. • • • • ••. • • • • • • • •• • • • • • • •• • • . • • EnergyGaug0 U::S% aFlaMe52014 SeCtiph.1405.4.1 Compliant Software • • ••• • • Page 1 of 4 FORM R405-2014 PROJECT Title: Seth and Linette Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 448 Lot # Owner: Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 444 NE 93 St Permit Office: Miami Shores Cross Ventilation: County: Miami -Dade Jurisdiction: 232600 Whole House Fan: City. State, Zip: Miami Shores , Family Type: Single-family FL , 33138- New/Existing: Existing (Projected) Comment: CLIMATE i Design Location TMY SiteIECC Design Temp Int Design Temp Heating Design Daily Temp Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 448 3360 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiI ID Finished Cooled Heated 1 Main 1 448 3360 Yes 2 1 1 Yes Yes Yes FLOORS ✓ # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 1 85 ft 0 448 ft2 ____ 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Flat tile/slate 450 ft2 18 ft2 Medium 0.75 No 0.9 No 2 4.8 i ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Vented 150 448 ft2 Y N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) • • • Main.1 • • . • 49 • • : • • Blown 448 ft2 0.11 Wood • • •. • 11/10/2016 5:25 PM •• ••• •. .• • ••• • ••. • • . • . • ••• • ••• ••• ••• • • •• • •• • • • • • • • • • •.• •• •• •• •• .• • • • ••. • • • • • • • • • • • ••• • • • • • • • • • EnergyGAM elSA -flaRes2;44,S$c'tiotT405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS # Ornt Adjacent WaCavity Width Height To lLType Space R-Value Ft In Et-tn Sheathing Framing Solar Below Ralue-Fraction Absor_ Grade% 1 N S E W Exterior Concrete Block - Int Insul Main 1 4.1 22 2 7 6 Exterior Concrete Block - Int Insul Main 1 4.1 22 2 7 6 Exterior Concrete Block - Int Insul Main 1 4.1 20 2 7 6 Exterior Concrete Block - Int Insul Main 1 4.1 20 2 7 6 -Area 166.3 ft2 4.1 0 0.05 0 166.3 ft2 4.1 0 0.05 0 151.3 ft2 4.1 0 0.05 0 151.3 ft2 4.1 0 0.05 0 2 3 4 WINDOWS Orientation shown is the entered. Proposed orientation. / V Wall # Ornt ID Frame Panes NFRC U-Factor SHGC Area Overhang Depth Separation Int Shade Screening 1 N 2 N 3 W 1 None Single (Clear) Yes 1.3 0.5 40.0 ft2 1 None Single (Clear) Yes 1.3 0.5 15.0 ft2 4 None Single (Clear) Yes 1.3 0.5 30.0 ft2 3 ft 4 in 0 ft 1 in 3 ft 4 in 0 ft 1 in 3 ft 0 in 0 ft 1 in None None None None None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000238 280 15.37 28.91 .1644 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 13.5 kBtu/hr 1 Ductless COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 17 12 kBtu/hr 360 cfm 0.8 1 Ductless HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 1 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Cert # Collector ' Company Name System Model # Collector Model # Area Storage Volume FEF None None ft2 11/10/2016 5:25 PM • .• ••• • • • • • •• •.OOOOOO • • • • • • • . , • O• O .• ••• ••• . •,' • ••• • . , • ••• ••• •.• • . • • •• . • • • . • . • • ••• , •• . • .• •• .• • ••. • • • • ••. • • • •• • • • • • •• • • • • ••• • •• •• • •• •• • • • • • • u�e )1 EnergyGaSA-flaRes201i4•Siiciidtr405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma [X] Jun X Jul X Au [X] Se Oct Nov Dec Heatin X Jan Feb X Mar Apr. Ma [ ]Jun Jul Au[ ]Sep Oct X Nov Dec VentingJan tX [ Feb X' Mar X Apr [ May[ l ] Jun [ Jul l t [ Aug [ ] Sep X Oct X' Nov lX [ 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 11/10/2016 5:25 PM • • • • • • • • • • • • • • • • • • • • • • • OOOOOO• • • • •••• • • • • •• ••• •• •• • •• • ••• • • • • ••• ••• ••• • •• • • •••••• • • • • • •.• •• •• •• •• •• •• ••• • • • • ••• • • • • • • • • • • • • •••• • • • • • • • • • • •• • • •• •• • • • • EnergyGaugeb 11SA - FIaRes204+46eCtion Q405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Seth and Linette Residence Builder Name: Street: 444 NE 93 St Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Jurisdiction: 232600 Design Location: FL. Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed.7 Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls Corners and headers shall be insulated and the junction of the foundation and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. 7 Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. ✓ Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage and cantilevered floors) Insulation shall be installed to maintain permanent contact with underside of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. t//J Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. 7 / Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. v// Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. / Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space 411f1 extend.bahind piping an�•wiring. • • • • / / (� / 7 Shower/tub on exterior wall Exterior walls �aljatert thw�ers and tubs shall be insulated and the air barrier instalfed•se tatii g them fnoin the showers and tubs. Electrical/phone box on The air billy shall be installed behind electrical or communication boxes or air sga ed boxes •hall $4fhstallq1! •• • • HVAC register boots •• • . • : •' • • • HVAG regl fer boot: thatpenetr ltbe building thermal envelope shall be sealed to the sub -floor or drywall. ' 7 Fireplace An air irarriiir sh41 t;e installed on fireplace walls. Fireplaces shall have •gasket& doors ; :.: : • • 11/10/2016 5:25 PM EnergyGaug USA-f4aRest014Se00,11t05.4.1 Compliant Software • • ••• • • Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 444 NE 93 St Permit Number: Miami Shores , FL , 33138- MANDATORY REQUIREMENTS See individual code sections for full details. • 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2. and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O 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. O R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: •• .•• • . • • • •• 1. Post -construction test: Total leakage shall be less:han or equAtc:4Gfrij (113 .Jr$in) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches W.Q. (23pa1 a;rogs ,e•.ire System, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed d Mng fht•test' • • • • • • 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25PAiacnt the trstenf,Zr cludir ttet ufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the•air hantller is rxk installed at the time.of the test, total leakage shall be less than or equal to 3 cfm (85 L/min) per 100 square feet (9.29 m2) of conditioned Aoor area ••• • •. . • •• • • • Exceptions: 1. The total leakage test is not required for ductsxil ajr hanVer.s c •t2.ertirelywthin the building envelope. • 2. Duct testing is not mandatory for buildings complying by Sec w R4l of}his cede. • • • • • . • • • •• •. • • • •• •• ••• • • • ••• • • 11/10/2016 5:25 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3.. R403.3.1 Protection of piping insulation. O R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). ▪ R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. ▪ R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. O R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. O R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size,prgyjliedpy.the rranyfaVurer'i product lines. The corresponding latent capacity of the equipment shall not be less than the calculated IlerR109d! • • • • • • • • • .• ••• •• • . • .• • • • • • • •• •• • • • ••• ••• ••• • • • • ••• • • • • • • • • • • • • •• •• •• • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 11/10/2016 5:25 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal. rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity ▪ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. ▪ R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment 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. O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. O R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to opewe SQlar-ntj wa,§te-f aLrecQYery pool heating systems. 3. Where pumps are powered exclusively frl-n by-SitQ riteIIvaQleeneration. O R403.9.3 Covers. Heated swimming pools and inground pornean:nt;y iVt3lIed'gpas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other me'aAs pPotgn teitduee heat IbsS' Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or ▪ solar energy source computed over ancperatipg season. • • • • • • • • • • • • • • . • O RR404.1 Lighting equipment (Mandatory). A mhyr:um;pf 75 pmnt the lamps in Cermanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of petrwanenjl9 installe/ Iighrg fixtur she contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely insi* th✓: build=ngt3rml entelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall lhve b}jrflam;indulattpn of • Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space! R'10•is allOwedt • • • • • 11/10/2016 5:25 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 • • FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 71 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows"' Description a. U-Factor: Sgl. U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 444 NE 93 St, Miami Shores, FL, 33138- Existing (Projecte Single-family 1 1 No 448 Area 85.00 ft2 ft2 ft2 ft2 3.216 ft. 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 448.00 ft2 b. N/A R= ft2 c. N/A R= ft2 I certify that this home has complied with thi y7f4 ./+!',, ,A:` fficiency Code for Building Construction through the above energy s��� ga �e?,L.j lm be installed (or exceeded) in this home before final inspection. •-t,- :;t:. •''a new EPL, tts•, ;,, Card will be completed based on installed Code compliant f-�t�0 , 1 ID ® Builder Signature: Jwiry e i7'/A� i'�, v. Address of New Home: 5iyvNAV it/FL Zip: fib' .. TE:E®/ "Note: This is not a Building Energy - � '4'4 is s below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a • • . neriyCauge R&ing.•Cbntact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at erreigygauve corrifa•iAformation and a list of certified Raters. For information about the Florida Building Code, Energy £bnsereiatien, eontarat the Florida Building Commission's support staff. 9. Wall Types Insulation Area a. Concrete Block - Int Insul. Exterior R=4.1 635.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=19.0 448.00 ft2 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 12.0 SEER:.17.00 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 13.5 HSPF:8.20 14. Hot water systems a. Electric b. Conservation features None 15. Credits Cap: 1 gallons EF: 0.99 Pstat • .•• . .•• .•• ••. _it ft *"Label required by Section R303.1.3 of the Htudatiuildi�g:Coie, Energy qonservation, if not DEFAULT. • •• • •• 11/10/2016 5:26 PM •• .. •. • • • • • EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • 444 NE 93 St Residential System Sizing Calculation Summary Project Title: Seth and Linette Residence Miami Shores, FL 33138- 11/10/2016 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(56gr.) Winter design temperature(TMY3 99%) 49 Winter setpoint 70 Winter temperature difference 21 F F F Summer design temperature(TMY3 99%) 92 Summer setpoint 75 Summer temperature difference 17 F F F Total heating load calculation 6260 Btuh Total cooling load calculation 10697 Btuh Submitted heating capacity % of calc Total (Electric Heat Pump) 167.7 Heat Pump + Auxiliary(0.0kW) 167.7 Btuh 10500 10500 Submitted cooling capacity % of calc Sensible (SHR = 0.80) 114.6 Latent 103.4 Total (Electric Heat Pump) 112.2 Btuh 9600 2400 12000 WINTER CALCULATIONS Winter Heating Load (for 448 soft Load component Load Window total 85 sqft 2321 Btuh Wall total 550 sqft 1069 Btuh Door total 0 sqft 0 Btuh Ceiling total 448 sqft 424 Btuh Floor total 448 sqft 2106 Btuh Infiltration 15 cfm 340 Btuh Duct loss 0 Btuh Subtotal 6260 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 6260 Btuh Summer Cooling Load (for 448 sqft Load component Window total Wall total Door total Ceiling total Floor total Infiltration Internal gain Duct gain Sens. Ventilation Blower Load Total sensible gain Latent gain(ducts) Latent gain(infiltration) Latent gain(ventilation) Latent gain(internal/occupants/other) Total latent gain TOTAL HEAT GAIN 8th Edition Ceilings(;6.3%) f .4',3115 17 1 %) SUMMER CALCULATIONS 85 sqft 550 sqft 0 sqft 448 sqft 11 cfm 0 cfm Load 3421 Btuh 866 Btuh 0 Btuh 424 Btuh 0 Btuh 207 Btuh 3460 Btuh 0 Btuh 0 Btuh 0 Btuh 8377 Btuh �.• •h• 411. Oh, h. b' •Bti�h' 1900 Btuh 2%21 • J3tuh• 1017 ; Btuh: •• • • • Ceilings(4.0%) Walls(8.1 %) Infil.(5.9%1 • • • • •• " ' • 1I'ntGain(32.3%) • • • • • • • • • •• • • • • • • • • • Y • • • • • • • • • • • Eriergfikauge®� 11ERGi`ZB s56i,: ••• • • • ••• • • Nindows(37.1%1 Infil i;5.4%1 Floors1.33.5%E Windows(32.0%) ) r MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 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. DESCR PTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-I;.M.I: APPROVAL DOCUMENT: Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by AI-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and-Snia11 MissileImpact.ResistantiJ Limitations: I . See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 that 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advetisivg:liVature: limy portion of the NOA is displayed, then it shall be done in its entirety. • • •• • .. . . . . ... . INSPECTION: A copy of this entice/WO; AA be.provided t;6 the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises #13-0912.02 consists of this e, page 1 and idgr}ge pages E-1, as well as approval document . . . . mentioned above. . . •. .. • . . . The submitted documentation wa.s,revigwed by IshagI.Ch mda}4'.E. MIAMFDADE COUNTY APPROVED ... . • • • ••. . • . . . . • • . • • . ..• • . • • . . . . . . . . . • .. •. • . . .. .. • • • • • • .•. . . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/ceonomv NOA:No:15-0612A5. > Expiration Date: -March-20; 2019 "-Approval Date: _D c to ec to a nl r I7; 2015 1-Page 1� ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.B. B. TESTS (Submitted under file #13-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5'1' Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. 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. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass © (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as p4ttigt tip bgve refereuced test report. • •••••••• • • • G. OTHER • •• ••••••• • 1. Test proposal, `!ate i'3/2.5./13•approved by Jaime D. Gascon, P.E. , ' �� \s1.-• ;k • •..• • ••• ••• ••. Ishag1.Chanda,P.E. • • • • • • • • • • • • • • • • Product Control Examiner •• • • • • • • • • • • • • • • • d •• • NOA No. 15-0612.05 •• • • • • • Expiration Date: March 20, 2019 Approval Date: December 17, 2015 ••• • • • • ••• •.E• • •_ • • • • • • ••. • • • • • • . • • • • • • • •• •• • • • •• •• ••• • 4 • ••• • • • • • • • • • i• •• • • •• INSTRUCTIONS: • •` • USE tilehl TOLLOWS. •••. STFIO 1 SEE CHART W1 ON SHEET 5 FAR G1ASS CAPACITY AND •BN•ONIN• REQUIREMENTS. •g'tg 2 SELECT•SILL TYPC FROM S ET S 7 ANDeLIMIT • CC EXT.(+) ISIGN PRESSURE S•QJJ :N DETAIL. • ST`e 3 SEE CF66JOEN SHEET 5 F: ANCH R CAPACITY. fTFP d THE LOWESO VALUE RESULTING FROM STEPS 1 • (W� THR11S SALL APPLY TO ESC 1• •Y•TMI. • • • • • • • • • • • • • • • • • • • • • • DAYLITE OPENINGS ▪ WIDTHS: • • • ISXtD STILE -INTER LOOK = PANEL• WIPTP•- 7.125" • INTERLOCK-RS: Ate PANEL♦WIDTF.I 7.250" DAYLITE OPENING HEIGHT: • • • ••PANEL HEIG4T•1, kg. • • • PANEL HEIGHT•= D0E 4 FRAME HEIGHT - 1.5625` THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES-700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 0 5" MAX. HEAD CORNERS 0 0 w a CO- 13" MAX HEAD CA) 4 3/8" TYP. DOOR FRAME WIDTH CLUSTER OF 6 ANCHORS AT INIERLOCK ENDS SEE SHEET 5 FOR CAPACITY CB) Co 11= INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 FALSE MUNTIN OPTIONAL 5" MAX. SILL CORNERS 41 3/4" D.L. OPG. 48 7/8" PANEL WIDTH 41 3/4" D.L. OPG. 48 7/8" PANEL WIDTH 13" MAX. SILL CLUSTER OF 6 ANCHORS_ AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION ox fi ALTERNATE SIZE UNITS: MAX, FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 S0. FT. lf >T I MODUC I REVISED aonorp'llag wl8h Ilseballhqg Florld� Cads ir-OZ .01- Uplualles OOsIiMAR 1o77,p/� RMI �•��CK� Endeel CNlml LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CML FLA. PE 1 70592 C.AN 3538 015 COMP -ANL\W13-49ECO C- CRIES-700 ALUM SIDING GLASS DOOR (L.M.I) 0 0 L 5 .0 5 O a 0 5 drowing no. W13-49 (sheet 1 of 12) • • • • • • •• •• • • •• • • • •• .. • • • • • • • • • • III •• Y•• •• HEAD CORNERS 13" MAX HEAD CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 1/A�) \_J 1JA 6 DOOR FRAME WIDTH i LL ,A- a_ JTP • II • 4 • -—CO a //, // INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 // \FJ // //. /. - ===ic====�r=== • • .{ • ••• •.1, •-- ••.1+♦•• •41414i • •• ♦• • 1 y 1 l{•yi I /7', 11 is/ •a •• T•-----ter=- 11 11 a • T I••• I l >- • _••4 12 I. d i • • • 4 C • • • • ••s • ` • • • • • D.L. 0PG. • • • • • • • • \T • • • ••• • • • • • s • • FALSE MUNTIN OPTIONAL 42 1/16" 42 1/16" D.L. OPG. 49_ 5/16_ D.L. OPG. 49 3/16" PANEL WIDTH ASTRAGAL INTERLOCK 5" MAX. J L SILL CORNERS 13" MAX. SILL - C�Q TYPICAL ELEVATION oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY Engn JAVAD AHMAO CML FIA. PE / 70592 C.A.N. 3538 PRODUC F REVISED ramp.** with the •lori&A bailee Code Amps*. No I Ste- 0 1_2..or- EyiMM. Dote . �, g\ ASdf PTd.el r4o1 O 6 oW 6 n n E a O, d vo .1 o % 4,z t drowing n0. LW13-49 sheet 2 of12) • •• • •• • • •• • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • 5" MAX. HEAD CORNERS FALSE MUNTIN OPTIONAL F 13" MAX. HEAD 4 3/8" TYP. 192" CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY 5" MAX. SILL CORNERS DOOR FRAME WIDTH A INTERLOCKS WITH 0R WITHOUT SEE CHART #1 G _4 --'it _1 1 1---- I 1 INTERLOCKS WITH 0R WITHOUT SEINFORCITG SEE CHART M1 -LIREINFORCING • «, '1, • •• el. • •:;r•• • •'1 I , I I • 1, • I, •• 1 1 • I r- 42 1/16" D.L. OPG. 49 3/16" PANEL WIDTH 42 1/16" D.L. OPG. 49 5/16" PANEL WIDTH TYPICAL ELEVATION oxxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. INTERLOCK CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY Engr: JAVAO AHMAD CM_ FIA. PE % 70592 CA. . 3538 2015 PRODUC f REVISED meow Plying wily Ilse F3nti 4 Seidl,. Cede N• Ateh&Ors .te i4 P • 1 G.p.i `0- a U d 0 rc 0 0 0 rc 0 v ) drawing no. W13-49 sheet __3_of 12) • • • •• • • •••• •••• • •••• • •••• •••i • •••. 0 0 0 O 0 OX SHOWN) xo XX DOOR FRAME WIDTH on(IHOWN) • 6(40 • 0106P•F6L160 WIDTH • • • • • • •••• •• • • • b• ••• • OXO (SHOWN) DOOR FRAME WIDTH © L EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) •••• • •••• •••• • • © (�0-- 1� — C4.ri, O — k� 3 0, I ro 0- T OXX X (SHOWN) OXXO X X X X APPROVED CONFIGURATIONS Co) ASTRAGAL 000R FRAME WIDTH (SEE Dp TABLE) DOOR FRAME WIDTH (SEE Dp TABLE) DOOR FRAME WIDTH (SEE Dp TABLE) l^l EXTERIOR INTERLOCK NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. Engr: JAVAD AHMAD CMI. FLA. PEA 70592 C.AN. 38 2015 PRODBC r REVISED ftallgiDi �I•IYIq Diwith the nut* A010` ""-�C�41Z�PS �1+•w D.te�Lq c4, Coated SERIES-700 ALUM SLIDING GLASS DOOR (LM.I.) 0 ^ o g 2 drawing no. rowing sheet 4 of 12 • •• • •• •• • • • •• • • • • •• • • • • • CHART #1 DESIGN LOAD CAPACITY_- PSF (GLASS) GIASS TYPES GLASS TYPES 'B', 'BI' e' 'A', 'AI' AVERAGE DOOR FRAME WITHOUT REINF. WITH REINF. - - - PANEL WIDTH HEIGHT EXT.(+) INT.(-) FXT.(+) INT.(-) INCHES NCHFS 30 70.0 .80.0 ,-,_ 70.0 80.0 36 1.. 70.0 = 80.0 r 70.0 80.0 42 82 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 62.2 71.1 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 84 70.0 80.0 70.0 80.0 48 70 0 80.0 70.0 80.0 54 62.2 71.1 62.2 71.0 30 • • 40.0 80.0 70.0 80.0 3g • • 7b BO.•Y_ R7�.0 80.0 • •4• • •• 90 70.0 80.40 • 70.6 80.0 4! • • • •di0 80.0• 70., 80.0 • 11150 • ♦ -• 62.6 71.1 30 • 70.0 60.II • it•7QQ 80.0 36 70.0 80.0 70.0 80.0 • •4i 96 • •• leo 80.g • O Wt., 80.0 • •4Y • • • • 70.0 80.6 • 8 •70.6 80.0 • • •••6641.2 71.1 30 Oq 80.6 70.6 80.0 • 01 98 • 7d2 80.0 • • •!.0 80.0 70.0 B0.• • f •7•.111 80.0 46 • ♦ •411 70.0 BO.Q- :.72.Q 80.0 30 • - 70.0 80.0 36 • •- • . `7!.r� 80.0 • •4• 102 ,• - • 70.0 80.0 48 • : 1Y• • : - 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 108 - - 70.0 80.0 48 - - 70.0 80.0 • • CHART #2 TOAD CAPACITY - PSF (ANCHORS) 6 ANCHORS AVERAGE PANEL WIDTH DOOR FRAME HEIGHT AT YEN. STILE ENDS INGIFS NICHES EXT.(+) INT.(-) 30 70.0 80.0 36 70.0 80.0 42 82 70.0 80.0 4B 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 84 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 90 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 96 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 °B 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 102 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 108 70.0 80.0 48 70.0 77,9 INTERLOCKS WITHOUT REINF INTERLOCKS WITH REINF 81 n 3/16" HEAT STREN'D CLASS .090" Inlerloyer SentryGlas By 'Kuraroy America, Inc.' -3/16" HEAT STREN'D GI ASS m i � C3 g / u / ( r- o fi \ �1 \, 29 ,/ GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS ao col / 0 / I II1� 28 \ SILICONE DOW 899 3/16" HEAT STREN'D GLASS 090" Inlerloyer Bulocite PVB 8y 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS \ m n.ar \ m \ n 0 \ SILICONE ( DOW 899 I GLASS TYPE B'7 7/16" OVERALL"LAM.' GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4" SILL HEIGHTS. FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED CLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. GLAZING OPTIONS 3/16" TEMP. GLASS -3/8" AIR SPACE 3/16" HEAT 51RENb GI ASS 090" Inlerloyer SentryGlas By Kuraray America, Inc.' -3/16" HEAT STREN'D GIASS SILICONE r DOW 899 /CARDINAL XL -EDGE SPACER ST. STEEL GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS .090" Inlerloyer Butocite PV8 By 'Kuraroy Americo, Inc: 3/16" HEAT STREN'D GLASS GLASS TYPE 'BI' 1" OVERALL INSUL. LAM, GLASS Ener: JAVAD AHMAD CIVIL FLA. PE a 70592 CA.N. 3538 DE -�l)lr NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 _SILICONE DOW 899 ( CARDINAL XL EDGE SPACER ST. STEEL PRODUC f REVIRED e•Cede44IA Ike Florida A4wqueee Ne - 0Z.C1c FrplrMies hale •et Ceetmi ca fi 0 14 0 rn M 0 0 N 8 5 drawing no. W13-49 (sheet 5 0(12) 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING AT HEAD - [-TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (18:177 KSI, Fy=155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE :1 ')4•*M IN. EMBED INTO CONCRETE * • • I. rtE 'B'- 14/$'• CIA. UI TRAON• '•F•LCO' (18=177 KSI, Fy=155 KSI) • • DIRECTLI•'INTO CONCRETE • •••}•• •1i1%4*�pnIN. EMgLD • • • TYPE 'C.- 1 /i" DIA. SFJ F f1R& I•NC, REINS (GRADE 5 CRS) • • • • • INT I II-DADE CCuNT4 APPROVED MULLIONS (1/8" THK. MIN.) •INTO•METAL STRUCTURES • • • r • • •s!Et : 1/8" TH17! •AN. (?y = 36 KSI MIN.) ALUMINUM : 1/8" iFY(•WIN. (6063-T5 MIN.) • • •(�1CL•L• 11 CONTACT WIH•ALUMINUM TO BE PLATED OR PAINTED) I •••ii• — -- — — — - — — — -- — • • ` • • �'1 DILL — • • • "CAVE 'B'- 1 /4" 0M11 ULTRA0011•BN•'NLCO' (Fu=177 KSI, Fy=155 KSI) • • I •g1REttTLYi INTO CGABCREiF• • • • • L•• 1--3/4"*M IN. EMAEQ• • — — • — •- — AT JAMBS- [ -TYPE A'- 1/4" DIA. ULTRACON BY 'ELCO' (F8=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. UI TRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I TYPE 'B'- 1 1 TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Engr: JAVAD AHMAD CIVIL FIA E I 70592 C 3538 0 22015 PRODUC f REVISED co•P171ug withWM.* Cods Iht FMri•y Magma No -n61 0S' i• fl••IIb D•k. 1t 12. 1 AF dC•uhol 0 a a 0 u D� drawing no. W13-49 (sheet 6 of 12 • • • • •• • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • •• • • • 7, • • • • • • • 1•• • 0 O • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING • • • • (o • • • • • II ••� • • • • • ••• • • • s •••++ • •.••oI • I • _ - •a-•4—� • • • a fif 0 • ••'4••• •1 h•,,,• 93 W 4 W3-- CONCRETE 3 K§W yIN. a EDGE DIST. IBY OR 7BY WOOD BUCK (SEE NOTE SHEET 1) 'I .1ONCNET E 3 KV MIN. v LOAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC f'c = 5000 PSI MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCNORS SEE ELEVS. FOR SPACING NOT APPROVED LIMIT MAX. FOR WATER RESISTANCE EXT.(+) LOADS TO 47.0 PSF METAL STRUCTURES 1/8" THK. (SEE SHEET 6) LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF SILL HEIGHT VS WATER RESISTANCE EXT.(+) LOAD SEE SHEET 5 CHART 1 FOR DOOR CAPACITY MIAMI—DADE COON IY APPR'D MULLION SEE SEPARA1E NOA (SEE SHEET .) L- TYPICAL ANCHORS SEE ELEVS. FOR SPACING ,RDDUc T REVISED •. complying 8118 111e FIodU N n 12 oY ;��11,,,,�I Cs•lrol WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" 0.C. PILE PADS: P1 OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH Engr: JAVAD AHMAD CIVIL FLA PE $ 70592 N 3538 0 - N 8 o� i 73 drawing no. W13-49 sheet 7 of 12 • • k •M •• • • /•••N • • o • 1•••w U • •� • • / • • • • • • • TYPICAL ANCHORS — SEE ELEV. ( FOR SPACING R i w ;T o s F • 1/4' MAX P2 REINFORCING AS READ. SEE SHEET 5 FOR CAPACITY PANEL WIDTH D.L. OPG • • • • • • • • • •• • • • • • 1' IL 17 INTERLOCK D.L.O. PANEL WIDTH EXTERIOR DOOR FRAME WIDTH (SEE Op TABLE) P3 CED 14, TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 213Y WO.r BUCK OR WOOD ST CTURE SEE NOTE .HEET 1 1/4' MAX. SHIM Engr: JAVADU AHMAD 201' CNIL FIA I . # 70592 CA 3538 .i I YRODUCf REVISED •MI•� Caw D.t,'SM.1.;;T\ 4,rs COMP-ANL\W13 0 • _a drawing o. W13-49 sheet 8 of12) • •• • •• • • ••• • • •••• • • • • •• • • • •••• • • • PANEL WIDTH • D.L. OPG. p3 PANEL WIDTH D.L. OPG. • •• • • • • • • ••r•-•• •••• • •••• • _: •.. i.�i•: i:':': Fri • ASTRAGAL • •••• • • • • • •••• • • • TYPICAL ANCHORS • • • SEE ELEY. • FOR SPACII-G• • • • •• • 0 0 .B O • • •• • • • • C) EXTERIOR REINFORCING AS REOD. SEE SHEET 5 FOR CAPACITY P2 r �5 D.L.0 PANEL WIDTH 27 000R FRAME WIDTH (SEE Op TABLE) 1/4` MAX. SHIM DOOR FRAME WIDTH Engr. JAVAD AHMAD CML FLA. P % 70592 C.A.a 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING AND QUANTITY n U a METAL `STRUCTURE 1/4" MAX. SHIM PRODUC r REVISE0 ereoylyM[ .11h the Florkls baling Cede A••yo•a$o I1--1561251- 11II/Y•WDee 31•oe`k.,\ WadP Mc«ra J 0 0 CD CD rn 5 5 5 0 .0 —j drowing no. W13-49 (sheet 9 of 12j • •• • •• • •• • • • • •• • •• • ITEM N PART 6 QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER/REMARKS E701 1 FRAME HEAD 6005-15 - E702 1 FRAME SILL 6005-15 - 3 E703 2 FRAME JAMB 6063-T6 - E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - E705 AS RQD. PANEL LOCK STILE 6063-16 - E706 AS REQD. PANEL OUTER INTERLOCK 6063-16 - E707 AS REQD. PANEL INNER INTERLOCK 6083-16 - 8 E708 AS RE00. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REOD. GIAZING BEAD 7/16" LAMINATED GLASS 6063-T6 - 11 E711 AS REQD. GLAZING DEAD 1" INSULATED GLASS 6063-T6 - 12 E712 AS RE00. SILL TRIM OPTIONAL 13 E713 AS REQD. 2" SILL RISER ,t. - 14 E714 AS REQD. 2-3/4" SILL RISER - 15 •• Edit AS REQD. FIXED PANEL CLIP (CONTINUOUS) - 1i •1.1• • ASREC1• INTERLOCK STIFFENER (FULL PANEL LENGTH) - • •14 /10 X 3/4" HW SMS AS•REQD. FRAME ASSY. SCREWS ST. STEEL - 18A #11i111 il• •MS AS REQD. PANEL ASSY. SCREWS ST. STEEL - • 19, 08 X /2" PH MS FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENOS & 16" 0.C. 20 010 X 1-•/4" PH SMS ROLLER INST. SCREWS NOT SHOWN •WL WEATF I;Sy1Y - •. FRAME AND PANEL WEATHERSTRIP FIN SEAL .190 HIGH BY ULTRAFAB 22 E2311 • •• INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB t-f r E 0 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6545 • •4• PR03♦-60050 • TANDEM NYLON WHEELS IN ST. STEEL HOUSING INTERLOCK (1/2" MTG. SPACER REQD.) .___A__ ••e• • f 1a * FIXED PANEL SKATE t - S8 X 1/2" PH SMS /CLIP.• AS RiQD. FIXED PANEL SKATE INST. SCREWS ST. STEEL - 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK I • •E • A - ttQ. • BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 •-•-•-•-•-•- ea• Pi RUM • SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A • • • • • • • SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Engr: JAVAD AHMAD CIVIL FLA. PEA 70592 CA 3538 015 IRODUC r REVISED talde a�V iwhit the Flneis• bildi We -c 2n, Ic�r doled 0 0 N EE cn c 0 0 2 0 5 L UPDATED TO 2014 FBC REV. PER RER COMMEPS 0 0 15 0 c drawing no. W13-49 heel 10 of 1 3.562 .130 �j 6 - AL-FAROOQ CORPORATION la ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 TEL (305) 264.8100 FAX (305) 262-6978 ', COMP-ANL\W13-49 EC0) 3.562 - -., 25 5.059 1__ n i n �IIT 1.824 o7a 1.648 1 I ! 1.129 LJ 0 I -�1- .078- 1.998.-^----- FRAME HEAD '�1--- 1.998 1.312 2.105 - �1 078 1.648 f .937 .045 062 .937 -e. - 4 " .050 r`062 1 Od121 GLAZING 10 1" INSUL. I L1.252 BEAD LAM GLASS GLAZING 07/16' L1.252-..1 BEAD LAM. GLASS 094 _� 2.625 0 PANEL LOCK STILE �l 0 2.625 PANEL INNER INTERLOCK .210 .210 .068 ..1 .2101 I .068 I - 2.687 1.144--{ I�TI a-1.471-'-I I .062 • • • • • • • • • • •••• • •••• • • • • • 5.532 • • • I • • • • • • • I • • • • • •�62 • • • • 1.998• • • I et1.9•••• • •• • • • • • • • • •L648•• • • 98 • • • • • • 3.562 2.313 3.250 078. l r -1-_.r_.n ...- U 5 Eiiii2I..........i 2.1051.937 I �1SERIES-700 ALUM SLIDING GLASS DOOR (LW.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 IL TEL. (305) 885-5299 FAX (305) 885-5902 j .068 1.047 'I 1.047 I 1.047• I - SILL TRIM 13 2" SILL RISER 02-3/4" SILL RISER i l'_/ b-1.823 PANEL TOP -..10I & BOTTOM RAIL \°J PANEL -2.625 OUTER INTERLOCK PRODUC r REVISED Me Florida arl•W3YN. Cadres -y I .915 - 2.248 125 �. • 1••• • • • • • • • • C • • • • •••• 3 0 • • '•• • • • • FRAME JAMB I 1.494 ___ _.078 d .357 15 .149 FIX. .062' 1.540 PANEL CLIP 1.998 2.067 17 .125 - INTERLOCK STIFFENER description REV. PER RER COMMENTS UPDATED TO 2014 MC NO CHANGE THIS SHEET 1 1.139 1.022 3.687- -{ I .078 IL 11 A i-b612.0 Ey6MMo MR - fw-- l r 1 p 4-7- 3.437 -.078 111 -5.274 / �D FRAME SILL c1 Co111N1 ' ' 1.824 1_,______] 1.648 e�0 ., 3.820 b 3.996 - .078 date. 09-27-13 .role: 1/2' . 1" r dr. by: HAMID «1cbk. by: I Engr: JAVAO CIVIL FLA. PE C.AN. Sl if ;+ AIIMA0 N 70592 3538 2015 2.500 \°J PANEL MALE ASTRAGAL .140 0 PANEL 2.000 --- FEMALE ASTRAGAL sheet 11 of_�2 ▪ •• • • • • • • • • • • • • r • • • • • • • •c••r:• 1 •••• • 1 • • • a • • s 1 • i • • • • • • • • • • • • • • • • • • • • ••••-•• •••• • •••• • • • •• •• • • •••• • • • • • • • •u •• • • e ••7••• • • • 1111 FRAME TQP CORNER FRAME BOTTOM CORNER PANFL TOP/BOTTOM CORNER Engr: JAVAD »MAD CML FIA PEA 70592 CAN. 3538 201' PR(MUC F REVISED mwplyl•e whit Ih FNrW AAc1g6saaei tlbw if D(, I2•01— Eerie.*• 1114 i 1",• n1 -- Kea/ ewe Mated Cwlv1 8 s 2 0 J J FAX (305) 885-5902 e ; rV drawing no.] W13-49! sheet 1 2 of 1 2 r MIAMMADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 (AI-IJ). 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:rSeries "Eco_Guard 200" Aluminum Horizontal Rolling Window — L.M.IJ APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.L)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economv MISSILE IMPACT RATING arge and Small. Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the,product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of tits' efitite 14 4 •$h931 j�e• ptovided to the user by the manufacturer or its distributors and shall be available for irlispecIion 3t the jo6.site at the request of the Building Official. This NOA revises NOA# 14-030.0+and censts£�s of Chiarpage 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation.wac reviewed by Janu jrem,re, P.E. •. . . • . . ... • . .• . _ . . . • . . • . ..• .. .. .. . . • • MIAMI-DADE COUNTY APPROVED •• . . .• . .. . NOA No. 15-0728.05 Expiration Date: -May 27, 2019 Approval Date:.September_03, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA#14-0317.01) 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 a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. •• ••• • • ♦ • • •• . •.•..... (Submitted undarNa.Il##1i1,03.12.08) '. . • • • • • • • . • • • • . .•• ••• .•• • • • • • • . . • • • • • • • • • . • • • • • • . •. • •• .• •• • • • • • • • •.. • • • Manue ' ere , P.E. Product Cont of Ex. iner NOA No. -0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • 0•• • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) C.yclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. •• ••• • • • • • •• (Submitted under NQilit0d3i2.$8� :• • .• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • • • • • • ••• • • • •• • _ • • • • • • r . •• • •• • •• •• • • • • • ••• • . • • ••� �2 • • • • • • • • • • ••• • • • . • • • • • • • • .• •• • • • •• • • • • • • • • • • • Manuel P P.E. Product Control iner NOA No. 15- 1 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5rn Edition (2014), dated 07/08/15, 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. 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 "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t Edition (2014), and of no financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. .. ... . . . . . .. . • • . • • • • •• . ••• •• • • • •• • • •.. • • • • • • • . • ... .. . . . . • •• • .. • • • ... ... • • • • • • •. .▪ . • • ••• • • . . 44.3. • • . • . . . • • • • . •.• • • • • . . . . . • • • • • .. of, • • • •• of, ... . . . ... . . Manuel ' •z, P.E. Product Contra aminer NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 • :• •• • • •• • •• • • •` •• • • •• •• •• • •• •• • • • • •••• • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 3 1/2" MAX. WINDOW WIDTH 4" HEAD/SILL CORNERS A 3 I 1 3" O /1" I iI -F. 11 WINDOW HEIGHT 58 3/4' 1 i1 4 E n 2o • • _ 0 • • • • • • • • ___L_/c,G1C --r-.•-Tri /. =,I • 3 1 1 1 I II r • _-yl-%1F__ - /. 1 r ./-� 4 i `— — bi' ` i• • :h 1 , • ' . _ Li:•. f 1 1 32 3/4" 1 MAY BE USED 11 - • D.L. OPG. e5 3/0' D.L. OPO, • • 6NUTTERS ARE NOT REQUIRED. • • • • • 2 m to • • • •• • • • • • • • • 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" Interloyer .090' Interloyer Subsoils PVB SentryGloa By 'Kuraroy Americo, Inc.' By 'Kuraroy Americo, Inc.' 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 111" WINDOW WIDTH 10 5/8" MAX. 4" (q) MA 3 1/2' MAX. CORNERS A 3 RS :!T I--14 1-1-r-;- 1 I ; -' i i `v WINDOW HEIGHT 58 3/4' o; �- - 11 _ - /. 1;c� r I I 1 D -t - I 3 I ------ /i ,, 1 I1�I /. ; _; _ T FALSE MUNTINS (SURFACE APPLIED) 32 3/4" 32 3/4" MAY BE USED D.L. OPG. 36 7/8" D.L. OPG. ECO-GUARD SERIES-200 TYPICAL ELEVATION$ SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTES �� 'WIDER THAN 36' ONLY GLASS TYPF A SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON CITES WIDER THAN 36' ONLY GLASS TYPE 'B' GLAZING OPTIONS TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE C MUST BE TEMPERED. 1/8" HEAT STREN'D. CUSS -5/16" AIR SPACE 1/8' HEAT STREN'0. GLASS .090" Interloyer &loci ° PVB By 'Kuraroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SIUCONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' ANCHORS AT MTG. STILE ENDS TYP. ANCHORS REQD. FOR SIZES AND LOADS KED WITH ''' ON SHEET 2 ONLY U T ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVFIZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Elton .AVAD AHMAD CML FLA. PE Y 70,'f92 C.A.N. 539 2015 PRODUCT REVISED m complying with the Florida Building D Acccpl0ncc Nu15"•15.gS 8' Iran.Dale SFt/A9 O)9 Dyin ,. Product ( nV i.% N J (r) 04 ILI 1- >_ w N co Oo_1M1,n 0Z 31 osto W mn 0 n O a0 0 UPDATED TO 2010 FRC 12 3 a o_ v 0 n v. 0 i 2 o � � 1 drawing no. W09-12 sheet 1 of 7 • • • • • • • • • •• •• • • • •• 0• •• t• • •• • DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) W/0 HEINF., WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE WINDOW DIMS. A 'A' ---.. '8' 'C' WIOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 6 70.0 800 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (5) 6 70,0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26 -I/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 63 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" •) • __ 60 70.0 70.0 80.0 90.0 70.0 80.0 • • • � 70.0 : 71L0• • L0.0 80.4 * 70.0 80.0 • `4" 0 4• 70.0 40.0 •0.0 90.0 70.0 80.0 54" • • •6" • : • 24 4. 70.0 • 80.0 �0.0 90.0 70.0 80.0 70.0 8010 03.0 90.0 70.0 80.0 48" 6 60" (3) 770.0 • • 02" • • •3• * 0 900.0 90.0 70.0 800 • • Z4" • • • f 4 70.0 k1 0� • 1,0.0 90.0 70.0 80.0 70.0 80.0 90.0 70.0 80.0 • 36" 4 • " • • 6• 70.0 •80.00 • 80.0• • ip.0 90.0 70.0 80.0 •0" r • 6• 70.0 !(•0• a 80.0 90.0 70.0 80.0 • •:2" 8 70.0 • /AA• • §p.0 90.0 70.0 80.0 24" 4 70.0 8A�0-• 80.0. 90.0 70.0 80.0 • • 3.6' • a 46 70.0 r1�0.0 • e0.0 90.0 70.0 80.0 n3,1148" 60 70.0 • 80.00 080.0 90.0 70.0 80.0 • • �0" 5• () 6a- 70.0 • a0.0 :0.0 90.0 70.0 80.0 70.0 80.0 80.0 72" • • • • •g• 80.0 90.0 70.0 24" " • 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 - 487 =(6)-.. 6 70. 0 70.0 ' 80.0 90.0 70.0 80.0 1": 61"l 6 70.0 70.0; 80.0 90.0 70.0 80.0 72" 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EOUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - _PSF (X0X SIZES) WINDOW DIMS. A `W/0 HEINF. WITH REIN?. CLASS TYPE. 'A' GLASS TYPF. '8' G1ASS TYPE. 'C' WIDTH HEIGHT EXT.(1 ) INT.(C) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26„ (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" �6) 12 70.0 70.0 80.0 82.6 * 70.0 80.0 111" 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 84" "60""' 9 70.0 70.0 80.0 90.0 70.0 80.0 �96'�r ` (6)'r 12 70.0 701 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 81.6 * 70.0 80.0 A = NO. 0' ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCIIORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) C= OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ('xoX'-7 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 1Y/0 HEINE. WITH HEINF. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/2w) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD CML FLA PE t 70592 C.A.,. 538 PRODUCT REVISED as complying with We Florida Building Code 15-0 O Aceeplaace No 0 ETeirantm Date 20205BY Mia' FAX (3C5) 885-59C G 2 9 0 vz n * 2 � a _ 0 8 drawing no. W09-12 sheet 2 of 7 ,) • • • • • • • • • •• 1 BY_ W000 BUCK " d ea 10 0 • •• • • • • • • • • • • • • • • • • • •' ••S• �i•• •• • W �— o F•ii• • • 3 • W• •••• • •••• •• • • • • • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING de . d e TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST..1 0, TYP CAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EOGE DIST. I\ .._ TYP CAL ANCHORS SEE ELEV. FOR SPACING EDG DIST_ m 8 16 IYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEAL ED WITH JOINT SEALER. i 18Y WOOD BUCK EDGE DIST. J TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=11% K51, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 814 SMS OR SELF- DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/B" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/2" THK. MIN, (6063-T5 MIN.) (STEEI. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INFO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc a 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS f'm = 2000 PSI MIN Engr. JAVAD AHEAD PRODUCT REVISED CML as complyingwith the Florida FLA. PE i 70592 CAN. 3538 Building Code Acceptance No 0 20I1.' Ex Ratio Dale fly Mi n a ade Product Con ua COMP-ANL\W09-12E A 20 PI4 5 6 6 16 o a inC 0 IL I drawing no. W09-12 (Theet 3 of 7 0 • 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 o- �\ 8 METAL STRUCTURE -- SCREEN OPT 20 4 • •• • • • • • • • • • • • • ••s• STEEL REINFORCING AS REGD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH XO LAYOUT • •• • • • VENT WIDTH • 1/4' MAX. • • • TYPICAL ANCHORS — SEE ELEV. FOR SPACING • • • • j ipiEEN OPT • •• • • • • • EXTERIOR MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA D.L. OPG. WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS 1BY W000 BUCKS TYPICAL ANCHORS -SEE ELEV. FOR SPACING VENT WIDTH D.L. OPG. —SCREEN OP STEEL REINFORCING AS REDD. SEE SHEET 2 FOR CAPACITY SCREEN OPT WINDOW WIDTH WINDOW WIDTH 1/4" MAX. SHIMS 18Y WOOD BUCKS 1 1./4" TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 Eng,: JAVAD AHMAD CML FLA. PE k 70592 CAN. 3538 2015 PRODUCE REVISED as complying with the Florida Building 0,de Acceptance No 1 Es nation Dale By Mialn' rade Product Con re U J —J a "0 0 J W } w no 3(D g' O 0 Z_ 3L Z } O J — U ww r W of —7 a V drown/3 no. W09-12� she 4 of 7 • • • • 8 • • EDGE GIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • .••• • • • • • • • • • METAL STRUCTURE i TYPICAL ANCHORS SEE ELEV. FOR SPACING • • 1 • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • •••• • • • • • O ALT. EDGE DIST TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 (5 MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE Dlsr. 28 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER CD) ALT. Engr: JAVAD AHMAD CML R.A. PEA 70592 CA . 3538 0 2015 PRODUCT RRVISED ai complying with the Florida Ruilding Coda Acceptance No 0 .0 Ewiretiat Dale z h o ap re. 0t V 08.H ° :.0 ; 0 4W3�F LLzi=EE W 1 0 z a a U I � L drawing no. W09-12 ] sheet 5 of 7 • • r2.750 - 1.140 1.610 FRAME HEAD 1.140- 1.610 •• • 813 • •••• •• • 3.676 • ••••• •• • • • • • v • • • 1 2.76) • • a • an FRAM!6t4•• • 2.750 SILL TRACK - 187 r1 .062 -1 .874 L- 1.687 MOV. FRAME JAMB 9) VENT TOP/BOTTOM RAII. \ • 7 •JAMB STILE • •• 50e • •••• • 1.344 • • MEETING RAIL 1.375- FIXED MTG. RAIL -1 .750 r 2.812 2.812 062 3/I6" vi r yppy//��///�////771 12 I STEEL REINFORCING .803 045 2.246 1.047 - --I 1.047 2.750 v l 969' .4— 1.688 O FIXED FRAME JAMB GLAZING BEADS 769 2.611 2B FLUSH FRAME ADAPTER ITEM PARTY QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-T6 - 3 FY203 1 SIIL TRACK INSERT 6063-T6 - 4 FY205 AS REGD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS REGD. FIXED FRAME JAMB 6063-16 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS REGD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FY110 AS REGD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 11 - AS REGD. REINFORCING BAR STEEL - 12 - AS REOD. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS REGD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 p8 X 1" AS RE00. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 pa X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REGD. FIN SEAL WSTRIPPING - ULTRAFAB 20 0300T190 AS REGD. BULB SEAL 0-LON SCHLEGEL 21 E207 AS REGD. BULB SEAL SANTOPRENE ULTRAFAB. DUROMETER 6535 22 E203 AS REGD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 23 FLB-50 AS REOD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. OH SMS PREFERRED ENG. PRODUCTS 25 26 #8 X 1/8" WAN. 2/ LATCH _ 2/ WOW. LATCH INST. SCREW WEEP VALVE ST. STEEL - 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 7/ IITE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A Engr: JAVAD AHMAD CIWL FLA. PE p 70592 CA,N. 3538 t`T 1'RIJDUCT RINVISEI) as complying c th 1he Florida Building aide Acceptance No 16.0 L's i Lion Date Hy hh;a Dade Product Calf ) drawing no. W09-12 sheet 6 of 7 • •• • • • • • •••• • •• • • • • • • • • • • • • • • • • •• • ••IPERTR)P/BOTTOM CORNERS • • • • •• •• • • • • • • • • • • • • • •1•••• • • • •• • • • • • • C • •••• FIXED MTQ. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER Engr: JAVAD AHMD CIVIL FLA. E d 70592 CA. . 3535 0 2015 PRODUCT REVISED A4 complying with the Florida Building Code Acceptance No 28.cg Ex i�raliioonDate !/F.?1�1010/ • 19 0 0 a 0 G v t 12 tt drawing no. W09-12 sheet 7 of , J DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 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). MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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. DESCRIPTIONrSeries "600" Aluminum Single Outswing doors w/wo. Sidelite-S.M.I. APPROVAL DOCUMENT: Drawing No. W15-68 REV A, titled "Series 600 Alum Outswing Entrance Door (S.M.L)", sheets 1 through 9 of 9, prepared by Al-Farooq Corporation, dated MAY 10, 2016, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATINGTSrnall'Missile Impaet'Resistant Limitations: 1. See Design Pressures for Single door or Single sidelite in sheet 2 and single door w/Sidelite in sheet 3. Max. Single door frame width = 37-7/8". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .. ... . . • • • .. INSPECTION: A copy of this entire.NOA ih��l apioid d teShe user by the manufacturer or its distributors and shall be available for inspection at thelobsite at'tfie rtqutssfof the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was yieVd by.Ishac I •. Chaada. .E. .. . . . . . . . . . .. . ..• .. .. • • ... . . . . ... • . • • . . . • . . • • • ... . • . • . . . . . . . . . • .. .. . • . .. .. 0.. . . • 0.. . • NOA No. 15-0914.11 Expiration Date: June 02, 2021 Approval Date: June 02, 2016 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W15-68 REV A, titled "Series 600 Alum Outswing Entrance Door (S.M.I.)", sheets 1 through 9 of 9, prepared by AI-Farooq Corporation, dated MAY 10, 2016, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum Single Glass door w/wo sidelite, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-8201 dated 06/26/2015, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5th Edition), prepared by Al Farooq Corporation, dated 09/28/15 and last revised on 04/21/16, signed and sealed by Javad Ahmad, P.E. 2. 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. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER • • • • • • • • • • • • . ....•.... 1. Test proposal, dated' 10/ 14i1 L MipIovea•hy %time D. Gascon, P.E. . . . . . • .. ... .. . . . .. • ... . .•. • • • • • • • • • • • • • • • • • • • • • • • • • • • •. . • • • .•. • • • • .. • •.. . . . • • • • •• f_i•• • • • • • .•• . • • • . . • . . . . . • • . • • • . . . .. .. ... • . . ... . • Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0914.11 Expiration Date: June 02, 2021 Approval Date: June 02, 2016 • • • • • •• • • • •••• • •• • • • • • • • • • • • • s • • • • •••• •• •• • • • • • • • •• • •••• • • • • •••• • • • • • •• • • • • • • • SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR FOR SINGLE (X) DOOR AND STAND—ALONE SINGLE SIDELITE CAFADTIES SEE SHEET 2. FOR SIDELITE MULLION CAPACITY SEE CHART ON SHEET 3. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 73/16" HEAT STREN'O. GLASS \ .090" Interlayer \ Butaclte PVB \ `By K.raray America, Inc.' — 3/16" HEAT STREN'O. GLASS \II \ 1 SILICONE r / DOW CORNAG 899 GLASS TYPE `G2' 7/16" NOM. LAM. GLASS 5/32" TEMP. CLASS \ 5/16" AIR SPACE 3/16" HEAT STREN'D. GLASS \ \ \\ .050" Interlayer r Butocite PVB 1 By 'Kuraray Americo, Inc.' ' 13/16" HEAT STREN'D. CLASS `II / DOW CORNING 899 _SILICONE \11/ a z m to GLASS TYKE `G3' 15/16" NOM. INSUL. LAM. GLASS THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. MIAM1—DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. 07 GRADE. SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. u 35 Approved asewnp1yinv wo5 the Florida Rrn65n8 Ccroje 1's.V -'Fc2w.0) J� Ni)A# /S-, f/4 !! is,ha,ui F;arle Prod,o,t amtvol CARDINAL XL EDGE SPACER ST. STEEL SILICONE SEI LNG BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ? AY 1 0 201 (UPI TATE OF . G{/ .FCpI�tOP.•' ®��IONAL 2 0 0 z 0 W15-68 J sheet _1 of 9 3 (1 • = • • - •: w • Q•mz m4 • 0 • • t • •• ••6-■1 • •• •• •••• •• •• ■ • • • J • • • •• • t • • • • • •• 6" 3" MAX. HEAD/SILL CORNERS T( 37 7/8" TESTED 000R FRAME WIDTH 9" MAX. I SILL (C) • •• x• • T § L}••• •_.••• r` 0• r • I / •l�)\•j •••••• • •-• •-•-• •[ • • / • •�$�1q�.p�.E APPLIED • ••10 FAUNTINS Ojy••• DECCRATIVE GRILL • • MAY BE USED M •• I I y • • • alm W • • a� 25" D.L. OPG. 35 1/8" MAX. LEAF WIDTH SINGLE DOORS (X) LOAD CAPACITY - PSF DOOR DIMS- GLASS TYPES 'G2' & 'G3' FRAME WIDTH LEAF 1 FRAME WIDTH I HEIGHT EXT.(+) INT _ 1„ '() 37-7/8" 35 -1/8"; 98" 70.0 ; 135.0 LOCK SEE SHEET 7 FOR DESCRIPTION GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR) = FRAME HEIC-IT - 11.125" D.L.O. WIDTH (DOOR) = FRAME WIDTH - 12.875" NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. TESTED i SIDELITE FRAME WIDTH 6' 3" MAX. HEAD/SII L CORNERS 9" MAX. HEAD]SII L ____ / /s / I i .__--- ty I T f, D.L. OPG. (mil I _- I I I I I? 1 I I SURFACE APPLIED FALSE MUN11NS 0R DECORATIVE GRILL MAY BE USED 32 1/2" D.L. CPG. (0) SINGLE SIDELITE (0) LOAD CAPACITY - PSF SIDELITE DIMS. GLASS TYPES 'G2' k 'G3' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) 37" 98" 70.0 135.0 42" 86" 61.7 114.5 GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.0" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.50" NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC- 219 Approved us complying with 1ho Ftaridu Hui(C{ing cgd,_ Date G/2- NOA# /C-o`T'-/"Zf• Miami Dads Product Control ny MY 1aZC ■' OENSF •'•;Q - 7T.92 _1 *- TE OF ORID�'.•' '�`���7 c9 . SERIES 600 ALUM OUTS m 21' ( drawing nol l W15-68 j sheet 2 of 9 Oat.: 09-09-15 ET • • • • • • SIDELITE MULLED WITH SINGLE LEAF DOOR SINGLE SIDELITE SIDELITE DESIGN LOAD FRAME FRAME CAPACITY - PSF WDTH HEIGHT EXT.(*) INT.(-) INCHES INCHES 24 70.0 135.0 30 70.0 135.0 36 82 70.0 135.0 42 61.7 114.5 24 70.0 135.0 30 70.0 135.0 36 86 70.0 135,0 42 61.7 " 1145._._ 24 70.0 135.0 30 92 70.0 135.0 36 70.0 135.0 24 70,0 135.0 30 98 70.0 135.0 3E 70.0 135.0 •• • • . • • • • • • • • • - • • • • •SIDELITE `(tOA� MOTH • SEE TABLE ABOVE • •• • •r•••• 3/8' •41 :.DSOR FRAME WIDTH •••• • • ;••.� E:•• • _OR OOR DELLIIENSIDELITE�SHEETEE MULLIONCAPACITY• SEE ABOVE. • • • i! ER VALUES FRORI DOOR,•911pElliE• OR MULLION • • CHART WILL• $FfiN j0 ENTII SY� BEM. • • • • • • • • • 3" MAX. HEAD/SILL CORNERS J 3" 75 1/4" TESTED OVERA_L FRAME WIDTH �3' ( ,A) TYP. I I l C) / / O L CLUSTER OF (6) ANCHORS AT HEAD/SILL / 9" MAX. HEAD S LL (E) I I I, , 1 I I GPI .3" 25." D.L. OPG. 35 1/8" MAX LEAF WIDTH 37 7/8" MAX. DOOR FRAME WIDTH j 11 I 32 1/2" (x0) D.L. OPG. 37" SIDELITE WIDTH 0 a mynturl �.uh 11K Lla CoJ. D4tc. G 2///6 MC. )A# /04}/_SF.f/ Miami Ftadr Products antralL1rs by /5.4.2 •- MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 51.2 SO. FT. PFR FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 X3\\111111 It i7 N�•.• OEN V 56' 92 EOF 4/zi ONAL ce 0 5 0 IN drawing no. 1 W15-68J I sheet 3 of 9 ) 5/16" MIN. THROW BOLT PENETRATION `\ • • • • • • • • • •• • • • • • •,i o, •A • •• • • .• • • • • • • • • • •••••• 5/16" MIN. THROW BOLT PENETRATION EDGE DIST TYPICAL ANCHORS --SEE ELEVS. FOR SPACING • • • • • • GLAZING OPTIONS SEE SHEET 1 • T••••is/ •• TYPICAL ANCHORS SEE ELEVS. FOR SPACNG LOAD BEARING SHIMS 0R POURED do HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC Cc = 5000 P51 MIN. i PROPERLY SECURED 'BY OR 2BY WOOD BUCK / EDGE DIST. LTYPICAL ANCHORS SEE ELEVS. FOR SPACING \ (2) 2EY WOOD BJCK OR WOOD STRUCTURE / SEE NOTE SHEET 1 EDGE DI$1. ..� TYPICAL ANCHORS L SEE ELEVS. FOR SPACING 16Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IM°OSED BY GLAZING SYSTEM AND TRANSFER [THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 5/16" DIA. ULTRACON BY 'EICO' (Fu=177 KSI, Fy=155 KSI) INTO WOOD BUCKS OR WOOD STRJCTURES 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) N14 SMS 0R SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULL. IONS (MIN. TIIK INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Ym = 2000 PSI MIN. 1 /8") EDGE DIST. META_ STRUCTURE (SEE SPEC BELOW) 0. N LTYPICAL ANCHORS^ SEE ELEVATIONS FOR SPACING MAMI—DARE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE N0A 1 I LTYPICAL ANCHORS SEE ELEVS. FOR SPACING Approved as complying with rh I'Inrida Hu Idi C'u& nat �z(i NOAa 09/54// Miami Dade P,odacl Control My /74tu-K1.- WI 1 0 LC t.,: DOOR DETAILS /t�tliI.ifi � of 70592 � J 0 o drawing no. W15-68 ,sheet 4 of 9 • 1/4" MAX. SHI TYPICAL ANCHORS SEE ELEVS. FOR SPACING • •• METgL STRUCT!RE SEE SPEC SHEET 4 • • • •• • • • • • • • • • •• • • 3/8"•MAX. • SHIM •••• • • • •TetAL ANCHORS SEE ELEVS. • •FOR SPACIN •• 6) •• • • • • • CONCEAL EO FLUSH BOLTS (D) LEVERS AT STILE FACE \ 3/8" MAX. SHIM EXTERIOR DLO. LEAF WIDTH 25 26 000R FRAME WIDTH I!/ AI 1RY OR 2BY WW000 BUCK V MASONRY R ,CONCRETE EXT. • • • • • •• •• • • • • • • • • • • • • • •• • • • TYPICAL ANCIIORS SEE ELEVS. FOR SPACING \ 10CK SEE SHEET 7 FOR OESCRIPTON 3/8" MAX. SHIM \ O) 2BY WOOV BUCK \ WOOD STRLj1TURE `SEE NOTE/SHEET ^. EXT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING DOOR DETAILS J , o'co .. mplyulg wog Ux ueida Buildit Cotk irate G/ Z/// Nona /C-o9,iz•// Miami Dada Product Control Hy /SL.. y /'%. 03. O/ 4O .70592 yti u _ STATE OF .. v.• F�ORID�'.•'\/ CC 0 G ^ FAX (305) 885 - 5902 4w >, dote: 09-09-15 1 drawing no. L W15-68 sheet 5 of 9 J E` I • . •• ••. • • - • • 0 0 • ia o •_4 o' a 0 •},•• E. • • •Ia t'/••. • DGE .0IS: - • • • •, • • • TYPICAI ANCHORS SEE ELEVS. FOR SPACING 0 ‘LAZING OPTIONS 4EE SHEET I • • • • • • • • • • • • • • • CONCRETE • a • ` o \ v EDGE D15T. SINGLE SIDELITE •• • LOAD BEARNG SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c = 5000 PSI MIN. 412 'f mI� 7,1 TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEVS. FOR SPACING \ META_ STRUCTURE I, SFE SPEC SHEET 4 3/8" MAX. SHI IE' EXTERIOR D.L.O. SIDELITE FRAME WIDTH LEAF WIDTH DOOR FRAME WIDTH 37-7/8" MAX. (H ) CVERALL FRAME WIDTH ® 4 O 26 i J - _ - —jl� 11,11 ,,nn�.�..1111 .a'.. DOOR FRAME WIDTH 37-7/8" MAX. EXT. SIDELITE FRAME WIDTH 3/8" BY OR 28Y WOOD BUCK . MASONRY • OR . CONCRETE a \ TYPICAL ANCHORS I. SEE ELEVS. FOR SPACNG (G) EXTERIOR 01.0. SIDELITE FRAME W0TH Approved as coniplyin9 "Mh the Florida B. 6 Do 2" __ „i I Miatni'/D/a&sPLgcd..ucL-c'e"� liy 4.--- . �.� TYPICAL ANCHORS SEE REVS -7 FOR SPACING 3/8" MAX. SHIM MASONRY .OR CONCRETE f SIDELITE DETAILS 206 `�EI��I11111111TT7j No: 70592 '\_\ STATE OF / PNAL uo w Q a 0 Ce 0 K i Ln 1 J a J W }W Cr) Ito (n^ (.0 ;:- Oor"7 g 0 Z ( 3 Zy WO W � J O 0(,_ w m e _ ~ a o — _ drawing no. W15-68 (sheet 6 of 9 ) LOCK: CONVENTIONAL DOOR LOCKSET WITH HANDLE 9Y 'SCHLAGE' OR 'KWIKSET' LOCATED AT 38" FROM BOTTOM KFY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO LOCK STILE WITH (2) #8 X 3/4" FH MULTI THREAD SCREWS (2) 8-32 X 11/16" PH MS SURFACE MOUNT METALLIC DEAD BOLT LOCK BY 'SCI--AGE' OR 'KWKSET' LOCATED Al 43-1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO LCCK STILE WITH (2) #8 X 3/4" FH MULTI THREAD SCREWS (2) 1/4-28 X 2-1/4" OH MS FLUSH MOUNT METALLIC STRIKE PLATES FACING LOCKS AT 39" AND 44-1/2" FROM BOTTOM EACH PLATE FASTENED TO FRAME JAMB WITH (2) #10 X 5/8" FH SMS CONCEALED RUSH BOLIS 8Y 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED A7 10-1/2" FROM TOP AND BOTTOM FASTENED TO LOCK STILE W.TH (2) y8-32 X 1/2" FH MS • • • • • • • • •••• • •• • •• •• • • • • 3-1/2" X 7-5/8"x •1ikT•TIUK. EXTRUDED ALUM HINGE • PAAP I}F6-107 BY SilUVAN • ASSOC. • • S .HISCES PER LEAF • • • g6TTOM II NGE AT 10-1•/4" FROM BOTTA • ilk' jij3CJ AT 11-3/4", TOP • • • • CENTER HINGE AT MIOSPA* (38" C.C. M3.) • AAA Al R+STENED AV11#1b X 1" FH S'E • in5% :Cj4t•'9S AT HINGE STILE • • • • • 6 SC77�iEWS AT FRVA4 45),43 • • • • • • • •••• • ▪ • • • • • •• •• • !i�AL••ANTS: • • • • • • ALL JOINTS AND•R•MNE•OONNECTIONS SEALED WITH SCHNEE MOREHEAA JM55e4 SEALANT. / / / / • \ \ ITEM / PART rY RFQD.- DESCRIPTION MATERIAL- MANE./SUPPLIER/REMARKS 1 E601 - DOOR FRAME H=AD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-16 - 3 E603 - DOOR FRAME JAVB 6C63-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELI TE 9" BOTTOM FRAME 6063-T6 6063-T6 5 7 7A E605 E607 E625 - SIOFLITE FRAME JAMB - - LEAF TOP & BOTTOM RAIL 6063-T6 - - LFAF 9" BOTTOM RAIL 6063-T6 - 6 E608 - LEAF W'STRIP ADAPTER 6063-T6 - F609 - LEAF H'NGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 12 E612 - I EAF AI IG\MENT BRACKET 6063-T6 - 13 E613 1/ CORNER LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 2/ HINGE HINGE BACK-UP PLATE 6063-T6 9" LONG 138 E613 1 LOCK REIN=ORCNG PLATE, ABOVE AND BELOW LOCK 6063-T6 24" LONG 3C (/10 X 3/4" 1/ PLATE LOCK REIN=ORCING FASTENER 6063-T6 FH SELF DRILLING SCREW 14 FY109 - GLA7ING READ (I AM. GLASS) 6063-T6 - E710 - 0IA7ING BEAD (INSUL. GLASS) 6063-T6 - 16 F616 - SNAP COVER 6063-I6 - 17 E613 - BOLT SUPPORT 6083-16 NOT S-IOWN 18 E623 1 SIOELITE MILLION 6063-16 - F0-107 3/ LEAF HUI1 H NGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS -- CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 /10 X 1-1/4" AS REDD. FRAME ASSEMBLY SCREWS - HH SMS 23 j112 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 25 26 1 27 28 .L____ - WI1323 E20618-KN-3020 E206 - - - - I - - 3/8" DIA. THREADED ROD STEEL - PILE W'STRIPPING WOOL U. TRAFAB BULB W'SIRIPPING EPDM - GI A7ING BEAD BULB EPOM ULTRAFAB XL EDGE SPACER (INS.:L. LAM. GLASS) ST. STEEL CARDINAL 2 I =622 - FI. USN ROLT CUP NYLON - 30 D101RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADA=TER FH SELF DRILLING SCREWS, AT 5" FROM EACH END - - 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80+5 ; ITEM NUMBERS 6, 11, 32 AND 34 ARE NOT USED IN BILL OF MATERIALS :11T..oved as complying 086 the Florida Dui mg C. 11:1C G 2//" NOAB /r-O ,/ y Miami Dade Pr. t Control Dr 14�.h7(..4A4J_ A` g2 `11,1i1TfiAir,, ,r\ \ so All, "> ocENst Ii I� No 92 ' �1 Y7 : TATE OF 2 C__ r drawing no. (W15-68 SJ (sheet 7 of 9 t^-1.750 -�i I �, I 1�.394 .130-� � �- 1 4.000 .078 403i 079 4.750 `"C .803-�4--_O50 4 .937 .045 _062 .625 (1' fie q 1 CS 1---2.062--,-- DOOR FRAME HEAD/SILL P 1.625 ��AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) 1I TEL (305) 264-13100 FAX. (305) 262-6978 3 j • .¢ a ,.._, 0 U -a'1.047 �- (14) GLAZING BEAD LAM. GLASS --� 1.252 (is) GLAZING BEAD - INSUL. LAM. GLASS L 1.507---{ 2.000-1 4.000 -_-�{ �7) LEAF TOP/BOTTOM 1.507---1 RAIL ea 4.781 .078 D 1.625 3.719 • 07a 8.250 4.500 - .156 4.719 .078 1.750 1.507 SERIES 600 ALUM OUTSWING ENTRANCE DOOR (S.M.I.) LC. WINDOW SYSTEMS, C. ', 9114 N.W. 106 STREET MEDLEY, FL. 33178 TC-- (305) 885-5299 FAX (305) 885-5902 7.531 4.000 LEAF HINGE STILE _ 018) -. SIDELITE MULLION • • i4i .1.507-.-I 0-1.750-- TOP & •• • • • • • • • • •0• BOT•FRAME • it • • 5.344 • 4.000 •I•1- • 1.750507 7.094 1.750329 ---- :': 078 J• •• • (� 9" BOTTOM RAIL _ (IT 1.584 ,t4uuv.J us e�mUiying wWtiai • • •••• ;� _f_ • .078 LEAF LOOK STILE • • • • ••J • • • FRAME • �q• �i 812 ••may• • cis • • - 1.5071 LEAF ALIGNMENT BRACKET thv da HuiWW��ww Da1r G/L/� • • • • 1�- 1.500 ^{ • • I I .312 Miami Dade 14ndnet Control / /S�j o d �-�y-" -�{ Ny / '. i, 4 • • .050 1 . • • • 7.687 • • • I• 1.197 r_.375 / 3.719_.078 1.574 11 125 062 (e LEAF W'STRIP ADAPTER .154 `i6) SNAP COVER 13 () LEAF CLAMP �n o 'v 8.281 9.000 (\. HINGE BACK-UP PLATE 138) LOCK REINF. r_ 1.500 -`i .625 1.500-�j 6.719 7 1.625 `t/ 1111i71j7 's:0 � 4,,yy9977�Ti /� �� CEN4.1..;G /� 70592 = 0-r 4.000 .078 - 2.097 1' 4.000 .078 - 1.507 VI aa(e: 09-09-15 in' f,ouiet 3/8.. 1- J ldr. by. 1ARi0 [chk. by: F . ' STATE OF . 0,7.7 c drawing no. W15-68 4.000 �� SIDELITE 9" BOTTOM FRAME t.•Y 1 0 2r1 ,� ..FtoR!oP.•a..(k: �7ji �0 �'� �����) !/1111110,- DOOR FRAME JAMB O i\ s) SIDELITE FRAME JAMB sheet 8_of 9 ) • • • • • • • • • • • • • •• •• •[•Df)i•FRAME •ORNi* • • • • • • • • • • • • • • •••• •• •• • • • •• • • • • • • • • • • • • • • • • LEAF CORNER 9.5 SIDEUTE FRAME CORNER rtmlda Handing Code Date z,/G NORM Miami IAProduct Control dY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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 "Eco-Guard 300" Aluminum Fixed Window --- L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Smai[Missile-ImpactResistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this elitire•t1QA: s>3aI, lte provided to the user by the manufacturer or its distributors and shall be available for inspictidrt at tIteNtsitq, at the request of the Building Official. This NOA revises NOA# 14-0317e0S and:coi st;otttis:page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewedby Moiquel gqicezehE. MIAMIDADE COUNTY APPROVED • . ..- . . • . �} . . . •. • • • • .. • • . . . • 2• • ••• • • • • • • • • • • • • • • .. • • • .. ... • • • ... • • ¢� 15• • • ... • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade,gov/economy rNOA No. 15-0715.10 ElExpirationDate: June 17, 2019 Approval Date:. September. 03, 2015 Pa ge 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, 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 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per. FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installattdntl'iagta4i Qf a 47 f/ i'•wide x 96" high Eco-Guard series 300 aluminum trianguta .top i edv inZo3Nrpfepared by Hurricane Engineering & Testing Inc., Test Report Nl,; cJate1101/15/09, signed and sealed b Candido F. Font, P.E. (Submitted under NOA#09 0413 08) .. ':' • '; • ' ';' ';' Manuel P,.Germs, E. • ••• / j Product Control E*an i4 er .. ••:' • :' ;' NOA No. 15-0715.10 Expiration Date: June 17, 2019 .... ... •.•. . Approval Date: September 03, 2015 • • . • • »-1. . • . • •.. • • . • • • • • • • • . • • •• •• • • • .. •• ... • • •• ••• • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. 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 "SentryGlas® (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'h Edition (2014), and of no financial interest, dated July 8, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 04/10/14 and expiring on 06/17/19. •• .•• • • • • • •• • • • • • • • • . •• •.• •• • • • •• • •.• • ••• _ ••• ••• • • • • • • • • • • ••• • • • •• • • • • • • • • • •• • •• •• •• • • • • • • • •• • • • • • • • • • • • • �(� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • / Manue Pe ez, '.E. Product Control am' er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 • 1.608 _1 1.813 1.000 .062 F 2.750 FRAME HEAD/SILL/JAMB .875 Q FLUSH FRAME ADAPTER 1 ..7soso .813 .803 GLAZING BEAD • • r 1.070 •• • 050 • • • 0.375 • • • • • • • • • • • • • • • ANCHOR COINER • • I•••• •••• • •••• •• •• • • • •••• • • • • • • •••• • 1•••• • EC(S—GUARD %ERIES-30t • • •�I�ChvHNUM.FLXFl�WINDOiT•••• • •DESIGN LOAD RATINGS Ft7R THESWItilpT45, TO BE AS PER • r SOW/RC SHOWN ON SHUTS 2. • • •••••• APPROVAL APPLIL•S TO S,NGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. 0R FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 6' MAX. HEAD/SILL CORNERS WINDOW WIDTH O.L. OPG. A 70 a t 1.f 4 12" MAX. -- �1 HEAD/SILL TYPICAL ELEVATION GLASS D.L.O. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.L.O. WIDTH = WINDOW WIDTH — 3.625" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVAD ANMAD CML FLA. PE / 70592 C.AN.I0538 102015 N PRODUCT REVLSBD av complying with the Florida Building Code 15.0 r5• ►o Acceptance No EN nation Dote 201q By Miami adc rodod Co V M' U n vn n i^« 3a 72. 0 s � a a b JI cdrawing no. W09-20, eheel 1 of 5 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF IOQ CORPORATION ra 11 PRODUCT DEVELOPMENT I f r AVE FDA 33174 8100 FAX (305) 2826978 COMP-ANL\W09-20ECO 3/16" ANN. GLASS 3/18' HEAT STREN'D. GLASS WINDOW DIMS. I GLASS TYPE 'C' ( CLASS TYPE '0' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH_(W) LENGTH (L) ._1NT.(-), JEXT.(+) 1NT.(-) WIDTH LENGTH .090" Intedayer .090" Interlayer Butccile PVB SentryGlas 'Kuroray 24" .EXT.(+). 75.0 80.0 80.0 90.0 (W) 26-1/2" (L) EXT.(4-) 75.0 1NT.(-) 60.0 E%T.(+) 80.0 1NT.(-) 90.0 By America, Inc.' By 'Kuroray Americo, Inc.' 30' - ` 75.0 - - 80.0 -- - 80.0 90.0 77' 75.0 80.0 80.0 90.0 3/16' ANN. GLASS 3/16" HEAT STREN'D. CLASS 36' 75.0 80.0 80.0 90.0 53-1/8" 28" 75.0 80.0 80.0 90.0 42 36• 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 SILICONE DOW CORNING 899 SILICONE DOW CORNING 899 48" 75.0 80.0 80.0 90.0 26-1/2" 75.0 60.0 60.0 00.0 kl GE SCS 2000 GE SCS 2000 54' 75.0 80.0 80.0 90.0 37' 75.0 80.0 60.0 90.0 'II 60'75.080.080.090.0 53-1/8"-3/8.75.0 80.080.090.0 e I 88'75.0 80.0 80.0 80.074' 75.080.0 80.0 90.0 , 4iI.J 72' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 rn 1/4 POINTS AT 1/4 POINTS 24' 75.0 80.0 80.0 90.0 J7' 75.0 80.0 80.0 90.0 III Ir 1'II'I!' ON LITES WIDER Elr- ■■ II'ITTyy11 IIQ O ON LITES WIDER 30' 75.0 80.0 80.0 90.0 53-1/8' 50-5/8• 71.3 76.0 80.0 90.0 y ",I ',',3 d p ry Y _ THAN 36' ONLY Y�II .. _ �- THAN 36" ONLY 36" 75.0 80.0 80.0 g ; LL IILr =;L1 S- I •may WPM: s 90.0 74" 71.3 73.1 80.0 90.0 y _ 6 - 1�_ 1111 _ti )I, V 42" 68. 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 Z 1u�f F9� ` � �I 48" 75.0 80.0 80.0 90.0 -1 63" 75.0 80.0 80.0 90.0 j zZ r 18 X 1-1/4" SMS #8 X 1-1/4' SMS 54' 75.0 80.0 80.0 90.0 53-1/8' 67.9 72.5 80.0 90.0 a W ei F -AT 3-1/2" FROM ENDS AT 3-1/2" FROM ENDS AND 10" O.C. MAT(. .' 60' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 �- AND 10" O.C. MAX. 66' 75.0 80.0 80.0 90.0 37" 78' 75.0 80.0 80.0 90.0 U o LASS TY2E� GLASS TYPE_'D' 72' 75.0 76.6 80.0 90.0 53-1/8' v • • • GLAZING OPTIONS 2a 75.0 80.0 _ 80.0 90.0 67.9 69.9 80.0 90.0 J uO1i • • • 30' 75.0 .80.0J 80.0 90.0 1•••• • • • • • • • • 1 • • • 36" 75.0 80.0 80.0 90.0 W IN • • • . @' i 60- 75.0 80.0 80.0 90.0 I I = I(- 48' 75.0 80.0 80.0 •••• 1 . • • • • • • • 54' 66.8 71.3 80.0 90.0 90.0 8 } w N " • • 60' 60.2 84.2 80.0 90.0 L 'i len 3 " •••• • • • • •• •• -�• 66' 60.2 64.2 80.0 90.0 7. - O ,-I'7 es I Z rr • • W. WIDTH 72" 60.2 64.2 80.0 90.0 J • 3 tL 3 Z r 1 •• • *� • - - • to • • --r- • • • • - - �-1 30" 75.0 B0.0 80.0 90.0 3 '%ilk 4 1pW-1 I 36" 75.0 80.0 80.0 90.0 I O C) . Wib •3 42' 72" 75.0 80.0 80.0 90.0, g 48' 75.0 76.8 80.0 90.0 1 3 • I • • • • I • • • I I I 54' 66.8 71.3 60.0 90.0 NOTE- WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED • • • •• •L- 60" 60.2 64.2 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 11•_ t • • -J •'• • • • 24" 75.0 80.0 80.0 90.0 g e Y WINDOW WIST}I • •• •• WINDOW WIDTH WINDOW WIDTH 30" 75.0 80.0 80.0 90.0 � `� • 1 I 36"84" 75.0 80.0 80.0 90.0 0 o 16 H b S H _ _ (' 42" 70.0 70.0 80.0 90.0 o rc o < ~ P. I " 656 65.6 800 90.0 !II1 !-'-ri i 54- 64.3 64.3 80.0 90.0 -80E1�' I 24' 75.0 80.0 80.0 90.0 at W. WIDTH 30' 75.0 80.0 80.0 90.0 n $ 2 -. ^- - � 1 36" 98" 75.0 78.2 80.0 90.0 NOTE: 0 o - .�'' a I , 42' 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE o . m a o WINDOW WIDTH WINDOW WIDTH h..�I WINDOW WIDTH I 2 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 - _ 24"' 75.0 80.0 80.0 90.0 (3 SEC. GUSTS). ^�� _� -r - 30Li 30'1�,7s.080.080.090.0En JAVADAHMAD 9r'I�ItODUCf RHVTS[!Dii Q9 Z 3fi' 74.5 74.5 80.0 90.0 FlA PECML 0592 complying with the Florida oi I�I i 42' 61.5 61.5 80.0 90.0 C.AN. Building Code 17'1, 15. oA.ccptauce 24' 75.0 80.0 80.0 90.0 No {fir. iralion Date I }` 30" 120' 75.0 80.0 80.0 20.0 �_ $ LY;:;ni ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36' 74.5 74.5 80.0 90.0 L,� I xdc oduct Con1 drawing no. VERIFIEDBY INSCRIBINGPICTURE TOLHSQUARE SHOWN IN DOTTED LINES AND OBANIING AL WABE LOADS FROM THOSE SHAPES. TSHS JU 1.42015 W09-20 (sheet 2of 5 ) 1BY WOOD BUCK • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • 1 w • 5 z 1•••• • • • • • • • •• R. • • • • • • • • • • • • • • • t • • O• ti $ • i4' • • • II ••• • W — d ••h• •k ••••W • • • • • • • • • • • • • • • • 2 9 2 a TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL_ TYPICAL ANCHORS STRUCTURE SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION de MULLION ANCHORS SEE SEPARATE NOA 65 0 u TYPICAL ANCHORS_ SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r. 1BY WOOD BUCK TYP CAL ANCHORS SEE ELEV. FOR SPACING 28 OOD BUCK OR WOOD ST TURE 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 4114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Ey = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, WOOD AT HEAD, SILL OR JAMBS 5G - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engr: JAVAD MOM) CML FLA. PEl1{ 70592 C.A.N 538 12015 PRODUCT REVISED nn complying with the Florida Building Code ig• o7I5. Acceptance No Expiration Date 1iT!IAY C19 B Miami radeProduct 0 0 3 a 0 o_ a N 0 n 9 8 9 8 5 A 9 5 a 0 9 .111 8 8 0 "d t drowing no. W09-20 Lsheet 3of • • • • MIAMI—DADE COUNTY APPROVED MULLION • • • SEE SEPARATE NOA TYPICAL ANCHORS [SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH ITEM / PART / RIND. DESCRIPTION MATERIAL MANF./SUPPLER/REMARKR 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 FY302 AS REQD. GLAZING BEAD— 7/16" GLASS 6063—T6 — 3 FY303 AS REGD. ANCHOR COVER 6063—T5 — 4 E203 AS RECD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER — 1/8" HIGH SIUCONE FRANK LOWE 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 8 — 2/ UTE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A • •• • • • • • • • • • • • • • • • • • • • a•••• • • • • • • • • • • a • • • • •••• • • • •e • • • • •4•••• • TYPAL ANCHORS • • • :.: CSEE•ELEV. FOR SPACING •• 1/4" MAX. , • SHIM 1 RY WOOD B WOOD STRUCTU RECT. OR SQUARE WINDOWS 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 1/8" THK. ALUM STRAP Q � _ WEJOILDEONTS CIRCULAR WINDOWS MITER CORNERS CORNFR DETAILS 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr•. JAVAD AHMAD ML FLA. if 70592 C.A. 3538 PRODUCT REVISED AN complying with the Florida Building Code Acceptance No 0 15 10 Ex nation Dace fq Hy Mi. i r ade Product Con r a 0 4 k a j f drowing no. W09-20 sheet 4of 5 ) • •• • • • • • •••• • •• •`C••• • • • • • • • • C • t • • • D. • 1•••• 1•••• • • • • • • • • • • •••• • •••• •• •• • 1 • •••• • • • • • • •••• •1•••• • • • • • • • • • • •• • • • • • • • • • ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING +IS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA IIl "`, lh_MN tam TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. Engr: JAVAD AHMAD CML PRODUCT REVISED as complying with the Florida Building Cede Acceptance No IS-0 15. 10 Ez.iretiou Date 4i 0 0 Ii I ol? 1I9 9 NANUF. ADDRESS REV of v 8 c ry p� drawing no. W09-20 j Lheet 5 of 5 0 \TJc, \e -2 3Sb A DEPARTMENT OF REGULATORY AND ECONOM BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Eco Window Systems, LLC - 9114 NW 106 Street Medley, FL 33178 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 "Eco-Guard 200" Aluminum Horizontal Rolling Window. — L.Mt1< •. • 25 2016 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www, miamidade.gov/economy APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-268. 1ufn. Hone. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07f15f t 5 •prepareei ty Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami'Ddde County Product Control Revision stamp with the Notice of Acceptance number and expiration date'I fhe Mialrti.D'ade 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*' %Kt or logo, 'city, state, •. model/series, and following statement: "Miami -Dade County Product Control A:pproyed", uilese:c>,therwise noted herein. •.. • •• .... • RENEWAL of this NOA shall be considered after a renewal application has been filed andtiiere Las been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1-DADE COUNTY APPROVED NOA No. 15-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Page 1 • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per tBC TABS, f l-94 3) Water Resistance Test, per FBC, TAS 202t941• : •. . . • 4) Forced Entry Test, per FBC 2411 3.2.1, TAF•9i-94 • • • • • • • along with marked -up drawings and installation diagram of aTO'X'aluminurh •• horizontal sliding window, prepared by Hurricane Engineering.E:fiestini i•c Test' • Report No. HETI-08-2226A, dated 01/15/09, signed and sealed.by.CandidoY...Font, • •• P.E. .• •• •• . (Submitted under NOA#09-0312.08) . . . 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS Z01-92 • • .• 2) Cyclic Wind Pressure Loading per FBC, 'MS 2@3-94 • ••• along with marked -up drawings and installation diagram of a XOX alumirauth horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-1 Manue ere , P.E. Product Cont o1 Ex. iner NOA No. i5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 . • • • • . 2) Cyclic Wind Pressure Loading per FBC, T S 2Q3-94 along with marked -up drawings and installation diagram of a XO• alumihutii. • horizontal sliding window, prepared by Hurricane Engineering 4Ttsting, Inv., Test • Report No. HETI-08-2229, dated 01/15/09, signed and sealedbyfandidb•l:. Font, . .... . •• .•• . . P.E. • • (Submitted under NOA#09-0312.08) • • • • 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS• • • 2) Cyclic Wind Pressure Loading per FBC, 'PAS 203-94 • • along with marked -up drawings and installation diagram of aXG .aluminum • horizontal sliding window, prepared by Hurricane Engineering & Testing,.:Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P P.E. Product Control . iner NOA No. 15- 1 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'" Edition (2014), dated 07/08/15, prepared by AI-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. 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 "SentryGlas® (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):hi 1.of no financial interest, July 8, 2015, signed and sealed by Javad • . . .• . • G. OTHER • 1. Notice of Acceptance No. 143-0317.01, issued to Eco WindoSystems,r'l:.0 for their • Series "Eco-Guard 200" Aluminum Horizontal Rolling Window•2 L.M.I. , ap roved.:. • • on 04/10/14 and expiring on 05/27/14. E-3 . . •• .. • •. • • . . • • . • • • •• •• • • . •• . • .••• • • • . •• • Manuel ` z, P.E. Product Contri ambler NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 72" WINDOW WIDTH 3 1/2" MAX. HEAD/SILL CORNERS ,1 I I I r- VENT HEIGHT 55 7/8" D.L OPG. O � 1 1 1 1 I 1 IJ I LI I IJ �I s 8 3 I E __1-/G11 _1-===4_ /. ,. 3 I I 4 1 _ _=____ I /. I y./_1 I O _ FALSE MUNTINS (SUR E APPUED) MAY BE USED 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 32 3/4' D.L. OPG. LTHESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. m 1/8" HEAT STREN'D. GLASS 090" Interoyer Butacite PVB By 'Kuraroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE //////����--DOW CORNING 899 [DOW SCS 2000 1/8" HEAT STREN'D. GLASS .090" Inlerloyer SentryGlae By 'Kuraroy America. Inc.' l/8" HEAT STREN'D. GLASS WINDOW WIDTH 10 5/8" MAX. 4" -a s- kr (4) MAI 3 1/2' MAX. HEAD/SILL Ip 3" HEAD/SILL CORNERS CORNERS I WINDOW HEIGHT 58 3/4" VENT HEIGHT 55 7/8" _ I ___=Fp_— 3 3 CO// I 1 / _1 \ FALSE MUNTINS (SURFACE APPLIED) (— 32 3/4' I I) u 1i 1 1 1( I 32 3/4" 1 t) 1 I I MAY BE USED a D.L. OPG. 36 7/6" D.L. OPG. ECO—GUARD SERIES-200 TYPICAI FI FVATIONS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES WIDER THAN 36' ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE 'B. GLAZING OPTIONS •• m� TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. —1/8" HEAT STREN'D. CUSS -5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Inlerloyer Butacite PVB By Kuraroy Americo, Inc' 1/8' HEAT STREN'D. GLASS CARDINAL XL iL S AIR •• • • 9% •••�:�f.il A.7` •08 • ••• • • • • • • • • •• • • • • • ,e Af 111/4 POINTS ALL SIZES GLASS TYPE 'C' • • • • • • • • •SNG•BLOCKS AT WA. CUSS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR • • • • • • • • • • • • ANCHORS AT MTG. STILE ENDS TYP. ANCHORS RECD. FOR SIZES AND LOADS KED WITH '•' ON SHEET 2 ONLY ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2, APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO 8E HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. Engr: JAVAD AHMAD CML FLA. PE # 70,7�2 C.A.N. N. BLOCKS DY Ki Mimn 2015 PRODUCT REVISED as complying wllh the Florida Building Code Acceptance NII I "V 2$,45 Es Omens Date iFIT/.Y 0)9 611110 )ode Product Cnntr \I U ro‘ U 1 W J I J -J W rt (1) FE CO (r) n O o") ,a 0 Z • ZY N o 0 Ei LA WoLA A n 5 3 5 0 0 fa v 00 E ac` q 30_3 1 � 3 t LJ drawing no. W09-12 sheet 1 of 7 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF (X0, 0X OR XX SIZES) WINDOW DIMS. W/0 HEINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'e' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37' 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80,0 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 26 1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 37'• 63 4 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 B0.0 74" 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �3) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �5) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72' 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 4 70.0 80.0 80.0 90.0 70.0 80.0 48" 70.0 70.0 80.0 90.0 70.0 80.0 60" (6)6 6 70.0 70.0 80.0 90.0 70.0 80.0 72" 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS .XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 14/0 HEINF'. WITH REINE. GLASS TYPE GLASS TYPE GLASS TYPE WIDTH HEIGHT EXT.(( ) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 26" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" 38-3/8" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 108-1/4" 50-5/8' (5) 70.0 80.0 12 70.0 80.0 80.0 90.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" 63" 12 70.0 70.0 80.0 82.6 * 70.0 80.0 111" 6 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. 0' ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 P5F WITII (4) ANCIIORS AT MTG. STILE ENDS (I/3W) (1/3W) (1/3W) 2. 111,""-- • • OPERATING VENTS 1b•1}t 1:3 4F i-IE S11N1SDW WIDTH • • • • • • • • rxib •• • • • • •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 1Y/0 RE1NE. WITH HEINF. GLASS TYPE GLASS TYPE GLASS TYPE WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INL(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" �5) 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 (5) • • • • • !!• • • ALL•EXITERII:R(+) L®ADS SHOWN 0M TS(IS•SHEET ARE FOR litIDOIN WITH Ff:A14 SILL FOR. STD. SILL (NO• IIIER) •LIMIT EX1'(+) LOADS TO 67.0 PSF SEE SHEET 3 FOR DETAIL. •=• WWII • A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCF ORS PER JAMB (1/2W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC- 2 1 9 Engr: JAVAD M1MAD CML FLA. PEN 70592 C.A. , . 3538 PROIMICE REVISED as complying with the Florida Building Cock 5-0 Z$47 Acceptance No Ex iralioN Date bn' 2 0 20 5t0y 0 1-- R w 0 d a 0 0 0 8 drawing no. W09-12 (sheet 2of7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • z I BY WOOD BUCK na .• a 0 X EDGE DIST. L_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING N EDGE DIST METAL STRUCTURE TYP CAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION dc MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: Wl = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. W ' •• •• •GLIY • • Li4•• • '-'1,i • •• v•Il� •r ,L7•° •• •• • •• • • • • P• • • • • •18Y • • WOOD BUCK EDGE DIST. • • • • �. • • • • • •• • TYPI•AL INCKCRS• • SEE ELV. • FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • IYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAI. ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELM' (Fu=ni K51, Fy=155 Ksq INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/B" THK. MIN. (6063—T5 MIN.) (STEEI. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INFO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS t'c 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS t'm = 2000 PSI MIN Engr. AVAD ANMAO PRODUCT REVISED CIVIL as complyingith the Florida FLA. PE / 7a591 w' CAN. 3538 Ihiildiog Code Acceptance No 1 0 20I`. !ix iratiop Date fly Mi 0 II i o I : ( V � l drawing no. W09-12 (yheet 3_ot 7 1/4" MAX SHIM 0 ® V TYPICAL ANCHORS SEE ELEV. � FOR SPACING ■-rlll NO METAL STRUCTURE 1/4' MAX. SHIM I /2 LTYPICAL ANCHORS SEE ELEV. FOR SPACING - - SCREEN OPT STEEL REINFORCING AS REOD.- SEE SHEET 2 FOR CAPACITY WINDOW WIDTH CO XO LAYOUT VENT WIDTH 0 Co) EXTERIOR MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA 1 WINDOW WIDTH D.L. OPG. WINDOW WIDTH XOX LAYOUT •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING I/4" MAX. SHIMS 1BY W000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH D.L. OPG. -SCREEN OP STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY • • • • • • • • •• • • OOOOO • • -•..—H-- •=•=•.•:! • • •• 5• • • • •• I- merest t • i • • • • • • • 1 • • • • • • • • _----SO•EEN OPT. • • • •• • • •• • • • • . • • •• • • • • • • •• • • • • • • • WINDOW WIDTH 1/4° MAX. 18Y WOOD BUCKS TYPICAL ANCHORS ° SEE ELEV. FOR SPACING • 1 1/4" Engr: JAVAD AHMAD CIVIL FLA. PEN 70592 C.A.N. 3538 2015 PItODIICT REVISED as complying with the Florida Building Code Acceptance No 1 a En. nation Nate iFItlN,ii M1011 adc Pr 9 COMP-AML\W09-12E FAX (305) 885-5902 O v drowing no. W09-12 [eet 4 of 7j WWW • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • ALT. ALT. EDGE GIST. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EOCE ''11 DIST. Pi m TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• ••• • • • • • •• •. • •• •.• •• • • • •. TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • • • • • •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Engr JAVAO AHMAD CIVIL FLA. PE M 70592 CA . 3538 02015 PRODUCT REVISED as complying with the Floaida Ridding Code Acceptance No I _ O _ �.0 E. iretion Dale �V Z P. O ref . wi N� I 3 z a o_ U i g UPDATtL ro 2014 MC eoo W09-12j sheet 5 of 7 1 2.750 3.249 .813 0 .062 1.140 1.610 FRAME HEAD .500 1.718 1p-1.067 -1I ./15 }1.062J F^1.140 1 1.434 .813 VENT TOP/BOTTOM RAIL 3/I6' r 1 \r{lLLLLJ 12 11 STEEL REINFORCING -1.140- 1.610- .813 3.876 - - .078 1.058 2.501 .500 2.750 O2 FRAME SILL O JAMB STILE J MEETING RAIL 1.314 v.250 340 LJL1JI1J _ .312 .062 SILL TRACK .500 2.750 p- .187-1 .062 2.812 -.1 .874 L- 1.887 MOV. FRAME JAMB 1.375 FIXED MTG. RAIL 2.812 i -^I^750 r- 062 L.969 -1.688 -- 2.750 0 FIXED FRAME JAMB 10 -7 .130 045 GLAZING BEADS ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-T6 - 3 FY203 1 SRL TRACK INSERT 6063-T6 - 4 FY205 AS REOD. MOV. FRAME JAMB 1 6063-T6 - 5 FY101 AS REOD. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10A FYI 10 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-16 - 11 - AS REOD. REINFORCING BAR STEEL - 12 - AS REOD. REINFORCING BAR STEEL. - 13 FY204 AS RTE00. ADD -ON SILL RISER 6063-T6 USE AS REOD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 j8 X 1* AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAB 20 0300T190 AS REOD. BULB SEAL 0-LON SCHLEGEL 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 6515 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 51203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. OH SMS PREFERRED FNG. PRODUCTS 25 26 08 X 1/8" WA2I. 2/ LATCH 2/ WDW. LATCH INST. SCREW WEEP VALVE ST. STEEL - 27 - I/ VENT 5/16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 19 - 7/ L11E SETTING BLOCK EPDM DUROMETER 80±5 SHORE A •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • 28 FLUSH FRAME ADAPTER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Engr: JAVAO AHMAO CIVL FLA. PE # 70592 C.A,N. 3538 PRODUCT REVISED Bv complying with the Florida uilding Cade Acceptance N0 15.0 11'. 6nli0n Date iF�7'y Hy Mi Dude 1'roducl Conti 0 rN 0 a a 0 n 5 5 .o 0 8 GLASS OPTION ADDED 'UPDATED TO 2014 -BC mlr, o drawing no. W09-12 (sheet 6 of 7 VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNFR FRAME TOP CORNER • 14x ' • • • •• • • 1"�/ • • • • • • • • • • • • • • • • •• ••• J • • •• • • • • FRAME VTTOIW QRNER • • • • • • • • • • • • • • • • • it • • • •• • • •• • • • • • • •• • • • • • • • •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Engr: JAVAD AH MAD COAL FLA QQE # 70592 CA . 3538 ,,02015 PRODUCT REVISED ns complying with the Florida Building C(xle Acceptance No ZB.o I09piirrn'tio�n Dale !envoy • 19 El (i. '1 ado 0 A 0 0 MANOR AGGRESS REV. NO CHANGE THIS SHEET 0 CHANGE THIS SHEET a m 41 I C i $ o _ � o � ( drawing no. W09-12 (sheet 7 of 5 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 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 PERA -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. PERA 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entranaa Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, Val42/13/I •aw East • revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Ddtk County rteVict Control • • Revision stamp with the Notice of Acceptance number and expiration date by the Miamf- & e'Count}? Product • Control Section. • • • • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' . •. •' : ' • •' • • Limitation: • • •' •• it 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP ratings with - • • sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. TheifSi'a door leaf Width shall • not to exceed 37". See locking options 1 & 2 in sheet 7.1. • 2. Laminated glass types G1 and G2 are limited to .090" Kurarary's Butacite PVB anddglasstype G'3 i i.lsmited k»..• Insulated laminated glass w/ .090" Solutia interlayer. ' • • •'• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval docuinent mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. • C. CALCULATIONS •.•• 1. Anchor verification calculations and structural analysis, complying with F.G2014(5th Edition), . • prepared by Al Farooq Corporation, dated June 02, 2015, signed and seaiaot by JavadAkmad, F,Ff.•:• 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • • D. QUALITY ASSURANCE • •1. Miami Dade Department of Regulatory and Economic Resources (RE • ... •'•• ••• • • E. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, IN. (Farmer E .44DuPont • • DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiringou"12/11/16•••• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (1Vf Ifermer Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 1��-- 1. (-14.,.,� haq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 SERIES 600 ALUMINUM OUTSWING ENTRANCE D00$ SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1/8" HEAT STREN'O. GLASS .090" Interloyer Butacile PVB By 'Kuroray Americo, Inc.' —1/e" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G1' •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • •• • • •• • •• • •• • • • • ••• • • • • • • • • • • • • • •• •• 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Inlerlayer —Saflex Coor And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS _ SNE DOW ILICOCORNING 899 3/16" HEAT STREW°. GLASS .090" Interloyer Butocite PVB By 'Kuraray America, Inc.' 3/18" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 / SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' _ST. STEEL METAL SPACER SERING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G3' (THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. +I SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PRODUC F RF.VISHD 9. s■mplyt■s *lib the Flnrt4 Aesepit ce 9 15 5 O j. f 3 Aese�la■ce N■ VoipIr•ga II■Is,AIAtt 21, 20s% .UAN�y M•aO I troi■et Castro! J J [(0‘ul 0 w ao Q 0 O _ t 2 0 8 m i m W • n }- w (1)FI:5. 00 to OOM N 01 Z •L` 3 zL 0 0 l J U- w 0 W rni 0 UPDATED TO 2014 EBC 8 fit 9 a l , n s n a v � drawing no. W12-08 (sheet 1 of 9) m HEAD/SILL CORNERS 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL u I ---D-� ---rt7--- .I / / II - LEAF HEIGHT 86 7/8" D.L OPG. 1 1 1 I, 1 1 I C�'- / 1 / 1 / il \\ i \ I I \I ii I\ 1 // i, \ \ �m I 1 \1 ACTIVEAt SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY BE USED 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (x) LOCK OPTIONS µ1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 g 76' MAX. FRAME WIDTH HEAD At SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 5' MAX. HEAD/SILL CORNERS 12" MAX_. HEA Ell SILL SILT. t- u 01 n a a • I — D.L OPG. IIi I I / 1 / _1/ _ { \ \ \ \ Jj 1 l I / / '----� / Ai' _u.____ \------rr---- \ \ \ 0' / \= I _ --- r 1___ \ 1\ \ \ .l _ LOCK OPTIONS #1 OR 12 \ -(OPTION 2 SHQW SEE SHEET 7. FOR DESCRIPTION • '/' // i/ / / / / / / / / / I.I_-INACTIVE I ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATNE GRILL MAY BE USED •• • • • • • • • • • • • • • .• •.• 1 26 15/16' D.L. OPG. 26 15/16" O.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF 1 FRAME WIDTH WIDTH HEIGHT EXT.(+) TNT.(-) • • 7T6 • • Airi8• • 70.0 75.0 • . •• • • • •• GLASS 0.1 O. DIMS, D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" 0.4.0. WIDTH (XX DOORS) t(FRAMUWIDTH - 92.1299)/i • i • • • • • • • • • •• • • •• • • •• • • • NOTE: • • • • • • • EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 37 3/16" MAX. 5' MAX. HEAD/SILL CORNERS FRAME WIDTH rCFI 12" MAX. HEAD SILL L TESTED FRAME HEIGHT 87" D.L OPG. 1 1 1 .11 1 1 V ;r Fr, I SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED • • • • • • • • •'NOTFi • • QA% 01\PACITIES ON THIS SHEET ARE •BASED.ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 21 9 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY En6r: JAVAD AHNAD CIVIL FIA. PE 9 70592 CAN. 3539 0 ►RODUC IREVISED M coaplyl.tt with the Fioeid. k.dl.t Cagle Zyk.Il.. D.le .mil IN tlq 1s{�. Mimed Pm* Conical COMP-ANL\W12-08ECO 0 8 v drawing no. W12-08 (sheet 2 of 9 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDELITE SIDELITE WITHOUT FRAME FRAME REINFORCING WIDTH INCHES HEIGHT INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 99 57.8 57.5 36 53.1 53.1 37 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE SIDELITE MITT OUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+) 'NU-) EXT.(+) INT.(-) 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS REOD. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" 03 148" MAX TESTED FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD/SILL 5" MAX_ HEAD/SILL CORNERS HEAD h SILL ANCHORS AT STILE ENOS (4) AT 3" O.C. 12" MAX. HEAD �' \ _ \ 1) - ____JL I {y // // __L_/ _ / cgs / / II / II _ L// 1/ \ \ n +\ LO;K M1 (OPT(DN SE/ FOR / \ N/ i// n / OP701. OR//2 1 S SHEET OESCRIF O; ur N� D.L. OPG., i L.4/ D.L. OPG. I I I h INACTIVE . N,,,,ir. _ ACTNE A'- \ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" D.L. OPG. 26 15/16" D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • •• • •• 000R FRAME WIDTH (OXXO) L La ►RUI111Cf REVISED n complying *68 IIw Florida lading Cods A44eplasee gipirad a Dale AYGI•r.a:1�rF�l.re4 C �'p' MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014 • • • • • • • • • • • • • • • • • NOTE:• • • • • • • • • • ELASSI CIPACITIES ON THIS SHEET ARE • • • • • •WASEIT ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • ngr: JAVAD AHMAO CML F PE j 70592 A.N. 3538 042015 0 0 N ) 0 0 0 0 0 0 UPDATED TO 2:14 PBC 0 drawing no. W12-08 sheet 3 oi_9J 9/16" MIN. THROW BOLT - PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • u 0 5 (A O L1 0 k 00 25 GLAZING OPTIONS SEE SHEET 1 2 EDGE OIST. 1/2" MIN. THROW BOLT PENETRATION V TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. PROPERLY SECURED 18Y WOOD BUCK EDGE DIST. a N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER TIIEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fs=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • INj4 VIA41-46DE iOUN'p' AePRO4(E41 MULLIONS (MIN. THK. = 1/8") • INTO �1ETA iTRI�CTIIREI • • STEGL• : 4/80 TM(. SIIN• (F" = 36 KSI MIN.) • ALUMINUM : I/80 TINT(. UN? (6063•-T5 MIN.) • • (SsftC IN ectITACf WITI-1 AL JMIII 1I M TO BE PLATED OR PAINTED) TYPICAL EDGE DIIIANCF • .11,40 CONCRETE ONp•MASONR. = 2-4/2" MIN. • • NNTO W000 9ifRUCTURE = 14' MIN. • • • • • 14t.,ITO ETRL•vRT CURE • !/•4• MI1. • • • $'1 OD AT WFdJ4 Olt *ABS SG q0 55•14N CONCRETE AT HEAD. SILL OR JAMBS f'c 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. 000 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 1100 • • • 000 • • METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ' rt MIAMI-DADE COUNTY APPROVED CLIPPED MULLION I SEE SEPARATE NQA 0 8 TYPICAL ANCHORS —SEE ELEVATIONS FOR SPACING Engr: JAVAD AHMAO CML F PE 536 705i92 p 0 ►RODUC I' REVISED ▪ ..9 pl5lwith tie Florid% hauling Ae tpla.et Na 1c_060;3; L apin.** Daft -...12.44 119 MONIFfii0littrodnelCarina [DOOR DETAILS' COMP-ANL\W12-08EC J 2 SERIES 600 ALUM OUT v 3 0 S drawing no. W12-08 [sheet 4 of 9 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING lc 11 2� ® 4MP ® A?I ACTIVE I.EAF ' ®® METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX.' SHIM .' TYPICAL ANCHORS SEE ELEV." A FOR SPACING 0 INACTIVE LEAF CONCEALED FLUSH BOLTS LEVERS AT STILE FACE EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 2 POINT LOCK ASSEMBLY EUt RII:tt CD) 1/4" MAX. SHIM DOUBLE 000R FRAME WIDTH IOCK OPTION /I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 1BY , WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS #1 OR M2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE ACTIVE LEAF 4 POINT LOCK ASSEMBLY DOOR DETAILS Engr. JAVAD MIMAO CIVIL FLA. PE 1 70592 A.R. 538 2015 2BY WOOD B EK OR WOOD STRIl{{ TURE EE NOTE HEEL 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES 600 ALUM OUTSWING ENTRANCE DOOR (LA.) 8 rs PRODUC.. f REVISED as eeeeplyleg will, the FNn1d. n D•Wing Cede Acavw.na. Noif DE03.tj_, m N M9.J t /Pruden Cativo. drawing no. W12-08 (sheet 5 of 9, TYPICAL ANCIIORS SEE ELEVATIONS EDGE EXIST. _ D.L. OPG. EXTERIOR I' `.6�lNI 7 N47 m� S = m � ti 9 O O 22 ir \ EDGE DIST. (IONS CHO ttPICAL ANRS SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. SHIM . TYPICAL ANCHORS SEE ELEV. FOR SPACING O 1/4" MAX. 42" AT 86" HT. 37" AT 98" HE. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. D.L.O. EXTERIOR • • • • • • • • • • SD•LITE WIDTH • • • OOOOO • • • • • • • SHIM 15 19 1BY . WOOD BUCK REINFORCING AS READ. SEE SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) PRODUC f REVISED as eoaplyMt wll► l►e FIarfde ba►Mnt Code Ma WSW* No LS—O Lea • 13 6ephwrs• Date "t.1 Rot \A ,Nfad t CwNd MAX. UNIT FRAME WIDTH MAX. DOOR FRAME WIDTH •• • • • • • • • •• • • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • SIDELITE DETAILS ) L-FAROOQ CORPORATION is 1 ENGINEERS & PRODUCT DEVELOPMENT i r 1235 S.W. 87 AVE T MIAMI, FLORIDA 33174 ( TEL (305) 264-8100 FAX (305) 262-6978 If( COMP-ANL\W12-08EC 0 v 0 0 r= A drowing no. W12-08 (sheet_ 6 of 9j -tt• • • • • 1m • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • ITEM PART / REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS E601 - DOOR FRAME HEAD/SILL 6063-T6 - E602 FRAME COVER 6063-T6 E603 - DOOR FRAME JAMB 6063-T6 - E604 SIDELITE TOP & BOTTOM FRAME 6063-T6 E626 - SIDELITE 9' BOTTOM FRAME 6063-16 - E605 - SIDELITE FRAME JAMB 6063-T6 - E606 - SIDELITE SLIP ON JAMB 6063-T6 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - E625 - LEAF 9" B01 TOM RAIL 6063-T6 - 8 E608 - LEAF WSTRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-16 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12" LONG 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" LAM. CUSS) 6063-T6 - 15 E615 - GLAZING BEAD (INS1A. GLASS) 6063-76 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914S5 - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN & ASSOC. 22 #12 SMS AS RE00. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CLIP NYLON - 30 OLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK OLOIWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS 34 - 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ UTE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 8035 •. ••• • • • • • •• • • • • • • • • • •. ••• •. . • • .• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • • • • • •• • • • • • • • SEALANTS: ALL. JOINTS AND FRAME CONNECTIONS SCHNEE MOREHEAD JM5504 SEALANT. SEALED WITH Engr: JAVAD AHMAD CML FLA. PE 538 t 70592 �1 4 ?D151 PRODUC C REVISED as complying wit• Inc Floe& bniins, Ad484IIl.0N ecc• 1 S-c6o3' (3 Ewing'. Dale 312 tt'1. \c►. Code \ •�1.�', M►aJ t1AAr�Tided Clairol QJ 86 O 3 c 0 .13 R 0, 0 wok: 3/g' est I o o n o T drawings no. W12-08 sheet 7 of g) • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 0410 • • LOCKS. OPTION i11 ACTNE LEAF. 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF. 2 POINT LOCK ASSEMBLY 8Y 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM ACTNE HINGES: INACTIVE ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION N2 ACTIVE_ LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEAI ED FLUSH BOLTS 8Y 'SULLIVAN & ASSOC.' 1/2" X 2" TIIROW DOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8.-32 X 1/2" FI1 MS JNACTWE I EAF' CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 08-32 X 1/2" FH MS • ACME • • \ L• - INACTIVE \\ir •• • • • 4 • • • • •• • • • • • • • •• • • • •• • • • •• ACTIVE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• 4 • • • • • • IN. IMP INF �_-• • • • • • • • • • • • • • • • • 0 • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • PRODUC F REVISED u ao•plying with Ile Florida Wein AMtp4 pM4 I5-OLD3.13 LqW Mls. Dote 3 ) 24,11,1 Ilild;)Ixtc.: ,s Err JAVAD AHPAD CML FLA. PE 70592 CA a 3538 015 C 0 O U I to a a �i! a 0 w CO 0 a 0 U v O •O 8 24 m U r J• drawing no. W12-08 (sheet.7,1of 9 Ih-1.750-1- d 1 .519 d -1 r.394 Vlr.10 COMP—ANL\W12-08E001 J_ 14.000 -.078 4.031 .078 - 4.750 .803 045 .803 ,050 .803 - 045 .625 Lie f_i 4 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 254-8100 FAX (305) 2626978 k-- (i) DOOR FRAME 2.062 --.I HEAD/SILL 1.6125 I f -�-I 1.047 4 GLAZING BEAD 5/16" GLASS -�I I 1.047 8GLAZING BEAD 7/16' GLASS I N- f H Ij'1.172 M- , CJ GLAZING BEAD INSUL. GLASS 1.5071 C7) LEAF - 1.507 TOP/BOTTOM RAIL 4.000 1 4.781 .078 1.625 - 3.719 --,_ . -.078 4.719 .078 1.750 1.507 Y - 8.250 1.500 [SERIES 600 ALUM OUTSWING ENTRANCE DOOR (L.M.I.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL. (305) 885-5299 FAX (305) 885-5902 7.531 312 O LEAF 4.000 HINGE STILE (� Ca)LEAF G62 W'STRIP ADAPTER REVISVIes consigylhg Inkling Cilywiih the FM""ri''3a��i Atte•Wte NuJpJ12yi3 Expirs•w net ij z �4 SIDELITE 1.507-A-I 1.750-� Top & BOTTOM FRAME 5.344 4.000 119 ' \ k\nw..� 2.081 1.750 ' 50 7 S o9a� Nov rraliso � iiiihwil 7A 9" 1.750-^7 BOTTOM RAIL I .312 12 1.5e4 qy2 �.329 078 J o LEAF 078 LOCK STILE f F 1,81z-�I L) FRAME COVER so LEAF ALIGNMENT BRACKET 750r - description ND CHANGE THIS SHEET N g i s3� �3+ 0 0 9 9 I .zet � r -5.344 -.078 r 3.719 ,078 -�^{ 1.574 375 -125 3.781 I .125 -I �I p-.687 r 1.507 1 1.750 2.081 T f .050 1.197 .154��/ 8 SNAP COVER 013 f F LEAF 4.000---,-.1 ASTRAGAL STILE LEAF CLAMP HINGE BACK-UP PLATE 8.2RI • • • • • • • • • • • • • 9 000 1 • •• •• • • • • • • • • i • • • • • • •• • j 1.250 t^ • I �I .719 IB SIDELITE MULLION REINFORCING o m o iO N v g n o d il 0 r1..._.., b{ -.625 1.500 r -� -�-'719 ih < m 4.000 .078- 2.097 4.000 .078 - -� • •• • •• • • • • • • 1 • • • • • • • • • - .n o • - u ' n ' $ - 3 a v • • • •f • • • • •• • • • c • • • t • • 70 t.•25 I• t • ••4.188 • • • ••1.507 Engr. JAVAO P11NAD CIVIL FIA. PE 70592 C.A.N. s3a • • • • • n • • • � • 000 • • • • • • • .078- .� UI 20113 1 -� drawing no. (s) SIDELITE FRAME JAMB O DOOR FRAME JAMB SIDELITE 9" BOTTOM FRAME C6) SIDELITE SLIP ON JAMB 1/W12-08 sheetB of 9 • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • DOOR FRAME CORNER JFAF CORNER SIDFLITE FRAME CORNER •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • • • • • •• • ••• • • • ••• • • • t ••_ • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • t • •• •• ••• • • • ••• • • PRODUC r REVISED toosPI/fN wild the Ilorida biding Cu& AoorpftegeNo lt-1�l I3 6mpMdW 3�'7.•� I ��IIF�cwro+ SIDELITE MULLION SLIP ON JAMB CORNER Engr: JAVAD AHMAD y^yyMl FIA. IA 70592 C.A. 9. 3538 g a drowing no. W12-08 (sheet 9 of Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pei mi Permit NO. RC-8-16-2386 Permit Type: Residential Construction WarkCfassifcation: Addition/Alteration Permit -Status: APPROVED Issue Date:1/13/2017 Expiration: 07/12/2017 Parcel Number Applicant 444 NE 93 Street Miami Shores, FL 33138- 1132060140200 Block: Lot: SETH & LYNETTE LONG Owner Information Address Phone Cell SETH & LYNETTE LONG 650 W Avenue MIAMI BEACH FL 33139- (305)325-6976 650 W Avenue MIAMI BEACH FL 33139- Contractor(s) ABL CONTRACTOR CORP Phone (786)718-9935 CeII Phone Valuation: $ 100,000.00 Total Sq Feet: 1600 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: INTERIOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : REMODELING , NEW W Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INTERIOR REMODELING , NEW WI Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $60.00 $50.00 $45.00 $45.00 $20.00 $5.00 $3,000.00 $120.00 $80.00 $120.00 $15.00 $80.00 $3,640.00 Authofirm zed ignature: Owner / Applicant / Contractor / Agent Pay Date Pay Type Invoice # RC-8-16-61114 08/25/2016 Credit Card 01/13/2017 Credit Card Amt Paid Amt Due $ 200.00 $ 3,440.00 $ 3,440.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss lnsp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Plumbing Review Plumbing Review Mechanical Review Mechanical Review Building Review Building Review Building Review Building Review Structural Review Structural Declaration of Use ate January 13, 2017 4 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe m111 it Permit NO. RC-8-16-2386 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date:1/13/2017 Expiration: 07/12/2017 Parcel Number Applicant 444 NE 93 Street Miami Shores, FL 33138- 1132060140200 Block: Lot: SETH & LYNETTE LONG Owner Information Address Phone Cell SETH & LYNETTE LONG 650 W Avenue MIAMI BEACH FL 33139- (305)325-6976 650 W Avenue MIAMI BEACH FL 33139- Contractor(s) ABL CONTRACTOR CORP Phone (786)718-9935 Cell Phone Valuation: Total Sq Feet: $ 100,000.00 1600 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: INTERIOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return.: REMODELING , NEW W Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INTERIOR REMODELING , NEW WI Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $60.00 $50.00 $45.00 $45.00 $20.00 $5.00 $3,000.00 $120.00 $80.00 $120.00 $15.00 $80.00 $3,640.00 Pay Date Pay Type Invoice # RC-8-16-61114 08/25/2016 Credit Card 01/13/2017 Credit Card Amt Paid Amt Due $ 200.00 $ 3,440.00 $ 3,440.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Plumbing Review Plumbing Review Mechanical Review Mechanical Review Building Review Building Review Building Review Building Review Structural Review Structural Declaration of Use In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In January 13, 2017 1 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe ■ r Permit NO. RC-8-16-2386 Permit Type: Residential Construction Worts Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 1 /13/2017 Expiration: 07/12/2017 Parcel Number Applicant 444 NE'93 Street Miami Shores, FL 33138- 1132060140200 Block: Lot: SETH & LYNETTE LONG Owner Information Address Phone Cell SETH & LYNETTE LONG 650 W Avenue MIAMI BEACH FL 33139- (305)325-6976 650 W Avenue MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone ABL CONTRACTOR CORP (786) 718-9935 Valuation: Total Sq Feet: $ 100,000.00 1600 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: INTERIOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : REMODELING , NEW W Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INTERIOR REMODELING , NEW WI Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $60.00 $50.00 $45.00 $45.00 $20.00 $5.00 $3,000.00 $120.00 $80.00 $120.00 $15.00 $80.00 $3,640.00 Pay Date Pay Type Invoice # RC-8-16-61114 08/25/2016 Credit Card 01/13/2017 Credit Card Amt Paid Amt Due $ 200.00 $ 3,440.00 $ 3,440.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Plumbing Review Plumbing Review Mechanical Review Mechanical Review Building Review Building Review Building Review Building Review Structural Review Structural Declaration of Use OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 13, 2017 January 13, 2017 3 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address rrnit Parcel Number Permit NO. RC-8-16-2 86 Pefmit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Expiration: 07/12/2017 Applicant 444 NE 93 Street Miami Shores, FL 33138- 1132060140200 Block: Lot: SETH & LYNETTE LONG Owner Information Address Phone Cell SETH & LYNETTE LONG 650 W Avenue MIAMI BEACH FL 33139- (305)325-6976 650 W Avenue MIAMI BEACH FL 33139- Contractor(s) ABL CONTRACTOR CORP Phone (786)718-9935 Cell Phone Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: INTERIOR Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : REMODELING , NEW W Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: INTERIOR REMODELING , NEW WI Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $60.00 $50.00 $45.00 $45.00 $20.00 $5.00 $3,000.00 $120.00 $80.00 $120.00 $15.00 $80.00 $3,640.00 Pay Date Pay Type Invoice # RC-8-16-61114 08/25/2016 Credit Card 01/13/2017 Credit Card Amt Paid Amt Due $ 200.00 $ 3,440.00 $ 3,440.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Plumbing Review Plumbing Review Mechanical Review Mechanical Review Building Review Building Review Building Review Building Review Structural Review Structural Declaration of Use accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. January 13, 2017 2 cra -V(AD BUILDING PERMIT APPLICATION ❑ BUILDING ❑ ELECTRIC ❑ ROOFING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 L• Master Permit No. Sub Permit No. AUG 25 2016 BY: FBC 20 4 sTh RC-g-16-?t3g6 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: 9' City: Miami Shores County: CONTRACTOR Miami Dade DRAWINGS Zip: i Folio/Parcel#: +' "'_�J�l�C o- O //_ 09,0(0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): ��-Q•- � L�j Ldi'D Phone#:36 j — 3'Zs-- ' 41 Address: 52-3 %J / -&'-+_�i Id _ .~ / City: /14 c l/�1 51 1, - State: 1(�}� 1 Zip: • 5T / (� ��t Tenant/Lessee Name: Phone#: BFE: FFE: Email: CONTRACTOR: Company Name: /46L Gb.7/ 4c(o,& (.o,ep Address: l Q c%v a/ / G S City: H(avyv( /F,, ZD State: / Qualifier Name: AL6--e —A 46 /t) 5 v Phone#: Zip: zj'3 / Phone#: •78h -7 I8 1135 State Certification or Registration #: C 6 G Z S 2 3 / / Z Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ / 00, o o U Type of Work: ❑ Addition Phone#: City: State: Zip: Square/Linear Footage of Work: ❑ Alteration ri New ❑ Repair/Replace Description of Work:.2j"Y T e wl D /Z , Q ► IO 6 .e ! /rl/ I on y . i tip' era 'II 41 / rrrt u/ 14 a / ! 4a 4-4 nab , cke r7 Specify color, of color thru tile: /Zr, o H- n Demolition _,,.. ::; / t d)�:i !. !;!;a 5.. ,;r Y: .. rtir�i. Y .jjy j"ret r Submittal Fee $ Permit Fee $ S 000 CCF $ CPC CO/CC $ Scanning Fee $ )n Radon Fee $ `-i . DBPR $ (-"t -5 Notary $ 5 Technology Fee $ �� Training/Education Fee $ Z-0 Double Fee $ Structural Reviews $ a) 120 •CD0 TOTAL FEE NOW DUE $ 4(40 Bond $ t9O (Revised02/24/2014) • .1 S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wi7I not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ZS/ day of. 4/4 v Gj2Y L o/L d , who is personally known to me or who has produced FI )j'zmi.04 L t as identification and who did take an oath. NOTARY PUBLIC: /4# / Sign: Print: Seal: , 20 16 , by Ss AI My C . Expires Oct 30, 2016 Itar0, Commission f fF 173169 ************************************** APPROVED BY.. Signature The foregoing instrument was acknowledged before me this g -5 day of J 1 , 20 "["' , by ACK �4� .v•� , who is pers II kno n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ***************************************************iVA 1 11- Plans Examiner Structural Review Clerk (Revised02/24/2014) ABL Contractor Corp. Date: 8/Z S/l Stale of Flo �-e 0 /c, County of /14c h A_.e Before me this day personally appeared /�h-e. 0.2 .0-,11vho, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: /Y' N q 3 5 'L /0-1� a,..c- 5 4-e -- S 'y 7t 3 L doillO Sworn to (or affirm d) and subscribed before me this CAS day of 20 / ° , by 4t3i C_ 41C-I '7" Per nally kn�o�n n— ) lV OR Produced Identification Type of IdentifOdtoryed ®spy, `'?"' g �j� ' n sFyp or Stamp Name of Notary Miami Shores V:iiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Com • ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. ,1 Signature: W E z ner orida Miami -Dade ing was acknowledge before me this _2_5_ day of A G t% 67i 20 ( 6 —Z L f Notary Public • "Ay Comm. Exp :;ion ti who is personally known to me or has produced Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owners Subdivision/Project Construction Type Square Footage Description of Work Location RESIDENTIAL CONSTRUCTION SETH & LYNETTE LONG NONE V- B 1600 INTERIOR RENOVATION Bldg. Permit No. RC-8-16-2386 Contractor Date Issued Occupancy Load Occupancy Type Applicable Code ABL CONTRACTOR CORP August 7, 2018 R-3 2017 FLORIDA BUILDING 444 NE 93 ST Miami Shores, FL 33138-2439 %, 44, fIrr tc Building Officials Approval ' Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE 417 Se POST ON SITE ' INSPECTION RECORD iami Shores Village -10050 N.E. 2nd Avenue .Miami Shores, FL 33138-0000 -Phone: (305)795-2204 Fax: (305)756-8972 1. Permit NO. RC-8-16-2386 f ermit Type ; ResidentiaLConstruction 9 *.- Workk,Classificatiion: Addition/Alteration Issue Date: 1/13/2017 Expires: 07/12/2017 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bIdg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction. Parcel #:1132060140200 Owner's Name: SETH & LYNETTE LONG Job Address: Bond Number: ... k • Miami Shores. FL 33138 Contractor(s) Phone Primary C ABL CONTRACTOR CORP (786)718-9935 Yes O - ' Phone: (305)325-6976 s BE.,t�?Y�}':j e Feet: 1600 .._,t aluation: $ 100,000.00 tT ''UGH FRIDAY, 8:OOAM - 7:OOPM. s OAM - 6:OOPM. �,ti, `*}' LLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. of -el- /7 fat" ARst Am// �rG .-- ejcidoz 3 -4Y cl 7d%J 2' der- I - (�rr-1- A— TlK r i e/ —S / ... .c c --- itr+�-s s�n.4( 7 G�j NQ�y l� �vr�C 5 /c l 171 ittc: G„ e l/A-h �s�C S // //C rt.t dot/--�.�w �7��✓`� /9. ? iI a NO INSPECTION WILL,BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING: OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW iNsPECTION. WA FM -ORE TO '..RECORD A :NOTICE OF RNING � TO � OWNER; YOUR'' ; COMMENCEMENT MAY RESULT_ IN YOUR PAYING TWICE •FOR IMPROVEMENTS TO .YOUR: 'PROPERTY: A :NOTICE OF COMMENCEMENT MUST BE RECORDED AND � POS � , �., w : K , •y�. �,�- TED ON THE JOB SITE BEFORE- THE FIRST' -INSPECTION: IF YOU INTEND, TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 'COMMENCING WORK OR RECORDING ,=YOUR `NOTICE OF •COMMENCEMENT. p .� INSPECTION "r _I. rzDATE t; ■ ' INSP. Foundation Stemwall Slab' rt C(O T Fie i t,Ats, ' «F —ZONING Zoning Final.7_ ZONING:COMMENTS /1zy'r' Colurnns (1st Lift) Columns(2nd Lift) `y Tie Bea h . ' 4: 'Truss/Rafters ;toof Sheathing Sucks ,Vindows/Doors , . iterioriFraming ,nsulation _Riling Grid i.Drywaltr _ V -� Firewall - 4r Wire Lath PooISteel: Pool Deck' Fin'al.Pool . Final'FenCe `Screen -Enclosure 'Driveway Driveway Base Tin Cap. Roof in Progress Mop-in-Progresst _" :Final Roof INSPECTION Temporary Pole ELECTRICAL DATE' :, =INSP 30-D4 Temporary Pool Bonding``" Pool Deck Bonding Pool. Wet'Niche Ur de"rgro lid; FObterGround Slab Wall Rough " Ceiling"R!,. 'Rough Telephone Rough Telephone Final, TV, Rough Shutters Attachment FinaIShutters° 4` Rails an"ddGua'rdrai4s= ADA compliance; v• ' Soil Bearing Cert-: fa , Soil Treatment Certa , Flo6rElevation56rveV' ° " : " - y;,,,. ' Reinf,Unit Ma`s;Cert� Y s' Insulation Certificate,', ;���,:, • Spot SuiVeY , l ` <, ,, .",. - - Finalui SveY f'i#-, =, P : k" ,n 1 . Tr'ussCertification;;�4;;y; - , • „' "" , _:ySTRUCTURAL'COMr1ENTS'` , !s; Q �• 1- T `.. -: r , •nA FINAL TV;Final. Cable RoUgh Cable Final Intercom: Rough: Interconi=Final`- Alarm.-Rougli --= Alarm; Final Fire°Alarn%Rough ;: Fire Alarm FinalA' Service Work Wit ?.. •Nt t, ELECTRICALCOMMENTSF"" , Y.y- x _, • ; "A,_mot q.�,• r.. " ..4 FIRE INSPECTION , «. ,- DATE., " INSP + t, Final Sprinkler�-t=,, ' - r ,.".-, ' sr "' Final Alarm FINAL ,,y =' , , • INSPECTION;-': : & ttlir3a v- Rough WaterrSerVice_ 2"d Rough' Top" -Out= Fire'Sprinklers"" _ Septic Tank • Sewer_ Hook=up Roof,Drains- Gas' LP Tank Well Lawn'Sprihklers_ „ Main Drain" Pool Piping BackfloW Preventor DATE , INSP ^:? ,I :,i•w" Interceptors.*:, Catch,Bains', Condensate Drains HRS;Final "" FINAL .r. PLUMBING CO M: TS' •' • t -..# y • yL MECHANICAL INSPECTION - -� ' DATE'"� llnderground_Pipe• IY il' u' " 310. Ventilation `Rough. HoodRough;t•r Pressure, Test,,1: tJ Xt, +V k•cr 'r FinaP,Hbdd r','t K'N:L. Final Ventilations*;' 'Final:Pool Heater_, Final Vacuum MECHANICAL COMMENTS Uc r e J - -' - - -- - �41 - -'..A.,' nrry ttl •4 • 17.r, ' nd. • L,0 f { 4, el � i Al -Flex Exterminators, Inc. 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 Miami, FL 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX (305) 227-1797 Web Page: www.alflexexterminators.com / Email: alflex@bellsouth.net CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Purchaser: ABL CONTRACTOR CORP Address 1840 NW 16 STREET/MIAMI, FL Phone (786) 718-9935 Address of Treated Premises : RESIDENTIAL Lot- 0 Block- 0 444 NE 93 STREET/ MIAMI SHORES, FL Number of Structure(s) to be treated : ONE Square Footage : Linear Footage : Permit #: 400 Gallons Used : 80 Gallons Used : Product Used : 40 DOMINION 2L 32 IMIDACLOPRID • . •. . .. . • ( 0.05 .• . • .••• •.• • •• • • • • • Date Initial Treatment : 8/21/2017 11:00 AM Date of Completion : 7/10/2018 7:00 AM Technician : MAURICIO .•.• • • •.•. •• •. • . • • • • • . .. • •••. • • • •• • • • • • • • . • • • • • .• • • .. . Al -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Al-Flex's limited warranty is presently in full force and effect. (WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) Al -Flex Exterminators, Inc. by President Dated: 7/ 9/2018 N\\\W 1-llumm +BERMiN, .O � O• AP�NI Ur SEAL f�kporat@ 11:/ • ,c This is not valid without a Company Seal • Al -Flex Exterminators, Inc. 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 Miami, FL 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX (305) 227-1797 Web Page: www.alflexexterminators.com / Email: alflex@bellsouth.net CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Purchaser : ABL CONTRACTOR CORP Address 1840 NW 16 STREET/MIAMI, FL Phone (786) 718-9935 Address of Treated Premises : RESIDENTIAL Lot- 0 Block- 0 444 NE 93 STREET/ MIAMI SHORES, FL Number of Structure(s) to be treated : ONE Square Footage : Linear Footage : Permit #: 400 Gallons Used : 80 Gallons Used : Product Used : 40 DOMINION 2L 32 IMIDACLOPRID ( 0.05 • • • • • • •• •••• • • • • • •• •• • • • • Date Initial Treatment : 8/21/2017 11:00 AM Date of Completion : 7/10/2018 7:00 AM Technician : MAURICIO • • • • • • • • • • • • •• •• • • • • • • • • • • •• • •••• • • • • • • • • • .• • • • • • • • • • • • •• • Al -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Al-Flex's limited warranty is presently in full force and effect. (WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) Al -Flex Exterminators, Inc. by President Dated: 7/ 9/2018 This is not valid without a Company Seal • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-308555 Permit Number: RC-8-16-2386 Inspection Date: July 16, 2018 Inspector: Kendall, Travis Owner: LONG, SETH & LYNETTE Job Address: 444 NE 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ABL CONTRACTOR CORP Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number (305)325-6976 Parcel Number 1132060140200 Phone: (786)718-9935 Building Department Comments INTERIOR REMODELING , NEW WINDOWS, CABANA INTERIOR REMODELING , NEW MASTER BATHROOM & NEW LAUNDRY , HALF BATHROOM , NEW KITCHEN Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 July 16, 2018 Page 1 of 1 Sheet 1 of 2 (Survey Related Data) — See Sheet 2 of 2 for Sketch of Survey. SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: Lot 7, Block 50, MIAMI SHORES NO. 2, according to the plat thereof as recorded in Plat Book 10, Page(s) 37, of the Public Records of Miami -Dade County, Florida. PROPERTY ADDRESS: 444 NE 93RD STREET MIAMI SHORES, FL 33138 INVOICE NUMBER: 75353-SE DATE OF FIELD WORK: 07/06/2016 CERTIFIED TO JOANNE KANTOR HOWARD B. NADEL, P.A. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SETH LONG NUVIEW IRA, INC., A FLORIDA CORPORATION FBO LYNETTE LONG IRA FLOOD ZONE: X FLOOD MAP: 12086C PANEL: 0302 SUFFIX: L PANEL DATE: 09/11/2009 COMMUNITY NUMBER: 120652 •• • .. ••.... • •••••• • • • • • • •••••• • • ••• •• ;••••• • . • . • • • •• • •••. • • •••. ••• • •. •. • • • :..... •••. •• . • . ...... • •• • • .• •. . ••. • •••. • • • • • • • .•. • ••••. • :' • •. •. . ••••. • •000000 • General Notes: 1. THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT. NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2. IF THIS SURVEY HAS BEEN PREPARED FOR THE PURPOSES OF A MORTGAGE TRANSACTION, ITS SCOPE IS LIMITED TO THE DETERMINATION OF TITLE DEFICIENCIES. NO FUTURE CONSTRUCTION SHALL BE BASED UPON THIS SURVEY WITHOUT FIRST OBTAINING APPROVAL AND/OR UPDATES FROM LANDTEC SURVEYING. LANDTEC SURVEYING ASSUMES NO RESPONSIBILITY FOR ERRORS RESULTING FROM FAILURE TO ADHERE TO THIS CLAUSE. 3. ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY. FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE. THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF, OR CHANGES MADE TO, ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES. DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 4. GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS - DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 5. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. 6. ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) OR NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988) AS SHOWN ABOVE. 7. ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 8. CORNERS SHOWN AS "SET" ARE IDENTIFIED WITH A CAP MARKED LB (LICENSED BUSINESS) # 6799. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS, AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17.051 & 5J-17.052 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET FORTH IN CHAPTER 5J-17.062. PURSUANT TO SECTION 472.025, FLORIDA STATUTES. "Jtti • a„''� Digitally signed by (Andrew Snyder, P.S.M. '.a Date: 2016.07.14 `...16:134 -04'00' DATE: 07/04/2016 ANDREW SNYDER - PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION No. 5639 (NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OR ELECTRONIC SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) Legend/Abbreviations: A = Arc Length CA = Central Angle C/L = Centerline CF = Computed from Field Measure CR = Computed from Record data CATV = Cable TV Riser DE = Drainage Easement Ease = Easement EOW = Edge of Water FF = Finished Floor FIP = Found Iron Pipe FIR = Found Iron Rod FN = Found Nail L = Per Legal Description M = Measured OHC = Overhead Cable ORB = Official Records Book P = Per Plat P/L = Property Line PC = Point of Curvature PCC = Point of Compound Curvature PK = Parker Kalon Nail POB = Point of Beginning POC = Point of Commencement PRC = Point of Reverse Curvature R/W = Right -of -Way TR = Telephone Riser UE = Utility Easement WM = Water Meter UP = Utility Pole CATV = Cable TV Riser DE = Drainage Easement Ease = Easement LANDTEC SURVEY I NG Proudry Starving Florida's. Land T4i E RaW Emote Industritas .. measuraGly Getter, • • Sheet 2 of 2 (Survey Related Data) - See Sheet 1 of 2 for Legal Description, Certifications, Property and other Survey related data. SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS ASPHALT 50.001(P) 50.I21(M) 1 5 CONCRETE SIDEWALK WELL oPUMP AV 2 13.60' M 7.15 ONE STORY RESIDENCE #444 LOT 7 BLOCK 50 19.80' I° PAVER CONCRETE 26.19' N.E. 93RD STREET 22' ASPHALT ROADWAY 75' RIGHT-OF-WAY FOUND 250 001(P$M)r IRON PIPE FOUND 1/2" N.W. CORNER IRON ROD BLOCK 50 FENCE 0,03' OUT 4.77' LOT 8 BLOCK 50 5v WOOD STORAGE 22.01 CONCRETE o STORAGE FOUND 1/2' / 22 I' 1,89' RON ROD FOUND W1vV OWM IRON R t.OUND I/2" IRON ROD -7.86 FENCE 0.62' IN 1 r'-) o LOT 6 BLOCK 50 N v I-8.03' o rn� p- t p o z 5 ASPHALT T' a, ALLEY z N ,50.001(P) 50.151(M) zm 1 94' `FENCE 0.70'IN J AERIAL PHOTOGRAPH ••.. (MAY NOT SHOW :TEST ROVEMENTS)• • • • • • (NOT -it -KALE): • • • • •••••• • • • •• •••••• • • • • LINETYPE LEGEND: BOUNDARO 414 • • •• • BUILDING LIVE ••••• • CENTERLINE • • EASEM@tT LINFi • •• CHAIN LINK FENCE — „„— „— "— WOODEN FENCE — —I — — OVERHEAD CABLE` ENCROACHMENTS SHOWN,IN RED LETTERING • •: • • • • LEGEND: CA DENOTES CENTRAL ANGLE CAN DENOTES CABLE T.V. BOX CH DENOTES CHORD DISTANCE DE DENOTES DRAINAGE EASEMENT FN DENOTES FOUND NAIL MDENOTES MEASURED OHCDENOTES OVERHEAD CABLE P DENOTES PLAT PP DENOTES POOL PUMP R DENOTES RADIUS TR t OTES TELEPHONE RISER MOTES UTILITY EASEMENT ENOTES UTILITY POLE DENOTES WATER METER BEARING REFERENCE: NONE. RECORD INFORIN i' A GULAR DATA. ALL ANGULAR DATA ShOWN BASED UPON FIELD OBSERVATION ONLY. w 0 Cr_ PLEASE NOTE: • • • :••••• • • • • • • • •• • • • • 000000 • • • • • • •• • oo • • • •••••• •• • •••• •• •••••• • •• • •• • .•• • SUBJECT PROPERTY IS SERVICED BY PUBLIC UTILITIES. THIS SURVEY IS APPROVED FOR CONSTRUCTION BY LANDTEC SURVEYING. Adverse Conditions • Please note the following: Landtec Surveying offers services throughout the State of Florida. Please refer to our website at www.LandtecSurvey.com for up to date information about our locations and coverage area. This survey has been issued byte following Landtec Surveying office: 600 Fairway Drive - Ste. 101 Deerfield Beach, FL. 33441 Office: (561) 367-3587 Fax: (561) 465-3145 www.LandtecSurvey.com Invoice Number : 75353-SE Drawn By: D.SNYDER Date of Field Work : 716/2016 Revision : Revision : Revision : LAND SURVEYING - RESIDENTIAL SERVICES Proudly Serving Florida's Land Title & Real Estate Industries • • • •