Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
400 Locust Ave (2)
p tom. CITYTY OF i' w' ^'^ ' ' Building & .Fire Prevention bivision FORD' t PERMITAPPLICATION SkNTFIRE DEPAftT '. N / — a ApplicationNo: t/ w / . 3 k 7s, S'y o o Documented CWnsteuctioWVakue: o I Job Address:: 400 Locust Ave. Parcel IlIll: 3049-31-511-OG00-0010 Type of Work: NewQ Addition Alteration Description of'Wo0c Construction of 90 -new apa Plan Review Contact Person: Joseph Chambers Phone: ' 407-341-4550Fax: Property Own Historic -District; YesnNoa cial ove: Capital al. eom Name 'Sanford Housing Authority Street; 1213 Historic Goldsboro Ave. City, State zip: Sanford, FL 32771 Contractor Pr„„ a.., - Name Brian Prebenda- Balfour Beatty'Construction Street: 255 ' South Orange Ave. Suite 1100 City, State zip: Orlando, FL 32801, Phone: '904- 237-0948' Fax: State License No.: CGC1516710 Architect/En, gineer Information 1, ), lip, Name: Slocum Platts Architects Street: 670 North Orlando Ave Suite 1001 City, St Zip; Maitland, FL 32751 Bonding Company: Phone: 40 Fax: t i E- mail: WK p com Mortgage Lender; I S FirG F Address: -_ Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO7V MENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE, MENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE, THE FIRST INSPECTION. Ir YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is` bereby made to obtain a,pennit to do tite 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 perfonned'tomeet' standards -of all laws regulating construction in this jurisdiction. I understand that a separate permit must be securedt for electrical work, plumbing, `signs,. yells, ,pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall; be.inscribed with the date of application andjtl e code in effect as of that date: 6` Edition (2017);Florida Building Code Revised: Junnary 1,-2018 _ ` R S PermitApplication t CITY OF uildling & Fire Prevention DivisionSkjT-10 RD PERIVIIT.4PPLICATION FIRE DEPARTi"!i N Into: Documented CWnstruction'Vaiue:.0 1 400 Locust Ave. Job Address Historic District: Yes Noa Parcel ID: 30-19-31-511-OG00-0010 Residential Commercial o/ Type of Work: NeWRI Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of 90 new apartments in a single 4-story buildin 11 Plan Review Contact Person: Joseph Chambers Phone: 407-341-4550 Fax: Name Sanford Housing Authority Title: SVP- Gardner Capital Email: !chambers@gardnercapital.com Property Owner Information Street: 1213 Historic Goldsboro Ave. City, State Zip: Sanford, FL 32771 Phone: 407-895-0820 Resident of property? : No Contractor Information Name Brian Prebenda- Balfour Beatty Construction Phone: 904-237-0948 Street: 255 South Orange Ave. Suite 1100 Fax: City, State Zip: Orlando, FL 32801 State License No.: CGC1516710 Arch itectlEngineer Information Name: Slocum Platts Architects Phone: 407-645-3019 Street: 670 North Orlando Ave. Suite 1001 Fax: City, St, Zip: Maitland, FL 32751 Bonding Company: Address: E-mail: wplatts@slocumplattscom Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE R i CORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a pen -nit 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application andjtI e code In effect as of that date: 6a' Edition (2017) Florida Building Code t, c) -- y, J '7 , as rt - , 7 3 71 az- Revised: Jammy 1, 2018 _ i o1 S Permit Application M NQTICE In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceedthe actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID P Signature ofContmctor/Agent Date r5 Kt'AtN) Print Contractor/Agent's Name c Signature of Notary -State of Florida Date AGO Pid)k St0O of FWft Pau41 J 8ch"tdtuvrired My C.wmeai0n GG 128848 11113= 1 Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building electrical Mechanical Q Plumbing©/ as Roof Construction Type: d Occupancy Use: 02 Flood Zone: Total Sq Ft of Bldg: - < < Min. Occupancy Load: of Stories:_ New Construction: Electric - # of Amps 00 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: i • Fire Alarm Permit: Yes No 0 WASTE WATER: BUILDING: .. z l Revised: January I, 2018 Permit Application c NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be do a in compliance with all applicable laws regulating construction and zoning. S'ignatuFeof Owner/Agent Da,(e 1_ PrintOwner/Agent's Name S 3o ignature of N ,-St lorida Date a? 1 KEV1N b FITZPATRICK JR. MY COMMISSION # GG051601 EXPIRES November 30, 2020 Owl rsonally Known to Me or Produced I D Type of I D Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application Balfour Beatty Construction GMP Proposal Georgetown Square Apartments Sanford FL March 6, 2017 Schedule of Value for, Base, :. VALUE Cost per 0 1 General Conditions, General Requirements & Fee 1,506,799 15.90 16,742 GL Insurance 130,213 1.37 1,447 3 Concrete 1,137,985 12.01 12,644 4 Masonry 557,391 5.88 6,193 5 Metals 483,041 5.10 5,367 6 Wood and Plastics 501,348 5.29 5,571 7 Thermal and Moisture Protection 301,492 3.18 3,350 8 Doors and Windows 506,197 5.34 5,624 9 Finishes 2,562,393 27.05 28,471 10 Specialties 96,099 1.01 1,068 11 Equipment 141,279 1.49 1,570 12 Furnishings 19,732 0.21 219 14 Conveying Systems 119,682 1.26 1,330 21 Fire Suppression 142,610 1.51 1,585 22 Plumbing 780,347 8.24 8,671 23 HVAC 739,726 7.81 8,219 26 Electrical 1,616,963 17.07 17,966 31 Sitework & Utilities 761,544 1 8.04 1 8,462 32 Exterior Improvements 415,625 4.39 4,618 TOTAL 12,520,464 132.15 139,116.26 Important Points The BVD is not intended to apply to alterations or repairs to existing buildings. Because the scope of alterations or repairs to an existing building varies so greatly, the Square Foot Construction Costs table does not reflect accurate values for that purpose. However, the Square Foot Construction Costs table can be used to determine the cost of an addition that is basically a stand-alone building which happens to be attached to an existing building. In the case of such additions, the only alterations to -the existing building would involve the attachment of the addition to the existing building and the openings between the addition and the existing building. For purposes of establishing the Permit Fee Multiplier, the estimated total annual construction value for a given time period (1 year) is the sum of each building's value (Gross Area x Square Foot Construction Cost) for that time period (e.g., 1 year). The Square Foot Construction Cost does not include the price of the land on which the building is built. The Square Foot Construction Cost takes into account everything from foundation work to the roof structure and coverings but does not include the price of the land. The cost of the land does not affect the cost of related code enforcement activities and is not included in the Square Foot Construction Cost. Square Foot Construction Costs a, °. Group (2QIB International Building Code), IA 11B IIA AM IIIA IIIB . IV VA VB A-1 Assembly, theaters, with stage 239.41 231.54 226.03 216.67 203.74 197.86 209.82 186.11 179.13 A-1 Assembly, theaters, without stage 219.07 211.20 205.68 196.33 183.65 177.76 189.48 166.01 159.03 A-2 Assembly, nightclubs 188.23 182.77 178.14 170.93 161.13 156.68 164.92 145.88 140.94 A-2 Assembly, restaurants, bars, banquet halls 187.23 181.77 176.14 169.93 159.13 155.68 163.92 143.88 139.94 A-3 Assembly, churches 220.05 212.18 206.66 197.31 185.99 180.11 190.46 168.36 161.38 A-3 Assembly, general, community halls, libraries, museums 185.05 177.18 170.67 162.31 148.58 143.75 155.46 131.00 125.02 A-4 Assembly, arenas 218.07 210.20 203.68 195.33 181.65 176.76 188.48 164.01 158.03 B Business 192.02 185.04 179.30 170.56 155.93 150.11 164.01 137.00 131.05 E Educational 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.39 140.26 F-1 Factory and industrial, moderate hazard 114.08. 108.82 102.59 98.59 88.51 84.45 94.44 74.21 69.43 F-2 Factory and industrial, low hazard 113.08 107.82 102.59 97.59 88.51 83.45 93.44 74.21 68.43 H-1 High Hazard, explosives 106.73 101.48 96.25 91.25 82.38 77.32 87.10 68.08 N.P. H234 High Hazard 106.73 101.48 96.25 91.25 82.38 77.32 87.10 68.08 62.30 H-5 HPM 192.02 185.04 179.30 170.56 155.93 150.11 164.01 137.00 131.05 I-1 Institutional, supervised environment 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 1-2 Institutional, hospitals 321.25 314.27 308.52 299.78 284.17 N.P. 293.24 265.24 N.P. I-2 Institutional, nursing homes 222.99 216.01 210.27 201.52 187.89 N.P. 194.98 168.96 N.P. 1-3 Institutional, restrained 218.28 211.30 205.55 196.81 183.43 176.62 190.27 164.50 156.55 I-4 Institutional, day care facilities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 M Mercantile 140.27 134.81 129.18 122.96 112.68 109.23 116.95 97.44 93.50 R-1 Residential, hotels 193.08 186.60 181.24 173.68 159.89 155.58 173.77 143.39 138.97 R-2 Residential, multiple family 161.95 155.46 1 150.10 142.54 129.52 125.22 142.64 113.02 108.61 R-3 Residential, one- and two-family d 151.10 146.99 143.20 139.61 134.50 130.95 137.27 125.85 118.45 R-4 Residential, care/assisted living facilities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 S-1 Storage, moderate hazard 105.73 100.48 94.25 90.25 80.38 76.32 86.10 66.08 61.30 S-2 Storage, low hazard 104.73 99.48 94.25 89.25 80.38 75.32 85.10 66.08 60.30 U Utility, miscellaneous 83.66 79.00 1 74.06 70.37 63.47 59.32 67.24 50.19 47.80 a. Private Garages use Utility, miscellaneous b. For shell only buildings deduct 20 percent c. N.P. = not permitted d. Unfinished basements (Group R-3) = $21.00 per sq. ft. 1 si it BERM T # Z-9 y 72 9 ? 8_?_3 023 r3_3_ Q /fo_,_o = 3__s z1_3_o3_3 F ? L 920 3 72-5 a UF,s a s rj .,_K_, o.Ts b _1 3 Y Important Points The BVD is not intended to apply to alterations or repairs to existing buildings. Because the scope of alterations or repairs to an existing building varies so greatly, the Square Foot Construction Costs table does not reflect accurate values for that purpose. However, the Square Foot Construction Costs table can be used to determine the cost of an addition that is basically a stand-alone building which happens to be attached to an existing building. In the case of such additions, the only alterations to -the existing building would involve the attachment of the addition to the existing building and the openings between the addition and the existing building. For purposes of establishing the Permit Fee Multiplier, the estimated total annual construction value for a given time period (1 year) is the sum of each building's value (Gross Area x Square Foot Construction Cost) for that time period (e.g., 1 year). The Square Foot Construction Cost does not include the price of the land on which the building is built. The Square Foot Construction Cost takes into account everything from foundation work to the roof structure and coverings but does not include the price of the land. The cost of the land does not affect the cost of related code enforcement activities and is not included in the Square Foot Construction Cost. Square Foot Construction Costs o,b,c Group -(2018 International Building Code) IA IB IIA AS IIIA 11113 IV ' VA VB' A-1 Assembly, theaters, with stage 239.41 231.54 226.03 216.67 203.74 197.86 209.82 186.11 179.13 A-1 Assembly, theaters, without stage 219.07 211.20 205.68 196.33 183.65 177.76 189.48 166.01 159.03 A-2 Assembly, nightclubs 188.23 182.77 178.14 170.93 161.13 156.68 164.92 145.88 140.94 A-2 Assembly, restaurants, bars, banquet halls 187.23 181.77 176.14 169.93 159.13 155.68 163.92 143.88 139.94 A-3 Assembly, churches 220.05 212.18 206.66 197.31 185.99 180.11 190.46 168.36 161.38 A-3 Assembly, general, community halls, libraries, museums 185.05 177.18 170.67 162.31 148.58 143.75 155.46 131.00 125.02 A-4 Assembly, arenas 218.07 210.20 203.68 195.33 181.65 176.76 188.48 164.01 158.03 B Business 192.02 185.04 179.30 170.56 155.93 150.11 164.01 137.00 131.05 E Educational 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.39 140.26 F-1 Factory and industrial, moderate hazard 114.08 108.82 102.59 98.59 88.51 84.45 94.44 74.21 69.43 F-2 Factory and industrial, low hazard 113.08 107.82 102.59 97.59 88.51 83.45 93.44 74.21 68.43 H-1 High Hazard, explosives 106.73 101.48 96.25 91.25 82.38 77.32 87.10 68.08 N.P. H234 High Hazard 106.73 101.48 96.25 91.25 82.38 77.32 87.10 68.08 62.30 H-5 HPM 192.02 185.04 179.30 170.56 155.93 150.11 164.01 137.00 131.05 1-1 Institutional, supervised environment 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 1-2 Institutional, hospitals 321.25 314.27 308.52 299.78 284.17 N.P. 293.24 265.24 N.P. 1-2 Institutional, nursing homes 222.99 216.01 210.27 201.52 187.89 N.P. 194.98 168.96 N.P. 1-3 Institutional, restrained 218.28 211.30 205.55 196.81 183.43 176.62 190.27 164.50 156.55 4 Institutional, day care facilities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 M Mercantile 140.27 134.81 129.18 122.96 112.68 109.23 116.95 97.44 93.50 R-1 Residential, hotels 193.08 186.60 181.24 173.68 159.89 155.58 173.77 143.39 138.07 R-2 Residential, multiple family 161.95 155.46 150.10 142.54 129.52 125.22 142.64 113.02 108.61 R-3 Residential, one- and two-family ° 151.10 146.99 143.20 139.61 134.50 130.95 137.27 125.85 118.45 R-4 Residential, care/assisted living facilities 191.30 184.81 179.46 171.90 158.36 154.06 171.99 141.86 137.45 S-1 Storage, moderate hazard 105.73 100.48 94.25 90.25 80.38 76.32 86.10 66.08 61.30 S-2 Storage, low hazard 104.73 99.48 94.25 89.25 80.38 75.32 85.10 66.08 60.30 U Utility, miscellaneous 83.66 1 79.00 74.06 70.37 1 63.47 59.32 67.24 50.19 47.80 a. Private Garages use Utility, miscellaneous b. For shell only buildings deduct 20 percent (HERMIT # c. N.P. = not permitted d. Unfinished basements (Group R-3) = $21.00 per sq. ft. CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: s PERMIT NUMBER: BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TAN DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY • YES NO TOTAL FEES: 37 OS a 9 y 7 //-r o a s. ON ' OF SXNF0"Rd FIRC DEPAII TMENJya. Building & Fire Prevention Division PERMIT APPLICATION Application No: l o Documented Construction Value: $ _ I 1 C)E)v a 0 Job Address: 400 Locust Ave.. Historic District: Yes NoZ Parcel 1D: 30-19-31-511-OG0O-0010 Residential Commercialz Type of Worla New Addition Altei•ationF—] Repairo,Demo Change of Use[] Move Description of Work Construction of 90-new apartments in -a single 4-story building. Plan Review Contact Person: Joseph. Chambers Phone: 407-341-4550 Fax Title: SVP- Gardner Capital Email: jchambers@gardnercapital.com Property Owner Information Name Sanford Housing Authority Street: 1213 Historic Goldsboro Ave. City, State zip: Sanford, FL 32771 Phone: 407-895-0820 Resident of property? No Contractor Information Name Brian Prebenda- Balfour Beatty Construction phone: 904-237-0948 Street 255 South OrangeAve. Suite 1100 City, State zip: Orlando, FL 32801 Fax: State License No.: CGC1516710 ArchitectlErlgineer Information Name: Slocum Platts Architects Phone: 407-645-3019 Street: 670 North Orlando Ave. Suite 1001 City, St, Zip: Maitland, FL 32751 Bonding Company: Fax: E-mail: wplatts@slocumplatts.com Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION. IF YOU .INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY. BEFORE; RECORDING YOUR,NOTICE OF COMMENCEMENT. Application is hereby made to obtain a pert -nit to do the work and, in- stallations 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 standards of all laws regulating construction iti this jurisdiction. I understand that a separate permit must be secured for electrical work,plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6111 Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this pernrit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Datc Print owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signalure of Contraclor/Agcnl Date iZr aunt P(ZL Print Coninactor/Agent's Name ENAx0pWAi SlSignaaureorNeorFlondaDatc WaECresmIrIIIrMiG1268449Schnett>arVW*W l q O A FVV--]— Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type:. Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy ]Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No 4 of Heads APPROVALS: ZONING: LL2h 1$ UTILITIES: ENGINEERING: 11''< <C I t ` Z748 FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS: of gvt.tA.1c pc t2wt 7 c- iu 51 iE c t1oP4 C't12w11'r Ok to construct 90 unit multi -unit apartment structure as shown on plan. Meets Conditional Use forUrbanInfillRedevelopmentapprovedatPlanning & Zoning commission on 2/2/17. Revised: January I, 2018 Pcrmit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: May 30, 2018 BUILDING APPLICATION #: 18-10000484 BUILDING PERMIT NUMBER: 18-10000484 UNIT ADDRESS: LOCUST AVE 400 30-19-31-511-OG00-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: SANFORD HOUSING AUTHORITY ADDRESS: 94 CASTLE BREWER CT SANFORD FL 32771 LAND USE: MULTIFAMILY TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 400 LOCUST AVE / GEORGETOWN SQUARE APARTMENTS / 90 UNIT MULTIFAMIY FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A 00 ROADS -COLLECTORS N/A 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE .00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 11 THOMAS PRINTWORKS DELIVERY TICKET Dispatch No: 0070730 E 160 Candace Drive Maitland, FL 32751 try P: 407-647-3034 407-647-3312 Entered By: MAR05995 Due Date:05/25/2018 Requested By: STAR Due Time:14:00 PM Store P.O. No: 15-055 GEORGTWN FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES I Stack 8.5 x 1 Is >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: 2018052500702020000070730 T140MAS PRINTWORKS 160 Candace Drive Maitland, FL 32751 P: 407-647-3034 DELIVERY TICKET SIGNATURE 1=, 407-647-3312 Entered By: MAR05995 Requested By: STAR Store P.O. No: 15-055 GEORGTWN Dispatch No: 0070730 Due Date:05/25/2018 Due Time:14:00 PM FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES 1 Stack 8.5 x 1 Is >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: 2019052500702020000070730 SIGNATURE 0 CITY OF Building& Fire Prevention Division FORD _N11A` *S PERMITAPPLICATION HRt'_ DEPAIITtAENT Application No: o 7 n Documented Construction Value: $ Job Address: 400 Locust Ave. Historic. District: Yes Noz Parcel t.D: 30-19-31-511-OG00-0010 Residential Commercialz Type of Work: NewWlAddition Alteration Repair Demo Change of Use Move Description of Work: Construction of 90 new apartments in a single 4-story building. Plan Review Contact Person: Joseph Chambers Phone: 407- 341-4550 Fax: Name Sanford Housing Authority Title: SVP- Gardner Capital Email: jchambers@gardnercapital. com Property Owner Information Street: 1213 Historic Goldsboro Ave. City, State zip: Sanford, FL 32771 Phone: 407- 895-0820 Resident of property? : No Contractor Information Name Brian Prebenda- Balfour Beatty Construction Pllone: 904-237-0948 Street: 255 South Orange Ave. Suite 1100 City, State zip: Orlando, FL 32801 Fax: State License No.: CGC1516710 Arch itectlEngineer Information Name: Slocum Platts Architects Street: 670 North Orlando Ave. Suite 1001 City, St, Zip: Maitland, FL 32751 Phone: 407- 645-3019 Fax: E- mail: wplatts@slocump.latts.com Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 perfortned to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the.date of application and the code in effect as of that date: 6a' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: in addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signalure of contractor Agent Date r> t<,IAnl Print Contractor/Agent's Name Ll S/q l8 Signature of Notary -State of Florida Date R r I'ttDfie smre orPestleJSchneMyC,wAfteion GG 1XU9 ExQm 11/1NMI Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roofrl Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: / ` 1 WASTE WATER: FIRE: BUILDING: Revised: January I, 2018 Permit Application THOMAS PRINTWORKS 160 Candace Drive Maitland, FL 32751 1x: 407-647-30 34 DELIVERY TICKET Fp 407-647-3312 Entered By: MAR05995 Requested By: STAR Store P.O. No: 15-055 GEORGTWN Dispatch No: 0070730 Due Date:05/25/2018 Due Time:14:00 PM FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES 1 Stack 8.5 x 11 s >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: 2018052500702020000070730 T140MAS PRINTWORK5 160 Candace Drive Maitland, FL 32751 P. 407-647-3034 P. DELIVERY TICKET SIGNATURE 407-647-3312 Entered By: MAR05995 Requested By: STAR Store P.O. No: 15-055 GEORGTWN Dispatch No: 0070730 Due Date:05/25/2018 Due Time:14:00 PM FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES 1 Stack 8.5 x 1 Is >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIVIIIIIIIIVIIIIIIIIIII I IIIIIIIIVIIIIIIIIIIIIIIIIIIVIIIIII IIIIIIIRIIIIIIII llllllllllllfll 2019052500702020000070730 SIGNATURE Revision Response to Comments Permit # I — 4 4 —14 Project Address: T 0 d G S Contact: Ph Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email; building@sanfordfl.gov JUL 18 2018 Submittal Date 13 : _. - Fax: General description of revision: R 5 e- !a0 1% ROUTING INFORMATION Department Approvals Utilities Waste Water.C. Planning Engineering Fire Prevention Building 5 SLOCUM PLATYS S` ARCHITECTS 670 North Orlando Avenue, Suite 1001 Maitland, FL 32751 June 19, 2018 City of Sanford 300 N. Park Avenue, Sanford, FL 32771-1244 SUBJECT: Georgetown Apartments 18-2474 Rev 1 Bldg. Dept. Comments dated 6.19.18 PRETREATMENT Hope Duncan hope.duncanAsanfordfl.gov 407.688.5000-1244 Comment 1 The elevator has a sump pump pit which must connect to an oil water separator prior to discharge to sanitary line. Response: We will provide oil detection and alarm per section FBC 1003.4. We will connect to grease line. Comment 2 The plans do not include a grease interceptor. A 750 gallon grease interceptor is required for this project. There must be a two way cleanout before and after the interceptor. Response: This is the city of Sanford requirement. We will connect all kitchen raiser to grease interceptor and sample box - Comment 3 Sanitary lines must be separate from kitchen lines and only kitchen lines can enter the interceptor. Response: We will have (2) sewer waste raise leaving the facility, one goes directly to sewer system and one will connected via grease interceptor, and then to sewer. Comment 4 If the clubhouse has a kitchen, it must also connect to the interceptor. 1 77 SLOCUM A PLATTS ARCHITECTS 670 North Orlando Avenue, Suite 1001 Maitland, FL 32751 Response: We will provide as requested We will connect to grease lines. Comment 5 If there is a dumpster pad has a drain, it must connect to the grease interceptor. The drain must be protected from storm water at all times. May require a raised platform, drain cover and/or storm gutter. Response: A drain is not proposed for the dumpster pad.. Comment 6 Since no lift station is proposed for this project a sampling box must be included prior to connection to City sewers. S Response: The proposed sanitary system was revised to provide a sampling box (manhole) at the most downstream point before discharging into the City system. See the attached Utility Plan. Comment 7 Include City spec for sampling box (include red notes at bottom) and grease interceptor (attached) Response: The detail for the sampling box is found within the Utility Standard Details found in the Civil Plans. Comment 8 Ensure that both the sanitary line and interceptor line wye together PRIOR to entering the sampling box. The sampling box must receive flow from ALL sources of wastewater onsite including the sanitary and the grease waste line. Response: The proposed sanitary system was revised to provide the requested wye prior to discharging to the sampling box. Comment 9 The sampling box will be used for collection of surcharge samples at least once yearly and if elevated results are returned, the complex will be required to pay additional fees on their utility bill. For further information on the Surcharge Program and other 2 SLOCUM 1 ' PLATTS S r ARCHITECTS 670 North Orlando Avenue, Suite 1001 Maitland, FL 32751 applicable information, follow this link: https://www.municode.com/library/fl/sanford/codes/code of ordin ances?nodeld=PTIICOOR CH102UT ARTIXSEUSDIRE DIV5 OIGRPRPR Response: The comment is noted and the owner is aware of the conditions. Comment 10 Complete and submit a wastewater discharge application for residential establishments (attached) and submit $50 application fee. An additional fee of $200 will be required prior to requesting CO/CC should you wish to submit fee along with $50 application fee. Response: The application is being prepared and will be submitted with the appropriate fee. Should you have any questions please contact Russel Goliath at (407) 645-3019. Sincerely, o William P. Platts, AIA Vice -President, RA010607 OF 0PrCci QNILIipsA'j G/ 3 Revision City of Sanford Response to Comments 2/ Building & Fire Prevention Division Ate— Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I Submittal Date ty Project Address: T Contact: Email: Trades encompassed in revision: E Building Plumbing Electrical Mechanical Life Safety Waste Water lrV1Fax: n General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention I(Building r SLOCUM PLATTS tt r ARCHITECTS 670 North Orlando Avenue, Suite 1001 Maitland, FL 32751 June 19, 2018 City of Sanford 300 N. Park Avenue, Sanford, FL 32771-1244 SUBJECT: Georgetown Apartments 18-2474 Rev 1 Bldg. Dept. Comments dated 6.19.18 PRETREATMENT Hope Duncan hope.duncan(a,sanfordfl.$!ov 407.688.5000-1244 Comment 1 The elevator has a sump pump pit which must connect to an oil water separator prior to discharge to sanitary line. Response: We will provide oil detection and alarm per section FBC 1003.4. We will connect to grease line. Comment 2 The plans do not include a grease interceptor. A 750 gallon grease interceptor is required for this project. There must be a two way cleanout before and after the interceptor. Response: This is the city of Sanford requirement. We will connect all kitchen raiser to grease interceptor and sample box. Comment 3 Sanitary lines must be separate from kitchen lines and only kitchen lines can enter the interceptor. Response: We will have (2) sewer waste raise leaving the facility, one goes directly to sewer system and one will connected via grease interceptor, and then to sewer. Comment 4 If the clubhouse has a kitchen, it must also connect to the interceptor. 1 SLOCUM v. PLATTS aecNiTECTs 670 North Orlando Avenue, Suite 1001 Maitland, FL 32751 Response: We will provide as requested. We will connect to grease lines Comment 5 If there is a dumpster pad has a drain, it must connect to the grease interceptor. The drain must be protected from storm water at all times. May require a raised platform, drain cover and/or storm gutter. Response: A drain is not proposed for the dumpster pad.. Comment 6 Since no lift station is proposed for this project a sampling box must be included prior to connection to City sewers. S Response: The proposed sanitary system was revised to provide a sampling box (manhole) at the most downstream point before discharging into the City system. See the attached Utility Plan. Comment 7 Include City spec for sampling box (include red notes at bottom) and grease interceptor (attached) Response: The detail for the sampling box is found within the Utility Standard Details found in the Civil Plans Comment 8 Ensure that both the sanitary line and interceptor line wye together PRIOR to entering the sampling box. The sampling box must receive flow from ALL sources of wastewater onsite including the sanitary and the grease waste line. Response: The proposed sanitary system was revised to provide the requested wye prior to discharging to the sampling box. Comment 9 The sampling box will be used for collection of surcharge samples at least once yearly and if elevated results are returned, the complex will be required to pay additional fees on their utility bill. For further information on the Surcharge Program and other N r SLOCUM PLATTS ARCHITECTS 670 North Orlando Avenue, Suite 1001 Maitland, FL 32751 applicable information, follow this link: https://www.municode.com/library/fl/sanford/codes/code of ordin ances?nodeld=PTIICOOR CH102UT ARTIXSEUSDIRE DIV5 OIGRPRPR Response: The comment is noted and the owner is aware of the conditions. Comment 10 Complete and submit a wastewater discharge application for residential establishments (attached) and submit $50 application fee. An additional fee of $200 will be required prior to requesting CO/CC should you wish to submit fee along with $50 application fee. Response: The application is being prepared and will be submitted with the appropriate fee. Should you have any questions please contact Russel Goliath at (407) 645-3019. Sincerely, William P. Platts, AIA Vice -President, RA010607 0 F_ FL O QNILL/p • ••4/ A'• AR0013262 BRED A?G` 3 CITY OF Sk FORD Building &Fire Prevention Division COMMERCIAL PERMIT GUIDELINES FIRE DEPARTMENT All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Gd Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. NIA Copy of a contract, signed by the contractor and property owner, indicating the documented construction value PJ Copy of the contractor's license issued by the State of Florida (if contractor is applicant). N/A A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. C3 Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). µ/q. Owner Builder Statement / Affidavit (if owner is applicant). Must be signed in person at the Building Department) LLC's do not qualify for the Owner Builder exception per Florida Statute N/A Approval letter from sanitary sewer provider (if other than the City of Sanford). N/A Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department for new or existing septic systems, grease interceptors, etc. (if applicable). 14 Seminole County Impact Fee Statement. VFive (5) sets signed and sealed building construction plans. tA/q Two (2) sets signed and sealed site development plans approved by City of Sanford Planning & Development Services Department. Letter from Planning & Development Services agreeing to submittal of plan without development plan approval. This is at the developer's risk. Two (2) sets signed and sealed floor and roof truss engineering. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions for the following products: windows, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. be Three (3) sets of completed and signed energy calculations (signed/sealed if required by Florida Statute or code). N/R State of Florida Division of Hotel and Restaurant approval (if applicable). RIA Florida Department of Environmental Protection Notice of Asbestos Renovation or Demolition (if applicable). x/A- State of Florida Notification on Gas Tanks (if applicable). is/?t Floodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. THE BUILDING CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN (Development plan includes additional requirements All parking and accessible routes C Accessible parking space(s) and signage details Accessible entrances Cif Accessible ramps, handrails, guardrails, curb cuts and details I .Jective: August 1, 2017 Page I of 7 RAJ' All required building exits accessible (not less than 60% if all are not required exits) C Areas of rescue assistance Accessible signage Cad' Fire access C Vehicle loading RJ Driving/turning radius Ur Fire hydrant/water supply/post indicator valve (PIV) 4 Location of septic systems (if applicable) R( Setbacks/fire separation (assumed property lines) RJR/ Utility lines (water, sewer, irrigation Cal Meters and backflow devices BUILDING PLAN C? Construction documents shall indicate code edition being applied Rf Page size minimum I I" x 17" RAJ Plans to minimum 1/4" scale 16 All pages numbered and labeled 12, Plans signed/sealed and dated by a Florida Design Professional as applicable Rol Designer information: name, address, registration # on all pages 1!1' Reference the currently adopted code editions R'f Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings, 139 mph ultimate design wind speed for risk category II buildings and 149 mph ultimate design wind speed for risk category III and IV buildings Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary Rr Threshold Inspection Plan (for threshold buildings) 1?r All areas dimensioned and use noted d Corridors El- Shafts and elevator hoistways C Stair location/guardrails/handrails C Partition denotations and schedule Ed' Door locations, sizes, door and hardware schedule d Window locations, sizes and schedule E6 Tempered glass locations R7 Attic ventilation and access R?r Air barrier requirements Cfi Interior finish ratings and schedule VF Light and ventilation E? Sanitation R7 Elevators 16 Escalators R7 Lifts JCS Roof coverings Construction type design criteria: R?- Type of construction denoted (per table 503) E/fective: August 1, 2017 Page 2 of 7 Occupancy group classification denoted for building and rooms/areas Ca- Gross square footage — Net square footage calculations 1 d^ Building height Cam]" Percentage of exterior openings calculations Z^ Classification of hazard of contents (if applicable) Structural Design Criteria: l Ultimate design wind speed (Vult) 12- Nominal design wind speed (Vasd) Cx' Risk category 21 Exposure category Z Enclosure classification C]- Internal pressure coefficient 0, Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary Ed- Floor loads — psf E21- Stair loads — psf C3' Roof loads — psf D- Balcony loads — psf RT Corridor loads — psf Y Storage loads — psf Materials to be reviewed shall at a minimum include the following: E3' Wood / grade — species C'f Steel / type - grade 9 Aluminum Ir Concrete T Plastic Z' Glass 2' Masonry Gypsum board and plaster 0- Insulating (mechanical) Cl" Roofing Zr- Insulation C- Alternate materials Structural: Cf Signed and sealed soil report with a positive conclusion required d Compaction requirements I Foundation locations, dimensions and depth specified C?T Foundation denotations, schedules and details C'f Reinforcing steel, amount, size, grade, spacing, and lap specified C Footing dowel locations CFJ Maximum filled cell spacing C7' Embedment's Y Slab thickness and reinforcement Cf Vapor barrier C]' Terinite protection Cal Relieving arch steel details at pipe penetrations f Brick ledge detail including flashing and weep hole size and spacing EJ Building materials used K Lintel locations, denotations and schedule C( Exterior and interior structural wall sections Elective: August 1, 2017 Page 3 of 7 r- Columns Ed- Tie beams CT' Structural steel size, type, connections C?r Framing details and fastening Eir Load path connectors Y- Floor deck and fastening Cd- Wall sheathing and fastening CT Roof deck and fastening Rd' Stair construction EC Window and door details, including design pressure of openings C?l Fastening details for windows and doors, (type, length, and quantity) S Exterior mounted mechanical units fastening methods to meet wind load I- Roof and floor framing, truss layout, connector schedule Fire Protection Requirements: CT Fire separation requirements for corridors, elevators, stairways, floors & shafts If Occupancy separation requirements 16 Tenant separation requirements E Fire resistant protection details for type of construction C Rated requirements for walls, floor -ceiling and roof -ceiling assemblies If Design numbers and details for all rated assemblies Design numbers and details for all rated penetrations E21' Rated door and hardware schedules 1?r Fire blocking and draft stopping Ca^ Calculated fire resistance I' Interior finishes (flame spread/smoke development) Life Safety: Et Occupant load calculations and egress capacities C_ Special occupancy requirements Z' Egress plan Number of exits d Capacity of exits d Arrangement of exits 12- Travel distance to exits/common path of travel EX Stairs construction/geometry and protection 16 Horizontal exits/exit passageways E!' Illumination of exits CST Exit signs C' Emergency lighting CAS Enclosures ler Handrails Z' Guardrails R' Ramps 211 Early warning systems schematic Cf Smoke control systems schematic 6 Stair pressurization systems schematic d Extinguishing requirements T Areas of rescue assistance Accessibility Building: CJ Door sizes, hardware schedule Vertical accessibility Effective: August 1, 2017 Page 4 of 7 I?' Accessible route dimensions Kr- Maneuvering clearances R' Hi-Lo drinking fountain I?- Equipment clear floor space/reach ranges I?" Areas of rescue assistance EC Signage C'r- ATM machines Accessibility Restrooms/Bathrooms: Turning radius Cf Required floor space for fixtures l Fixture and equipment mounting dimensions p' Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING PLAN y- Plumbing plans submitted p' Piping materials E' Piping supports C Detennine minimum plumbing fixtures required based on occupant load calculated per FBC 1004 Er Water distribution diagram a Water hammer arrestors Gr' Plumbing drain, waste and vent riser diagram Ed- Grease trap detail Cf Grease trap Health Dept. report on existing CY Interceptors 7- Roof drains/calculations for flat roofs CC Backflow prevention E ' Medical gas R- Oxygen systems E2' Environmental requirements Water Heaters: Ca' T & P drain Cat" Air gap E f Pan drain Thermal expansion device C Heat traps E3' Mounting platform GAS PLAN C Type of gas J Gas pressure 2- Appliances schedule and BTU's Z- Chimneys and Vents Zf Combustion air CZf LP tank size and location (above or below grade) lr Protection requirements Gas Riser Diagram: EJ Pipe type Pipe sizing Effective: August 1, 2017 Page 5 of 7 Ca- Total developed length Ca" Segment lengths 16' Appliance locations Er Shut -offs valves MECHANICAL PLAN E_ Mechanical plans submitted L Energy calculations 2' Duct systems and sizing X Duct work clearances at mechanical room (4" minimum) E?1' Duct supports Eg' Means for balancing HVAC system Cl Diffusers (size and direction) E>' CFM requirements E- Ventilation I?- Combustion air le Outdoor air calculations 16 Balanced return air C1` Make-up air EJ Equipment location and working clearances ( 30" wide by 36" deep, 6' high minimum) C?' Condensate piping and disposal Cif Required platforms and catwalks Ef Roof mounted equipment (including equipment and curb anchorage) d Details and specifications e' Equipment sizing calculations EZr Equipment specifications Vf Joint sealing methods and product specification E Air balance table E?f Rated penetrations - fire damper details and manufacturer's installation instructions C J Means for automatic fan shutdown CFJ Kitchen hood, duct plans, fire suppression and specifications Ea' Bathroom exhaust systems Hf- Special exhaust systems ler Chimneys, fireplaces and vents DI' Other appliances EI Boilers E6 Refrigeration E Bathroom ventilation i Laboratory ELECTRICAL PLAN d! Maximum available fault current at service C7 AIC rating of equipment Efi Voltage and phase of electrical system Er Load calculation EY Electrical service riser diagram indicating overcurrent protection sizes, conductor and conduit types and sizes, number of service disconnecting means, grounding electrode system: bonded to the foundation steel, structural steel, metal piping, size and type, separately derived system or not? (solid neutral or switching) E - Transformer sizes and types if used E( Panel schedules and ratings EIS Power plan Rf Panel locations and working clearances Effective: August 1, 2017 Page 6 of 7 V Lighting plan C' Device legend I- Wiring methods and materials Cl" Feeders and branch circuits, conduit sizes and types d Grounding conductors Cr Exit lights L- Emergency lighting r Egress lighting f Signage and disconnecting means location Cd' Generator type: emergency or standby ff Remote annunciation C Load shed (if necessary) I' Required receptacle outlets GFCI's Equipment Special occupancies Emergency systems Communication systems Low voltage FIRE PROTECTION/FIRE SUPPRESSION PLAN 2' Early warning smoke evacuation and control CAI- Sprinkler design criterion (separate permit required) Fire alarm design criterion (separate permit required) a Pre-engineered systems d Riser diagram COY Standpipes These guidelines were compiled to assist the applicant in preparing a new commercial permit/plan submittal and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Please be aware that a separate permit is required for any.fire sprinkler system and fire alarm system. All site related signs, fences, hardscape features, guard/hand rails, free standing walls, retaining walls, canopies, accessory structures, site electrical and lighting, satellite dishes, dumpster enclosures, irrigation systems, lift stations, and any demolition of'structures. Effective: August 1, 2017 Page 7 of 7 CrTy oF opLANDo ECONOMIC DEVELOPMENT - PERMITTING Local Business Tax Receipt City Hall, 400 South Orange Avenue, First Floor Post Office Box 4990 Orlando, FL 32802-4990 Phone: 407.246.2204 Fax: 407.246.3420 PROMPTI Interactive Voice Response System: 407.246.4444 Visit our website: www,CityofOrlando.net/permits 2016-2017 Crry 't - REd' of Ow NOTICE- HIS I IOT ONil& tVIDENIbMl LOCAL BUSINESS'TAk'PURSUANT TO,C ECONOMIC DEVELOPMENT STATUTES. ITDOES -NOT PERMIT THE HOL IN VIOLATIQNjq f ANY -CITY, STATE, OR, FEE PERMITTING SERVICES PERMITTNO .t n" F XIDTIFIED,,.OF- FOUND, fi TE, AI LOCAL BUSINESSTAXRECEIPTCHANRA- 01. V '&SKILL OF Formerly known as "Business License," changed per state law H611269-2006) Issued Date: 07/2812016 A, Expiration Date: 0913012017 se t64;"" Business NamesBBALFOURBEATTY CONSTRUCTION LLC 1, 4y 255 S ORANGE AVE 1,5P7 CI' Do j! 1100 ORLANDO, FL- 32801 4 Tf oy, 7 Business -Type( g)'- 152:idENFtRAL CONTRACT w 41 IbONTRA, -M — aRtf, STATE OF FLORIDA DEPARTMENT OF BUSINESS ARID PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 PREBENDA, BRIAN ALAN BALFOUR BEATTY CONSTRUCTION, LLC 9238 MCDAVID COURT VMINDERMERE FL 34786 Congratulations! With this license you become one of the nearly one million=loridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to baraeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please tog onto www.myfloridalicense.com. 'rhere you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR 850) 487-1395 STATE OF FLORIDA DEPARTMENT OF BUSINESSAND PROFESSIQNAL REGULATION CGC151671 J ,,ISSUED: 08115/2016 CERTIFIED GENERAL CONTRACTOR PREBENDA, BMAN AIAN BALFOUR BEATTYCONSTRUCTION, LLC IS CERTIFIED under me provisions of Ch.489 FS. E- V rM,m date WG 21 2018 1. WeI SDO02221 DETACH HERE KEN LAINSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD wGC1516710 The GENF..RAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 PREBENDA, BRIAN ALAN BALFOUR BEATTY CONSTRUCTION LLC 9238 MCDAVID COURT WINDERMERE FL 34786 ISSUE): 081612316 DISPLAY AS REQUIRED BY LAIN SEQ It L1608150002221 z w Pei t o e ;Zp16' } ` haves g.ts-.O4s A6 "® CERTIFICATE OF LIABILITY INSURANCE page 1 of 1 09%20/2017' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME WILLIS OF TENNESSEE, INC. NASHVILLE OFFICE P. 0. BOX 305025 PHONE FAX 877-945-7378 888-467-2378 E-MAIL certificates@willis.com 26 CENTURY BLVD. NASHVILLE, TN 37230-5025 INSURER(S)AFFORDINGCOVERAGE NAIC# INSURER A: Zurich American Insurance Company 16535-005 INSURED Balfour Beatty Construction, LLC INSURER B: American Guarantee & Liab. Ina. Co. 26247-001 INSURERC: 7901 SW 6th Court Suite 200 Plantation, FL 33324 INSURER D: INSURER E: INSURER F: CnVFRAnFR CFRTIFICATF NIUMFI 257154R2 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL SUB POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR GLO-6476684-04 10/1/2017 10/1/2018 EACH OCCURRENCE 3,000,000 I7q gCF TQ}a occurence) PREPAISESIt 1,000,000 MED EXP (Any one person) 15,000 PERSONAL & ADV I NJURY 3,000,000 GEML AGGREGATE LIMIT APPLIESPER: POLICY PRO LOCJECT OTHER: GENERALAGGREGATE 6,000,000 PRODUCTS -COMPIOPAGG 6,000,000 A AUTOMOBILE LIABILITY X ANYAUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY BAP-6476683-04 10/1/2017 10/1/2018 COMBINED SINGLE LIMITEaaccident) 3,000,000 BODILY INJURY(Per person) BODILY INJURY(Per accident) PROPERTYDAMA E Peraccident) B UMBRELLALIAB EXCESS LIAB X OCCUR CLAIMS -MADE AUC 0184602-02 10/1/2017 10/1/2018 EACHOCCURRENCE 5,000,000 X AGGREGATE 5,000,000 DIED I I RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? IMandatory inNH) fyes, descnbeunder DESCRIPTION OF OPERATIONS below NIA WC 6476685-04 10/1/2017 10/1/2018 X E. L. EACH ACCIDENT 3,000,000 E. L. DISEASE - EA EMPLOYEE 3,000,000 E. L. DISEASE -POLICY LIMIT 3,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) CFRTIPIrATF 41n1 nFR CANCFI_LATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE City of Sanford 300 N. Park Avenue Sanford, FL 32772-1788 Coll: 5126826 Tpl:2169979 Cert:257T5482©1988-20154ICORDCORPORATION. All rights reserved. ACORD 25 ( 2016/03) The ACORD name and logo are registered marks of ACORD c 8 9 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT W W W.SANFORDFL.GOY April 27, 2017 MAILING ADDRESS Mr. Dave Aldrich, Building OfficialCITYOFSANFORD POST OFFICE BOX 1788 City of Sanford Building Department SANFORD, FLORIDA 32772-1788 300 N. Park Avenue Sanford, Florida 32771 PHYSICAL ADDRESS CITY HALL Re: 400 Locust Avenue — Georgetwwn Square (fka Redding Apartments) 300NORTH PARK AVENUE Tax Parcel Numbers: 30-19-31-511-OG00-0010, 25-19-3 0-5AG-06OD-00 10 SANFORD, FLORIDA32771-1244 and 30-19-31-517-OA00-0020 TELEPHONE Dear Mr. Aldrich: 407.688.5140 FACSIMILE The City of Sanford has received Engineering Plans to construct a new 90 unit 407.688.5141 multiple family residential development, Georgetown Square, at 400 Locust Avenue. The plans are currently being reviewed by the Development Review Team with approval anticipated very soon. No required changes to the plans; ifCITYCOMMISSION any, will likely impact the size, design or location of the proposed building. JEFFTRIPLETT Therefore, based on the pending approval of the Engineering Plans, the Planning MAYOR and Development Services Department agrees to the building plans being ART WOODRUFF submitted for review and permitting at this time. The risks involved with DISTRICT 1 submitting for concurrent reviews have been explained and the applicant DR. VELMA H. WILLIAMS understands and acknowledges the risk. DISTRICT 2 Please do not hesitate to contact me if you have any questions or require additional PATRICKAUSTIN DISTRICT 3 information. PATTY MAHANY Sincerely, DISTRICT4 ClY OF SANFORD ca CITYMANAGERNORTON N. BONAPARTE, JR. Sabreena Colbert Planner Cc: Joe Chambers — Gardner Capital, Inc. Development File i SXNFORD FIRE DEPARTMENT Building & Fire Prevention Division MPEWMIT APPLICATION No: Documented Construction Value: $ ©Uv a 0 lob Address: 400 Locust Ave. Historic.District: Yes NoFvl Parcel ID: 30-19-31-511-OG00-0010 Residential Commercial Type of Work: Newa Addition Alteration Repaira Demo Change of Use Move Description of Work: Construction of 90 new apartments in a single 4-story building. Plan Review Contact Person:. Phone: 407-341-4550 Joseph Chambers Title: SVP- Gardner Capital Fax: Email:lchambers@gardnercapital.com Property Owner Information Name Sanford Housing Authority Phone: 407-895-0820 Street: 1213 Historic Goldsboro Ave. City, State Gip: Sanford, FL 32771 Name Resident of property? :. No Contractor Information Brian Prebenda- Balfour Beatty Construction Phone: 904-237-0948 Street: 255 South Orange Ave. Suite 1100 City, State zip: Orlando, FL 32801 Name: Slocum Platts Architects Fax: State License No.: CGC1516710 Architect/ Engineer Information Street: 670 North Orlando Ave. Suite 1001 City, St, Zip: Maitland, FL 32751 Bonding Company: Address: Phone: 407-645-3019 Fax: E- mail: wPlatts@slocumplatts.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a pertnitto 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing; signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this pennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contact exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -Stoic of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 4/r Signature of Contractor/Agent Date rrr,IAnl Pr 3 NAh Print Conuhctor/Agent's Name Slag 8 Signature of Notary -State of Florida Date eNfdowy Public Stet® Of floAdaPeule ,) satrte My CwmftWw GG 12e949NEiVmIIII &=I Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type; Total Sq Ft of Bldg: Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1, 2018 Permit Application THOMAS PRINTWORKS 160 Candace Drive Maitland, FL 32751 P: 407-647-3034 DELIVERY TICKET 407-647-3312 Entered By: MAR05995 Requested By: STAR Store P.O. No: 15-055 GEORGTWN Dispatch No: 0070730 Due Date:05/25/2018 Due Time:14:00 PM FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES I Stack 8.5 x 1 Is >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: 2018052500702020000070730 SIGNATURE THOMA S PRINTWORKS 160 Candace Drive DELIVERY TICKET Dispatch No: 0070730 Maitland, FL 32751 P: 407-647-3034 P: 407-647-3312 Entered By: MAR05995 Due Date:05/25/2018 Requested By: STAR Due Time:14:00 PM Store P.O. No: 15-055 GEORGTWN FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES 1 Stack 8.5 x I Is >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: 2019052500702020000070730 SIGNATURE THO AS PRINTWORKS 160 Candace Drive Maitland, FL 32751 P: 407-647-3034 DELIVERY TICKET F: 407-647-3312 Entered By: MAR05995 Requested By: STAR Store P.O. No: 15-055 GEORGTWN Dispatch No: 0070730 Due Date:05/25/2018 Due Time:14:00 PM FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES Stack 8.5 x 1 I s >>> Tracker #: 046600-01 1 15-055 Georgetown Square DATE: TIME: IIIV IIIIIIIBIIIIII AIIIIIYIIIIIIVIIIIIYIIIIIVIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIIA IIIIIIIIIII IIIIIIIIIIIIIIIIIIIVIIIIII 2018052500702020000070730 SIGNATURE Th THOMAS PRINTWORKS 160 Candace Drive DELIVERY TICKET Dispatch No: 0070730 Maitland, FL 32751 P: 407-647-3034 F. 407-647-3312 Entered By: MAR05995 Due Date:05/25/2018 Requested By: STAR Due Time:14:00 PM Store P.O. No: 15-055 GEORGTWN FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES I Stack 8.5 x I 1 s >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: III IIIIIIIIIIII IIIIIIIIIIII III IIH l 11 II I 11IdlIIldiIl 111 1II 11 I 11Idl(IIIIIIII I 11II II 2018052500702020000070730 SIGNATURE x City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: August 22, 2018 Project: Apartment Building Contact Person: Joseph Chambers Job Address: 400 Locust Avenue Contact Phone Number: Application Number: 18-2474 Contact E-mail: jhambers gardnercapital.com Contact Fax Number: ARCHITECTURAL 1. Provide Threshold Inspection Plan. Include Inspector license and certification. STRUCTURAL 1. Submit two sets of truss engineering and lay out sheets. MECHANICAL 1. Mechanical Plans, no gas piping riser diagrams. Two sets required with gas piping sizing tables. 2. You will need to bring these'in and insert them into two sets of plans. PLUMBING 1. You will need to come in and insert revised plumbing sheets into two sets of plans. ELECTRICAL 1. No comments. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner 9r, Deen, Joy From: Deen, Joy Sent: Wednesday, August 22, 2018 7:55 AM To: jchambers@gardnercapital.com' Subject: 18-2474 Attachments: 18-2474.pdf Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 Revision City of Sanford Response to Comments . q Building & Fire Prevention Division0 ?., Ph: 407.688.5150 Fax: 407.688.5152 Email: uilding@sanfor fl.go Permit 4 _ Submittal Date Project Address: k , Ph: S_§ n Fax: Email: 1 I el g 110CA)r" 144fr. c.oe" Trades encompassed in revision: Building Plumbing Electrical 1 Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: IFW-M,WAV ROUTING INFORMATION Approvals IV 0 Are/ crrJ' RECEI ' V SLOCUM PLATTS ARCHITECTS August 22, 2018 City of Sanford Building Division P. O. Box 1788 Sanford, Florida 32771 SUBJECT: Georgetown Apartments 18-2474 Rev 2 Bldg. Dept. Comments dated 8.22.2018 PRETREATMENT Joy Deen joy.deen(a,sanfordfl.gov 407.688.5064 Comment 1 Provide Threshold Inspection Plan. Include inspector license and certification. Response: Please see attached report Owner shall hire inspection company. Comment 2 Submit two sets of truss engineering and lay out sheets. Response: See attached sheets Comment 3 Mechanical plans, no gas piping riser diagrams. Two sets with gas piping sizing tables. Response: See revised mechanical plans and new sheet M.2a for mechanical lines sizing tables. Comment 4 You will need to bring these in and insert them into two sets of plans. Response: Noted 670 NORTH ORLANDO AVENUE / SUITE 1001 / MAITLAND FL 32751 / 4b7.645.3019 TEL / 407.645.2771 FAX / SLOCUMPLATTS.COM SLOCUM PLATTS ARCHITECTS Comment 5 You will need to come in and insert revised plumbing sheets into two sets of plans. Response: Noted. Should you have any questions please contact Russel Goliath at (407) 645-3019. Sincerely, William P. Platts, AIA Vice -President, AR0013350 oILL/F- F O y, Q%' QNpS, RAC W A'. AR0013262 ,• RED ARG 670 NORTH ORLANDO AVENUE / SUITE 1001 / MAITLAND FL 32751 / 407.645.3019 TEL / 407.645.2771 FAX / SLOCUMPLATTS.COM 01 SLOCUM PLATTS ARCHITECTS August 22, 2018 City of Sanford Building Division P. O. Box 1788 Sanford, Florida 32771 SUBJECT: Georgetown Apartments 18-2474 Rev 2 Bldg. Dept. Comments dated 8.22.2018 PRETREATMENT Joy Deen ]oy.deen(alsanfordfl.%tov 407.688.5064 Comment 1 Provide Threshold Inspection Plan. Include inspector license and certification. Response: Please see attached report. Owner shall hire inspection company. Comment 2 Submit two sets of truss engineering and lay out sheets. Response: See attached sheets Comment 3 Mechanical plans, no gas piping riser diagrams. Two sets with gas piping sizing tables. Response: See revised mechanical plans and new sheet M.2a for mechanical lines sizing tables Comment 4 You will need to bring these in and insert them into two sets of plans. Response: Noted 670 NORTH ORLANDO AVENUE / SUITE 1001 / MAITLAND FL 32751 / 407.645.3019 TEL / 407.645.2771 FAX / SLOCUMPLATTS.COM IN SLOCUM PLATTS ARCHITECTS Comment 5 You will need to come in and insert revised plumbing sheets into two sets of plans. Response: Noted. Should you have any questions please contact Russel Goliath at (407) 645-3019. Sincerely, William P. Platts, AIA Vice -President, AR0013350 OF_Ft0 y pHILL/p' - 151%AR0013262 RED ARG- 670 NORTH ORLANDO AVENUE / SUITE 1001 / MAITLAND FL 32751 / 407.645.3019 TEL / 407.645.2771 FAX / SLOCUMPLATTS.COM 8- SLOCUM PLATTS ARCHITECTS August 22, 2018 City of Sanford Building Division P. O. Box 1788 Sanford, Florida 32771 SUBJECT: Georgetown Apartments 18-2474 Rev 2 Bldg. Dept. Comments dated 8.22.2018 PRETREATMENT Joy Deen ioy.deen(&,sanfordfl.Vov 407.688.5064 Comment 1 Provide Threshold Inspection Plan. Include inspector license and certification. Response: Please see attached report Owner shall hire inspection company. Comment 2 Submit two sets of truss engineering and lay out sheets. Response: See attached sheets. Comment 3 Mechanical plans, no gas piping riser diagrams. Two sets with gas piping sizing tables. Response: See revised mechanical plans and new sheet M.2a for mechanical lines sizing tables Comment 4 You will need to bring these in and insert them into two sets of plans. Response: Noted 670 NORTH ORLANDO AVENUE / SUITE 1001 / MAITLAND FL 32751 / 407.645.3019 TEL / 407.645.2771 FAX / SLOCUMPLATTS.COM SLOCUM PLATTS ARCHITECTS Comment 5 You will need to come in and insert revised plumbing sheets into two sets of plans. Response: Noted. Should you have any questions please contact Russel Goliath at (407) 645-3019. Sincerely, William P. Platts, AIA Vice -President, AR0013350 OF Ft. e. NILLIPO'P O 9 T y AR0013262 c, , mac, 6 'srFRiRtC 670 NORTH ORLANDO AVENUE / SUITE 1001 / MAITLAND FL 32751 / 407.645.3019 TEL / 407.645.2771 FAX / SLOCUMPLATTS.COM Structural Threshold Inspection Plan Georgetown Square Apartments City of Sanford, Florida The Threshold Inspector shall be responsible for verifying only that the above referenced project structural work is accomplished in conformance with the Contract Documents. Duration and frequency of job visits shall be sufficient for the Inspector to state at the completion of the project that the structural work is accomplished, and its related elements have been erected in accordance with the Contract Documents. The Threshold Inspector will meet in a pre -construction conference with representatives of the Permitting Authority, Owner, Contractor, Subcontractors, and other interested parties to review specific threshold inspection requirements and procedures. Interpretations of the permitted documents shall be provided by the Architect and/or Engineer of record. Particular attention shall be paid to the following items: A. FOUNDATIONS AND SOIL PREPARATION 1 Review soil reports and boring logs 2 Inspect excavations and sub surface preparation. 3 Review compaction density tests results. B. FOOTINGS 1. Inspect rebar before pour: a. quantity b. size C. grade d. placement e. concrete cover f. verify rebar clean before pour 2. Visually inspect dowels and / or anchor bolts for columns and walls above before pour: a. quantity b. size C. length d. location e. lap length / embedment length 3, Inspect provisions for utilities, conduits, sleeves, etc. and before pour verify additional reinforcing around such items 4. Inspect expansion, control, and construction joints before pour a. approved location b. keyed and doweled as required C. waters stops if required C. MASONRY 1. Inspect during construction; a. horizontal and vertical reinforcement, placement, dovetails, inserts, embedments b. horizontal and vertical reinforcement lap lengths C. grouting of cells d. workmanship e. periodically review slump and test results of mortar, grout f. wall ties properly anchored and spaced D. CONCRETE (GENERAL) 1. Inspect rebar before pour: a. quantity b. size C. spacing, location, chair height, concrete cover d. bar supports and ties e. lap lengths f. hooked or bent bars g. embedded items (plates, bolts, inserts, etc) properly placed and located 2. Inspect dowels: a. quantity b. size C. length d. location e. lap and embedment lengths Inspect provisions for utilities, conduits, sleeves, etc. before pour, and verify additional reinforcing around items as required 4. Inspect joints before pour a. approved location b. keyed and doweled as required E. CONCRETE TESTING (ALL POURS) 1. Periodically inspect slump tests, and review testing lab cylinder break results Inspect placement procedures; verify conformance to project specifications and ACI 301 Instruct Contractor that no water is to be added after acceptable slump test unless approved by the Engineer of Record. F. PRECAST CONCRETE 1. Observation of precast erection at site including inspection of precast pieces for any potential structural damage prior to erection. 2. Field -assembled connections including bearing pad setting, bolt and embed plate installation, welding, and required testing of precast connections. 3. Precast penetrations and fenestrations in accordance with documents. 4. Fabrication and erection tolerances. 5. Serviceability requirements including camber, bowing, deflection and headroom clearance limits. 6. Acceptability of completed precast connections. G. FORMS (ALL POURS) 1. Visually inspect formwork before construction loads are applied a. size b. location C. spacing d. plumb and/or level to line and/or elevation e. suitability f. quality construction g. bracing 2. Inspect provision for special loading during construction as shown on contract documents. 3. Inspect for all debris removal before pour. H. STRUCTURAL STEEL Verify shapes, sizes and types of columns, beams, and joists, bolts, rivets and welding electrodes types 2. Inspect placement procedures; verify conformance to project documents, AISC . Verify connections per contract documents, and shop drawings a. quantity and size of bolts or rivets b. size of angles, plates, etc. C. length and size of welds I. METAL TRUSSES 1 Verification of design by Florida registered Engineer 2. Verify delivery acceptance, on -site proper handling and storage 3. Verify that components are in accordance with approved shop drawings prior to erection 4. Verify that proper bracing, bridging have been provided 5. Verification of all connections to include size, number, type, and galvanizing of all washers, plates, clips, nails, welds, screws, and bolts. J. METAL DECK 1. Verify correct decking being used a. gauge b. galvanized C. depth and corrugation d. type (i.e. narrow or wide rib, etc). deck 2. Verify proper on -site storage of roof deck material 3. Verify correct attachment of deck to supporting structure a. screw or weld size and spacing b. weld or grommet washers as required C. end lap and side lap fasteners size and spacing K. METAL FRAMING 1. Verify that components are in accordance with structural drawings prior to erection 2. Verify that proper bracing, bridging have been provided 6. Verification of all connections to include size, number, type, and galvanizing of all washers, plates, clips, nails, welds, screws, and bolts. 7. Verification of all sheathing attachments. 8. Verification of all studs, plates, post and header size and type. All header connections. All continuous load path connectors. 9. Verification of all joist and rafter size and type. All connectors and holddowns. 10. Verification of all shearwall nailing, connectors and holddowns. L. MISCELLANEOUS Inspect for possible problems after concrete pours: a. cracks b. deflection C. indications of excessive settlement d. honey combing, exposed rebar, rust spots, etc e. verify correct dimension framing members such as beam and columns sizes, slab and wall thickness, etc. 2. Verify structural steel bolt connections are properly torqued. Maintain a log with notations of discrepancies and status of repairs 4. Provide reports to the Authority Having Jurisdiction and Owner as required. RESPONSIBILITY The Threshold Inspector does not relieve the Contractor's contractual or statutory obligations. The Contractor has the sole responsibility for any deviations from the Official Contract Documents. The Threshold Inspector will not replace the quality control personnel of the Contractors The foregoing list is not intended to be all inclusive, The Threshold Inspector shall use his professional judgement and his knowledge of the job site conditions and the Contractors' performance to decide which structural elements or items may require additional attention. Respectfully submitted, Bjarne Madsen, P.E. Florida, No. 58683 EB 28029 EN et3 No. 58683 STATE OF I' I'( CWA4 ` 111111 SANFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: o Documented Construction Value: $ Job Address: 400 Locust Ave. Historic District: Yes NoR] Parcel ID: 30-19-31-511-OG00-0010 Residential Commercial0 Type of hVorlr. New Addition Alteration Repair Demo Change of Use Move Description of Work: of 90 new apartments in a single 4.-story building. 10 I% -Zi_V 1 F I n Plal1 Review Contact Person: Joseph Chambers Title: 5VP- Gardner Capital Phone: 407-341-4550 Fax: Email: jchambers@gardnercapital.com Property Owner Information Name Sanford Housing Authority Phone: 407-895-0820 Stl•eet: 1213 Historic Goldsboro Ave. City, State zip: Sanford, FL 32771 Resident of property? :. No Contractor Information Name Brian Prebenda- Balfour Beatty Construction Phone: 904-237-0948 street: 255 South Orange Ave. Suite 1100 City, State Zip: Orlando, FL 32801 Name: Slocum Platts Architects Fax: State License No.: CGC1516710 Architect/Engineer Information Street: 670 North Orlando Ave. Suite 1001 City, St, Zip: Maitland, FL 32751 Bonding Company: Address: Phone: 407-645-3019 Fax: E-mail: wplatts@slocumplatts.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE. BEFORE THE FIRST INSPECTION: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has eonmmemed prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constriction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing; signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6111 Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: Tn addition to the requirements of this pennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other goveinuiental entities such as water managernent districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. x Signature of owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contraetot/Agent Date Print Contractor/Agent's Name SignalureofNotary-StatcofFlorida Datc Puhk Sint® o! Florida Pouts J tidttte My C.o+rwrosalon GG 1268499E)OM 1111=021 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type; Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads' Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: January I, 2018 Permit Application THOMAS PRINTWORK5 DELIVERY TICKET Dispatch No: 0070730 160 Candace Drive Maitland, FL 32751 P: 407-647-3034 407-647-3312 Entered By: MAR05995 Due Date:05/25/2018 Requested By: STAR Due Time:14:00 PM, Store P.O. No: 15-055 GEORGTWN FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES 1 Stack 8.5 x 11 s >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: 2018052500702020000070730 SIGNATURE T140 AS PRINTWORKS 160 Candace Drive DELIVERY TICKET Dispatch No: 0070730 Maitland, FL 32751 P 407-647-3034 F. 407-647-3312 Entered By: MAR05995 Due Date:05/25/2018 Requested By: STAR Due Time:14:00 PM Store P.O. No: 15-055 GEORGTWN FROM ADDRESS TO ADDRESS Thomas Printworks 7000517 100 Candace Dr. Ste 160 GARDNER CAPITAL, INC. Maitland, FL 32751-3331 Attn: JOE CHAMBERS 205 E CENTRAL BLVD STE 304 ORLANDO, FL 32801-1966 BOXES # PACK # ROLLS 0 0 5 NOTES 1 Stack 8.5 x 11 s >>> Tracker #: 046600-01 15-055 Georgetown Square DATE: TIME: SIGNATURE2018052500702020000070730 SLOCUM PLATTS ARCHITECTS DESIGN STUDIO, P.A. 670 North Orlando Avenue Suite 1001 Maitland, Florida 32751 Phone: (407) 645-3019 Fax: (407) 645-2771 www.slocumplatts.com LETTER OF TRANSMITTAL TO: Kevin Fitzpatrick Gardner Capital 205 E Central Blvd Suite 304 Orlando, FL 32801 407.808.4081 WE ARE SENDING YOU VIA Regular Mail ® Courier Express Mail Picked Up For: Information Comment Approval Florida Registrations: Randall J. Slocum - AR 13350 William P. Platts - AR 13262 Corporation - AA 03669 Firm DBA - AA 03670 Date: 8.28.18 Proj. Name: Georgetown SPA No.: 15-055 RE: Rev2a uare FAX # Total pages, including transmittal: Action Noted: NE (No Exceptions taken) MC (Make Corrections noted) SS (Submit Specified item) RR (Revise and Resubmit) RE (Reject) COPIES DATE NO. DESCRIPTION ACTION 3 SS Rev2a BDC 3 SS BDC response letter 3 Threshold Inspection REMARKS: Urgent As requested FYI Please review PLEASE CALL KEVIN FITZPATRICK @ 352.636.5129 FOR ACCESS. COPY TO: SIGNED: INSPECTION SEQUENCE BP# 18-2474 ADDRESS: 400 Locust Avenue BUILDING PERMIT_ ; Min Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 20 Sheathing — Roof 30 Roof Dry In 40 Frame 50 Insulation Rough Firewall Screw Pattern 60 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECT'RIGA`L PERMIT a "` k ' Min Max Inspection Description 10 Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final PLUM'BLNGPLRMIT r Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final aMECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014 Revision City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: uilding@sanfor fl.gov Permit# i 0 7 !t Project Address: 400 Locust Ave Contact: Kevin Fitzpatrick Ph: 407.808.4081 Email: Fitzpatrick@gardnercapital.com Trades encompassed in revision: Building Plumbing Ll Electrical Mechanical Life Safety Waste Water Submittal Date August 8, 2018 Fax: General description of revision: D grease line/sampling box ROUTING INFORMATION Department Approvals Utilities LQ Er'*-W-aste Water 'r)I> O a 1 Planning Engineering Fire Prevention Building SLOCUM PLATTS ARCHITECTS, P.A. 670 North Orlando Avenue, Suite 1001 Maitland, FL 32751 Phone: (407) 645-3019 Fax: (407) 645-2771 www.slocumplatts.com TO: Kevin Fitzpatrick Gardner Capital ATTN: TEL: 352-636-5129 SLOCUM PLATTS ARCHITECTS LETTER OF TRANSMITTAL WE ARE SENDING YOU VIA Fed Ex Express Mail For: Information Comment Florida Registrations: Randall J. Slocum - AR 13350 William P. Platts - AR 13262 Corporation - AA 03669 Date: 8.15.18 Proj. Name: Georgetown Sq. Apartments SPA No.: 15-055 RE: Rev 3 BDC EPG drawings Courier FAX # X Picked Up Total pages, transmittal: Approval Action Noted: including NE (No Exceptions taken) MC (Make Corrections noted) SS (Submit Specified item) RR (Revise and Resubmit) RE (Reject) COPIES DATE NO. DESCRIPTION ACTION 2 8.15.18 Responses to Pretreatment comments-EPG only 1 8.10.18 City of Sanford Required submission form REMARKS: Urgent Hope Duncan Environmental Coordinator Utilities Dept City of Sanford 300 N. Park Ave. Sanford, FL 32771-1244 As requested FYI Please review COPY TO: SIGNED: Revision Response to Comments Permit#__ Project Address: 400 L ()Gt—a- /y C City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: uildi nagfoforcTfl.gov Submittal Date S` tF Contact: ` LVCSC:- t t Ph: AP-1 . La(+S • 3019 Fax: Email: 6WAt WUA.# JCL to . Coy,_, Trades encompassed in revision: Building Plumbing ElectricaI Mechanical General description of revision: Life Safety ,a Waste Water III D ROUTING INFORMATION Department Approvals Utilities 0--'WasteWaste Water r. Planning Engineering . Fire Prevention Building F SLOCUM PLAITS ARCHITECTS DESIGN STUDIO, P.A. 670 North Orlando Avenue Suite 1001 AUG U 7 20JD Maitland, Florida 32751 Phone: (407) 645-3019 —.- Fax: (407) 645-2771 www.slocumplatts.com TO: Kevin Fitzpatrick Gardner Capital WE ARE SENDING YOU VIA For: Information Regular Mail Express Mail Comment LETTER OF TRANSMITTAL Courier Picked Up Approval Florida Registrations: Randall J. Slocum - AR 13350 William P. Platts - AR 13262 Corporation - AA 03669 Firm DBA - AA 03670 Date: 8.1.18 Proj. Name: Georgetown Square SPA No.: 15-055 RE: Permit set FAX # . Total pages, including transmittal: Action Noted: NE (No Exceptions taken) MC (Make Corrections noted) SS (Submit Specified item) RR (Revise and Resubmit) RE (Reject) COPIES DATE NO. DESCRIPTION ACTION 2 SS re -treatment Building department comments Rev2 REMARKS: Urgent As requested FYI Please review COPY TO: SIGNED: EPG ENGINEERING 1325 S. Sumby Ave Orlando, FL 32806 Phone: 407-896-7411 Fax; 407-896-7412 July 30, 2018 City of Sanford 300 N. Park Avenue, Sanford, FL 32771-1244 SUBJECT: Georgetown Apartments 18-2474 Rev 1 Bldg. Dept. Comments dated 6.19.18 PRETREATMENT Hope Duncan hope.duncan(ia sanfordfl.gov 407.688.5000-1244 The following is a corresponding comment to our design drawings for the above referenced project. 1) On Sheet P.1 the below (a-e) are discharging to the grease line. I can't find any reference notes/schedule/legend indicating what the various RS labels are referring to. Please add notes for reference. Be advised that only sinks/dishwashers that will receive grease laden wash water must connect to the grease interceptors. Thus, if any of the below mentioned do not receive grease laden wash water then they should not connect. a. The closing meeting room has RS-4 and RS-12 discharging to grease line b. The fitness room has RS-2 going to grease line c. The great room has RS-2 going to grease line d. The activity room has RS-2 going to grease line e. The women's restroom has RS-4 and RS-14 going to grease line Response: See revised plumbing plans. Legend was added to plans. 2) Response to comment 6 stated a sampling box is on the Utility Plan but there is no sampling box on any sheets that were submitted. Revise to add sampling box. Response: Sampling box was added to the plans. 3) Response to comment 7 stated that the spec is on Civil Plans. Civil plans were reviewed on 7/9/18 and there was no sampling box. Comment was provided during that review stating Sheet C12 includes a "pump station typical site plan". If there will be a pump station onsite then the sampling box is not needed and can be removed from plans. But if there will be no EPG ENGINEERING 1325 S. Bumby Ave Orlando, FL 32806 Phone: 407-896-7411 Fax: 407-896-7412 pump station onsite then the sampling box must remain on plans and City spec must also be added." Refer to civil response 4) Response to comment 8 stated that a wye was provided but sampling box is not on plans so wye is not either. Revise to include. Response: Sampling box was added to the plans. Please contact Mohsen Faraji at (407) 896-7411 for any further questions. Regards, r Mohsen T. Faraji, PE EPG ENGINEERING 1325 S. Sumby Ave Orlando, FL 32806 Phone; 407-896-7411 Fax; 407-896-7412 July 30, 2018 City of Sanford 300 N. Park Avenue, Sanford, FL 32771-1244 SUBJECT: Georgetown Apartments 18-2474 Rev 1 Bldg. Dept. Comments dated 6.19.18 PRETREATMENT Hope Duncan hop e.du ncan(& sanfordfl.gov 407.688.5000-1244 The following is a corresponding comment to our design drawings for the above referenced proj ect. 1) On Sheet P..1 the below (a-e) are discharging to the grease line. I can't find any reference notes/schedule/legend indicating what the various RS labels are referring to. Please add notes for reference. Be advised that only sinks/dishwashers that will receive grease laden wash water must connect to the grease interceptors. Thus, if any of the below mentioned do not receive grease laden wash water then they should not connect. a. The closing meeting room has RS-4 and RS-12 discharging to grease line b. The fitness room has RS-2 going to grease line c. The great room has RS-2 going to grease line d. The activity room has RS-2 going to grease line e. The women's restroom has RS-4 and RS-14 going to grease line Response: See revised plumbing plans. Legend was added to plans. 2) Response to comment 6 stated a sampling box is on the Utility Plan but there is no sampling box on any sheets that were submitted. Revise to add sampling box. Response: Sampling box was added to the plans. 3) Response to comment 7 stated that the spec is on Civil Plans. Civil plans were reviewed on 7/9/18 and there was no sampling box. Comment was provided during that review stating Sheet C12 includes a "pump station typical site plan". If there will be a pump station onsite then the sampling box is not needed and can be removed from plans. But if there will be no EPG ENGINEERING 13255. BumbyAve Orlando, FL 32806 Phone; 407-896-7411 Fax: 407-896-7412 pump station onsite then the sampling box must remain on plans and City spec must also be added." Refer to civil response 4) Response to comment 8 stated that a wye was provided but sampling box is not on plans so wye is not either. Revise to include. Response: Sampling box was added to the plans. Please contact Mohsen Faraji at (407) 896-7411 for any further questions. Regards, Mohsen T. Faraji, PE f Applications for compliance with the Florida Building Code, Energy Conservation shall include: This Checklist LM The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. IVI The compliance report must include the full input report generated by the software as contigous part of the compliance report. Boxes appropriately checked in the Mandatory Section of the complaince report. WARNING: INPUT REPORT NOT GENERATED. To include input report in final submission, go to the. Project Form, Settings Tab and check the box - "Append Input Report to Compliance Output Report" Then rerun your calculation EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 1 of 16 It f PROJECT SUMMARY Short Dese: APARTMENTS Description: GEORGETOWN AQUARE Owner: Addressl: SANFORD City: SANFORD Address2: State: Florida Zip: 0 Type: Multi -Family Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 79150 SF Conditioned & UnConditioned Area: 79150 SF No of Stories: 1 Area entered from Plans 79150 SF Permit No: 0 Max Tonnage 23 If different, write in: EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 2 of 16 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 30,476.0 36,539.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES No Entry PASSES Not Checked No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report oho. 7$ ST TE OF o ss nn n••° EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Dade* Dec017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/ 24/2018 Page 3 of 16 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: FARSHAD ANTIKCHI Building Official: Date: Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, 1 hereby certify (") that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: MOHSEN FARAH Reg No: 43599 Lighting Designer: MOHSEN FARAH Reg No: 43599 Mechanical Designer: FARSHAD ANTIKCHI Reg No: 72998 Plumbing Designer: FARSHAD ANTIKCHI Reg No: 72998 Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 4 of 16 Project: APARTMENTS Title: GEORGETOWN AQUARE Type: Multi -Family WEA File: FL_ ORLANDO_SANFORD_AIRPORT.tm3) Building End Uses 1) Proposed 2) Baseline Total 2,059.60 2,928.50 30,476 42,987 ELECTRIC ITY(MBtulkWhl$) 2,059.60 2,928.50 603485 858021 30,476 42,987 AREA LIGHTS MISC EQUIPMT PUMPS & MISC SPACE COOL 645.60 500.70 189165 146717 9,553 7,351 435.00 435.00 127452 127452 6,436 6,385 0.50 0.10 140 16 7 1 586.60 1,198.60 171884 351179 8,680 17,594 SPACE HEAT 0.00 209.70 7 61441 0 3, 078 VENT FANS 391.90 584.40 114837 171216 5,799 8,578 Credits Applied: None PASSES Passing Criteria = 36539 Design (including any credits) = 30476 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 70.9% EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) -Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 5 of 16 Project: APARTMENTS Title: GEORGETOWN AQUARE Type: Multi -Family WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) Ext Light 2 Entry Canopies Yes 0.40 188.0 75 69 Ext Light 3 Walkway less than 10 feet wide Yes 0.80 310.0 248 1,000 Tradable Surfaces: 1069 (W) Allowance for Tradable: 1073.2 (W) PASSES All External Lighting: 1069 (W) Complicance check includes a excess/Base allowance of 750.00(W) Project: APARTMENTS Title: GEORGETOWNAQUARE Type: Multi -Family WEA File: FL ORLANDO SANFORD AIRPORT.tm3) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID (sq.ft) CP CP ante UNIT B- NO ROC 11,001 Guest Rooms (Hotel) 900 36 I8 PASSES UNIT 13- W/ROOT 11,001 Guest Rooms (Hotel) 900 14 7 PASSES UNIT A- NO ROC 11,001 Guest Rooms (Hotel) 650 96 48 PASSES UNIT A- W/ROOF 11,001 Guest Rooms (Hotel) 650 34 17 PASSES FIRST COMMON 12 Lobby (General) - Reception and 2,025 8 4 PASSES Waiting 2ND COMMON 12 Lobby (General) - Reception and 1,575 4 2 PASSES Waiting 4TH COMMON 12 Lobby (General) - Reception and 1,575 4 2 PASSES Waiting PASSES EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 6 of 16 Project: APARTMENTS Title: GEORGETOWN AQUARE Type: Multi -Family WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) System Report Compliance 2TON-B-1 SYSTEM 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 24000 14.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 800 0.60 0.82 PASSES System -Supply Constant Volume 2TON-B-2 SYSTEM 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 24000 14.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 800 0.60 0.82 PASSES System -Supply Constant Volume 1.5TON-A- SYSTEM 1 Constant Volume Air Cooled No. of Units 1 Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 18000 14.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 800 0.60 0.82 PASSES System -Supply Constant Volume 1.5TON-A- SYSTEM 1 Constant Volume Air Cooled No. of Units 2 Split System < 65000 Btu/hr I Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 18000 14.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 7 of 16 Air Handling Air Handler (Supply) - 800 0.60 0.82 PASSES System -Supply Constant Volume COMMON System 42 Constant Volume Packaged No. of Units 1 System 1. Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 276000 12.00 10.00 11.70 11.60 PASSES 240000 to 760000 Btu/h Cooling Capacity Heating System Electric Furnace 136000 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 9200 0.60 0.82 PASSES System -Supply Constant Volume COMMON System 42 Constant Volume Packaged No. of Units 2 System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 72000 12.00 11.20 12.90 12.90 PASSES 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 136000 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 9200 0.60 0.82 PASSES System -Supply Constant Volume COMMON System 42 Constant Volume Packaged No. of Units 4 System 1. Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 72000 12.00 11.20 12.90 12.90 PASSES 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 136000 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 9200 0.60 0.82 PASSES Systern -Supply Constant Volume PASSES 41 EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 8 of 16 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Project: APARTMENTS Title: GEORGETOWN AQUARE Type: Multi -Family WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) Water Heater Compliance Design Min Design Max Comp Description Type Category Eff Eff Loss Loss liance Water Heater 1 Electric water heater > 12 [kW] 95.00 0.30 PASSES Water Heater 3 Electric water heater > 12 [kW] 95.00 0.30 PASSES Water Heater 4 Electric water heater <= 12 [kW] 95.00 0.97 PASSES PASSES Project: APARTMENTS Title: GEORGETOWN AQUARE Type: Multi -Family WEA File: FL_ORLANDO SANFORD_AIRPORT.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] SF.F] Cooling Systems (Chilled Water, Brine 0.25 False 105.00 0.28 2.00 0.00 Not Checker and Refrigerant) Not Checked EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECG 2015 - Total Building Performance Compliance Option 5/24/2018 Page 9 of 16 instructions Insulation C303.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. Insulation C402.3 Envelope High-albedo roofs satisfy one of the following: 3-year-aged solar reflectance >= 0.55 and thermal emittance >= 0.75 or 3-year-aged solar reflectance index >= 64.0. Fenestration C402.4.4 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. SYSTEM —SPECIFIC C403.2.12.1 Mechanical HVAC fan systems at design conditions do not ur 11 exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM —SPECIFIC C403.2.12.2 Mechanical HVAC fan motors not oversized beyond allowable limits. SYSTEM —SPECIFIC C403.2.3(8) Table Mechanical Heat Rejection. Equipment: Minimum Efficiency Requirement meet those listed in Table C403.2.3(8) HVAC C403.2.7 Mechanical Exhaust air energy recovery on systems meeting ri Table C403.2.7(1) and C403.2.7(2). SYSTEM —SPECIFIC C403.3 Mechanical Air economizers provided where required, meet 0 ET El the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess outside air during operation. SYSTEM —SPECIFIC C403.3.2 Mechanical Economizer operation will not increase heating energy use during normal operation. SYSTEM —SPECIFIC C403.3.4, Mechanical Water economizers provided where required, C403.3.4.1, meet the requirements for design capacity, C403.3.4.2, maximum pressure drop and integrated C403.3.1 economizer control. SYSTEM —SPECIFIC C403.4.2.1 Mechanical Three -pipe hydronic systems using a common El go return for hot and chilled water are not used. SYSTEM —SPECIFIC C403.4.2.3.1 Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC C403.4.3.4 Mechanical Open -circuit cooling towers having water cooled chiller systems and multiple or vairable speed condenser pumps, are designed so that tower cells can run in parallel with larger of flow crtieria. SYSTEM —SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency requirements. Wattage C405.3 Interior Lighting Exit signs do not exceed 5 watts per face. Plan Review C103.2 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 10 of 16 Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide 0 all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering st Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufact Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shout Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shout Insulation C402.2.5 Envelope Slab edge insulation depth/length. Slab insulation extending away from building is covered by pavement or — 10 inches of soil. Insulation C402.2.6 Project Radiant heating systems panels insulated to R-3.5 on face opposite space being heated. HVAC C402.2.6 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5. Insulation C402.2.6 Envelope Radiant panels and associated components, designed for heat transfer from the panel surfaces to the occupants or indoor space are insulated with a minimum of R-3.5. Air Leakage C402.5.7 Envelope Vestibules are installed on all building entrances. Doors have self -closing devices. SYSTEM —SPECIFIC C403.2.12.3 Mechanical Fans have efficiency grade (FEG) — 67. The total efficiency of the fan at the design point of operation — 15% of maximum total efficiency of the fan. HVAC C403.2.13 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC C403.2.4.2 Mechanical Each zone equipped with setback controls using automatic time clock or programmable control system. SYSTEM —SPECIFIC C403.2.4.4 Mechanical Zone isolation devices and controls installed where applicable. SYSTEM —SPECIFIC C403.2.4.7 Mechanical Fault detection and diagnostics installed with air-cooled unitary DX units having economizers. SYSTEM —SPECIFIC C403.2.5 Mechanical Hot water boilers supplying heat via one- or two -pipe systems include outdoor setback control. HVAC C403.2.6.1 Mechanical Demand control ventilation provided for spaces 500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. SYSTEM —SPECIFIC C403.4.1.1 Mechanical Hydronic and multizone HVAC system controls areVAV fans driven by mechanical or electrical variable speed drive per Table C403.4.1.1. SYSTEM —SPECIFIC C403.4.1.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM —SPECIFIC C403.4.2 Mechanical Temperature reset by representative building 1-1 El loads in pumping systems for chiller and boiler systems >500,000 Btu/h. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 11 of 16 SYSTEM —SPECIFIC C403.4.2.3.2.1 Mechanical Closed-circuit cooling tower within heat pump loop have either automatic bypass valve or lower leakage positive closure dampers. Open -circuit tower within heat pump loop have automatic valve to bypass all heat pump water flow around the tower. Open- or ci SYSTEM —SPECIFIC C403.4.2.4 Mechanical Hydronic systems greater than 500,000 Btu/h designed for variable fluid flow. SYSTEM —SPECIFIC C403.4.2.5 Mechanical System turndown requirement met through multiple single -input boilers, one or more modulating boilers, or a combination of single -input and modulating boilers. Boiler input between 1.0 MBtu/h and 5 MBtu/h has 3:1 turndown ratio, boiler input between 5.0 SYSTEM —SPECIFIC C403.4.2.6 Mechanical Chilled water pants with multiple chillers have capability to reduce flow automatically through the chiller plant when a chiller is shut down. Boiler plants with multiple boilers have the capability to reduce flow automatically through the boiler plant SYSTEM —SPECIFIC C403.4.3, Mechanical Fan systems with motors -7.5 hp associated C403.4.3.2 with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM —SPECIFIC C403.4A.5 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM —SPECIFIC C403.4.4.6 Mechanical Multiple zone VAV systems with DDC of individual zone boxes have static pressure setpoint reset controls. SYSTEM —SPECIFIC C404.2.1 Mechanical Gas -fired water -heating equipment installed in new buildings: where a singular piece of water -heating equipment — 1,000 kBtu/h serves the entire building, thermal efficiency — 90 Et. Where multiple pieces of water -heating equipment serve the building wi SYSTEM —SPECIFIC C404.4 Mechanical All piping insulated in accordance with section details and Table C403.2.10. SYSTEM —SPECIFIC C404.5, C404.5.1, Mechanical Heated water supply piping conforms to pipe C404.5.2 length and volume requirements. Refer to section details. SYSTEM —SPECIFIC C404.6.3 Mechanical Pumps that circulate water between a heater and El storage tank have controls that limit operation from startup to — 5 minutes after end of heating cycle. SYSTEM —SPECIFIC C404.7 Mechanical Water distribution system that pumps water from a heated -water supply pipe back to the heated -water source through a cold -water supply pipe is a demand recirculation water system. Pumps within this system have controls that start the pump upon receiving Wattage C405.5.1 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review C405.6 Project Group R-2 dwelling units have separate electrical El E meters. Plan Review C406 Project Plans, specifications, and/or calculations provide El El El all information with which compliance can be determined for the additional energy efficiency package options. SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have El 0 El means to balance and have pressure test connections. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 12 of 16 Insulation C303.1 Envelope Insulation C303.1 Envelope Fenestration C303.1.3 Envelope Fenestration C303.1.3 Envelope Insulation C303.2, C402.2.4 Envelope Insulation C303.2.1 Envelope Insulation C303.2.1 Envelope Insulation C402.1.3 Envelope Insulation C402.2.2 Envelope Insulation C402.2.2 Envelope Air Leakage C402.5 Envelope Air Leakage C402.5.1 Envelope Air Leakage C402.5.1.1 Envelope Air Leakage C402.5.1.2.1 Envelope Air Leakage C402.5.1.2.2 Envelope Air Leakage C402.5.2, C402.5.4 Envelope Air Leakage C402.5.3 Envelope Air Leakage C402.5.5, Envelope C403.2.4.3 Air Leakage C402.5.5, Envelope C403.2.4.3 Air Leakage C402.5.6 Envelope Roof insulation installed per manufacturerAElms 0 instructions. Blown or poured loose -fill insulation is installed only where the roof slope is < 3 in 12. Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Fenestration products rated in accordance with NFRC. Fenestration products are certified as to performance labels or certificates provided. Floor insulation installed per manufacturer's instructions. Cavity or structural slab insulation installed in permanent contact with underside of decking or structural slabs. Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. Exterior insulation is protected from damage with 0 a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Non -swinging opaque doors have R-4.75 insulation. Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Building envelope contains a continuous air 1:1 El barrier that has been tested and deemed to limit air leakage — 0.40 cfm/ft2. The building envelope contains a continuous air barrier that is sealed in an approved manner and either constructed or tested in an approved manner. Air barrier penetrations are sealed in an approved manner. All sources of air leakage in the building thermal envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. The building envelope contains a continuous air barrier that is sealed in an approved manner and material permeability — 0.004 cfm/ft2. Air barrier penetrations are sealed in an approved manner. The building envelope contains a continuous air barrier that is sealed in an approved manner and average assembly air leakage — 0.04 cfm/ft2. Air barrier penetrations are sealed in an approved manner. Factory -built fenestration and doors are labeled 0 as meeting air leakage requirements. Where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening are located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope Stair and elevator shaft vents have motorized dampers that automatically close. Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. Weatherseals installed on all loading dock cargo 11 doors. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 13 of 16 Air Leakage C402.5.8 Envelope Recessed luminaires in thermal envelope to limit El El infiltration and be IC rated and labeled. Seal between interior finish and luminaire housing. HVAC C403.2.1 Mechanical HVAC systems and equipment design loads calculated in accordance with ANSI/ASHRAE/ACCA Standard 183 or by an approved equivalent computational procedure SYSTEM —SPECIFIC C403.2.10 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation inspection. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. SYSTEM C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. 0SPECIFIC labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by El ElSPECIFIC a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM —SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 A°F deadband. HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 A°F deadband. HVAC C403.2.4.1.3 Mechanical Temperature controls have setpoint overlap restrictions. HVAC C403.2.4.2.1, Mechanical Automatic Controls: Setback to 55°F (heat) and El 11 El C403.2.4.2.2 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM —SPECIFIC C403.2.4.2.3 Mechanical Systems include optimum start controls. El HVAC C403.2.4.5, Mechanical Snow/ice melting system sensors for future C403.2.4.6 connection to controls. Freeze protection systems have automatic controls installed. HVAC C403.2.6.2 Mechanical Enclosed parking garage ventilation has El 11 1-1 automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC C403.2.9 Mechanical HVAC ducts and plenums insulated. Where ducts 0 El El or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. SYSTEM —SPECIFIC C403.2.9.1.3 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC C403.4.1.2 Mechanical VAV fans have static pressure sensors located so controller setpoint <=1.2 w.c.. SYSTEM —SPECIFIC C403.4.2.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15°F, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to <=30'F. SYSTEM —SPECIFIC C403.4.2.3.3 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM —SPECIFIC C403.4.4.5, Mechanical Zone controls can limit simultaneous heating and El 11 C403.4.4.5.1-4 cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC C403.4.5 Mechanical Condenser heat recovery system that can heat 11 El water to 850F or provide 60% of peak heat rejection is installed for preheating of service hot water. SYSTEM —SPECIFIC C403.4.6 Mechanical Hot gas bypass limited to: 240 kBtu/h - 50% capacity, 240 kBtu/h - 25% capacity SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on non -circulating storage 0 water tanks. EnergyGauge Summit® Fla/Corn-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 14 of 16 SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge 1:1 El piping of non -circulating systems. SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge 1:1 El piping of non -circulating systems. SYSTEM —SPECIFIC C404.6.1 Mechanical Controls are installed that limit the operation of a ri recirculation pump installed to maintain temperature of a storage tank. System return pipe is a dedicated return pipe or a cold water supply pipe. SYSTEM —SPECIFIC C404.6.1, C404.6.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC C404.9.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM —SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters 1:1 El and pumps. SYSTEM —SPECIFIC C404.9.3 Mechanical Vapor retardant pool covers are provided for 1:1 El heated pools and permanently installed spas. Controls C405.2.1 Interior Lighting Lighting controls installed to uniformly reduce the 1:1 El lighting load by at least 50%. Controls C405.2.1 Interior Lighting Occupancy sensors installed in required spaces. 1:1 El Controls C405.2.1, Interior Lighting Independent lighting controls installed per 1-1 El C405.2.2.3 approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting 11 El 1-1 installed in all buildings. Controls C405.2.3 Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area lighting. Controls C405.2.3, Interior Lighting Primary sidelighted areas are equipped with C405.2.3.1, required lighting controls. C405.2.3.2 Controls C405.2.3, Interior Lighting Enclosed spaces with daylight area under C405.2.3.1, skylights and rooftop monitors are equipped with C405.2.3.3 required lighting controls. Controls C405.2.4 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage C405.2.4 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Controls C405.2.5 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls will be daylight controlled, set based on business operation time -of -day, or reduce connected lighting > 30%. Wattage C405.4.1 Interior Lighting Interior installed lamp and fixture lighting power is 1:1 El consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Mandatory Additional C406.4 Project Enhanced digital lighting controls efficiency package: Interior lighting has following enhanced lighting controls in accordance with Section C405.2.2: Luminaires capable of continuous dimming and being addressed individually, — 8 luminaires controlled in Mandatory Additional' C406.6 Project Dedicate outdoor air system efficiency package: Buildings with hydronic and/or multiple -zone HVAC systems are equipped with an independent ventilation system designed to provide >_ 100-percent outdoor air to each individual occupied space, as specified by EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 15 of 16 Mandatory Additional C406.7, C406.7.1 Project HVAC C408.2.2.1 Mechanical HVAC Testing 4. To be, Post Construction Post Construction Fenestration Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction C408.2.2.1 C408.2.3.2 Mechanical Mechanical Enhanced Service Water Heat System efficiency ® package. One of the following SWH system enhancements must satisfy 60 percent of hot water requirements, or 100 percent if the building otherwise complies with heat recovery per Section C403.4.5: Waste heat re Air outlets and zone terminal devices have means for air balancing. Air outlets and zone terminal devices have means for air balancing. HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. C303.3, C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and U U U equipment to the building owner or designated representative. C303.3, C408.2.5.3 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. C402.4.2.2 Envelope Skylights in office, storage, automotive service, El El El manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. C408.2.1 Mechanical Commissioning plan developed by registered El 1:1 El design professional or approved agency. C408.2.3.1 Mechanical HVAC equipment has been tested to ensure proper operation. C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power El 1:1 El systems within 90 days of system acceptance. C408.2.5.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems. C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of occupancy. C408.3 Interior Lighting Lighting systems have been tested to ensure proper calibration, adjustment, programming, and operation. EnergyGauge Summit@ Fla/Com-2017. TANS 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 5/24/2018 Page 16 of 16 EnergyGauge Summit® v6.00 INPUT DATA REPORT Project Name: APARTMENTS Project Title: GEORGETOWN AOUARE Address: SANFORD State: Florida Zip: 0 Owner: Proiect Information Orientation: 0 Deg Clockwise. Walls & Windows be rotated accordingly Building Type: Multi -Family Building Classification: New Finished building No.of Stories: 1 GrossArea: 79150 SF Zones No Acronym Description Type Area Multiplier Total Area sfl Isfl 1 UNIT B-NO UNITB-NO ROOF CONDITIONED 16200.0 1 16200.0 ROOF 2 UNIT UNITB-W/ROOF CONDITIONED 6300.0 1 6300.0 B-W/ROOF 3 UNIT A NO UNITA-NO ROOF CONDITIONED 31200.0 1 31200.0 ROOF 4 UNIT UNITA-W/ROOF CONDITIONED 11050.0 1 11050.0 A-W/ROOF 5/24/2018 EnergyGauge Summit® v6.00 1 Z 00'9^ ®;lwwnS atnegSliaug 8ioVj7Z/S sad plD IM] aquulwnrl saaluutwnrl Io•oN ad,f1, loaluoO Jamod ,gad s;IuM ;o °oN 6upL16i, 0°OOZSZ 0*09I£ Z 00`8 00`917 O'OOZSZ O'0ST£ Z 00,8 OO'St O'008b9 O'OO18 t, 00`8 00`9t, 0`OOb88 O'OSOTT LT 00,8 00`9Z 0-0096tZ O'OOZI£ 8t 00°8 00`SZ 0`OOtOS O'00£9 L 00,8 00`9£ O'00967,T O'OOZ91 81 00`8 00,9£ I3a] is] aalld Ili] lul awnlOAlu;o1, uaidlu;o,L l;lnW l0laH glp!m Caota;uO 3OOH ON -8 llNf1 :aaudS ul JOOH ON-8 .LINfl :auoZ uI ad,1; ON Oull!UA, puu 00'S£ uoildaaaH - (172aaua0) iggo-j NOWWOO HltOWWOJ Hlt, I NOWWOD-Hltl :auoZ ul OUPTM pae 00'S£ uoildooa-1 - (amua0) ,iggoq NOWWOO QNZOWWOJ QNZ I NOWWOD-QNZ :auoZ uI 5UPTA1 pug 00'Sfi uolldaoaH - (lrz3ua0) ,CggoZ NOWWOO lSxh"NOO Islal I T. JOWWOD-.I.SHIA :auoZ ul 00,9Z 1310)-l) swooZl isanO dOOd/M-v.LINf ld/M -V I,INa I JOOH/M_V .LINfl :auoZ ul 00,9Z lajoH) swooZl jsonE) 3OOld ON-VIINfid ON _V IlNn I SOON ON-V .LINA :auoZ ul 00'SZ jololl) swoo-d lsong JOONJM-ff.I,lNf Md/M -ff JT\M l 3O0H/M-8 JUNA :auoZ ul 00°SZ laloll) swoo-1 jsonO JoMd ON-ff1,INfld ON -ff IlKn T JOOH ON-8 .LINA :auoZ ul II3] q;da(l ad,Cj uol;dlaasao w Wo av ON sa:)edS NO 0°0ST£ I 0,09I£ GaNOI.LIQNOO NOWWOD Hlt7 WWOO-Hlt, L NO 0°OST£ I 0°OSI£ QffNOLLIQKO0 NOWWOD C1NZ WWOO-®NZ 9 NOW O'OO18 1 0`OOI8 G NOLLIQNOD NOWWOO.LS2IId WOD-:LSHTd S I LED General Lighting 13 49 637 Occupancy sensor without 2 Daylighting In Zone: UNIT B-W/ROOF In Space: UNIT B- W/ROOF 1 LED General Lighting 13 49 637 Occupancy sensor without 2 Daylighting In Zone: UNIT A -NO ROOF In Space: UNIT A- NO ROOF 1 LED General Lighting 10 49 490 Occupancy sensor without 2 Daylighting In Zone: UNIT A-W/ROOF In Space: UNIT A- W/ROOF 1 LED General Lighting 13 49 637 Occupancy sensor without 2 Daylighting In Zone: FIRST -COMMON In Space: FIRST COMMON 1 LED General Lighting 20 49 980 Occupancy sensor without 2 Daylighting In Zone: 2ND-COMMON In Space: 2ND COMMON 1 LED General Lighting 20 49 980 Occupancy sensor without 2 Daylighting In Zone: 4TH-COMMON In Space: 4TH COMMON 1 LED General Liehtine 20 49 980 Occupancy sensor without 2 I —I walls (walls will be rotated CIOCKWise by bullaing rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens, R-Value ft] [ft] plier [sf] [Btu/hr. sf. F] Capacity [ib/cf] [h.sLFBtu] Btu/sf F] In Zone: UNIT B-NO ROOF 1 WALL 8"CMU/3/4"ISO 35.00 8.00 1 280.0 East 0.1122 9.869 52.80 8.9 BTWN16"oc/5/8 Gyp-3/4" RIGID INSULATION In Zone: UNIT B-W/ROOF 5/24/2018 EnergyGauge Summit® v6.00 3 I WALLI 8"CMU/3/4"ISO 35.00 8.00 1 280.0 East 0.1122 9.869 52.80 8.9 BTWN16"roc/5/8 Gyp-3/4" RIGID INSULATION In Zone: UNIT A -NO ROOF 1 WALLI 8"CMU/3/4"ISO 25.00 8.00 1 200.0 East 0.1122 9.869 52.80 8.9 BTWN 16"oc/5/8 Gyp-3/4" RIGID INSULATION In Zone: UNIT A-W/ROOF I WALLI 8"CMU/3/4°ISO 25.00 8.00 1 200.0 East 0.1122 9.869 52.80 8.9 BTWN16"oc/5/8 Gyp-3/4" RIGID INSULATION In Zone: FIRST -COMMON 1 WALLI 8"CMU/3/4"ISO 35.00 8.00 3 280.0 East 0.1122 9.869 52.80 8.9 BTWN16"oc/5/8 Gyp-3/4" RIGID INSULATION In Zone: 2ND-COMMON 1 WALLI 8"CMIU3/4"ISO 30.00 8.00 1 240.0 West 0.1122 9.869 52.80 8.9 BTWN16"oc/5/8 Gyp-3/4" RIGID INSULATION In Zone: 4TH-COMMON 1 WALL1 8"CMU/3/4"IS0 30.00 8.00 1 240.0 West 0.1122 9.869 52.80 8.9 BTWN16"oc/5/8 Gyp-3/4" RIGID INSULATION Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F] IN IN plier (Sf] In Zone: 2ND-COMMON In Wall: WALL1 1 WIN1 West No 0.4500 0.52 0.57 6.00 5.00 2 60.0 5/24/2018 EnergyGauge Summit® v6.00 4 mi In Zone: 4TH-COMMON In Wall: WALL1 1 WIN1 West No 0.4500 0.52 0.57 6.00 5.00 2 60.0 In Zone: FIRST -COMMON In Wall: WALL1 1 WIN1 East No 0.4500 0.52 0.57 6.00 5.00 2 60.0 2 WIN2 East No 0.4500 0.52 0.57 6.00 7.00 1 42.0 In Zone: UNIT A -NO ROOF In Wall: WALLI 1 WIN1 East No 0.4500 0.52 0.57 6.00 5.00 2 60.0 In Zone: UNIT A-WIROOF In Wall: WALL1 1 WINI East No 0.4500 0.52 0.57 6.00 5.00 2 60.0 In Zone: UNIT B-NO ROOF In Wall: WALLI 1 WINI East No 0.4500 0.52 0.57 6.00 5.00 3 90.0 In Zone: UNIT B-W/ROOF In Wall: WALLI 1 WIN1 East No 0.4500 0.52 0.57 6.00 5.00 3 90.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value IN ft] plier sf] [Btu/hr. sf. F] lb/cf] Btu/sf. F] [h.sf.F/Btu] Zone: In Wall: No Description Type In Zone: UNIT B-W/ROOF 1 R00F1 Shngl/1/2"WD Deck/WD Truss/9" Batt/Gyp B rd In Zone: UNIT A-W/ROOF 21 Roofs Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier . [sf[ [deg] [Btu/hr. SL F] [Btu/sf. F1 [lb/cf[ [h.sf.F/Btu] 36.00 25.00 1 900.0 45.00 0,0320 1.50 8.22 31.2 5/24/2018 EnergyGauge Summit® v6.00 5 I ROOF1 Shngl/1/2"WD 25.00 26.00 1 650.0 45.00 0.0320 1.50 8.22 31.2 1:1 Deck/WD Truss/9" Batt/Gyp Brd In Zone: 4TH-COMMON 1 ROOF Shngl/1/2"WD 45.00 36.00 2 1620.0 45.00 0.0320 1.50 8.22 31.2 Ej Deck/WD Truss/9" Batt/Gyp Brd Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] [ft] [ft] [sf] [sf] In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value ft] IN plier sf] [Btu/hr. sf. F] [Btu/sf. F] lb/cf] h.sf.F/Btu] In Zone: UNIT B-NO ROOF l Floor 1 ft. soil, concrete 36.00 25.00 1 900.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad In Zone: UNIT B-W/ROOF 1 Floor 1 ft. soil, concrete 36.00 25.00 1 900.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad In Zone: UNIT A -NO ROOF 1 Floor 1 ft. soil, concrete 25.00 26.00 1 650.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad In Zone: UNIT A-W/ROOF 1 Floor 1 ft. soil, concrete 25.00 26.00 1 650.0 0.1745 54.00 108.00 5.73 El floor, carpet and rubber pad In Zone: FIRST -COMMON 5/24/2018 EnergyGauge SummitO v6.00 6 I Floor 1 ft. soil, concrete 45.00 45.00 4 2025.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad In Zone: 2ND-COMMON 1 FLOOR 1 ft. soil, concrete 45.00 35.00 2 1575.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad In Zone: 4TH-COMMON 1 FLOOR 1 ft. soil, concrete 45.00 35.00 2 1575.0 0.1745 54.00 108.00 5.73 floor, carpet and rubber pad Systems 2TON-B-1 SYSTEM 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System Air Handling System -Supply 24000.00 14.00 800.00 0.60 8.00 2TON-B-2 SYSTEM 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System Air Handling System -Supply 24000.00 14.00 800.00 0.60 8.00 1.5TON-A-1 SYSTEM 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System Air Handling System -Supply 18000.00 14.00 800.00 0.60 8.00 5/24/2018 EnergyGauge Summit® v6.00 7 1.5TON-A-2 SYSTEM 1 Constant Volume Air Cooled Split No. Of Units 1 System < 65000 Btu/hr Component Category Capacity Efficiency IPLV 1 Cooling System 18000.00 14.00 8.00 2 Air Handling System -Supply 800.00 0.60 COMMON-1 System 42 Constant Volume Packaged System: No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 276000.00 12.00 11.70 2 Heating System 136000.00 1.00 3 Air Handling System -Supply 9200.00 0.60 COMMON-2 System 42 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 72000.00 12.00 12.90 2 Heating System 136000,00 1.00 3 Air Handling System -Supply 9200.00 0.60 COMMON-4 System 42 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 72000.00 12.00 12.90ED 2 Heating System 136000.00 1.00 3 Air Handling System -Supply 9200.00 0.60 Plant Equipment Category Size Inst.No Eff. IPLV 5/24/2018 EnergyGauge Summit® v6.00 8 Water Heaters W-Heater Description Capacit}Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 30 [Gal] 16000 [kW] 95.0000 [Ef] Btu/h] 2 Electric water heater 38 [Gal] 16000 [kW] 95.0000 [Ef] Btu/h] 3 Electric water heater Gal] 5 [kW] 95.0000 [Ef] Btu/h] Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Control Type Wattage Luminaires Luminaire sf/ft/No] W] 1 Ext Light 2 Entry Canopies 3 23 188.00 Photo Sensor control 69.00 2 Ext Light 3 Walk way less than 10 feet 20 50 310.00 Photo Sensor control 1000.00 wide Piping Operating Insulation Nomonal pipe Insulation Is Runout? No Type Temperature Conductivity Diameter Thickness F] Btu-in/h.sf.F] in] in] 1 Cooling Systems (Chilled Water, Brine and 105M 0.28 0.25 100 No Refrigerant) Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ASHULTp1C1rW User Defined 3 0.4500 0.5200 0.5700 d-Vy-Fg frm 5/24/2018 EnergyGauge Summit® v6.00 9 Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used h.sf.F/Btu] ft] Btu/h.ft.F] lb/cf] Btu/1b.F] 187 at o BOARD,1/21N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, 1 ft No 2.0000 L0000 0.5000 100.00 0.2000 48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 105 Matl105 CONC BLK HW, 81N, No 1.1002 0.6667 0.6060 69.00 0.2000 HOLLOW 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 269 Mat1269 75" ISO BTWN16" oc No 2.2321 0.0625 0.0280 4.19 0.3000 12 Matll2 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 81 Matl8l ASPHALT -ROOFING, Yes 0.1,500 ROLL 244 Mat1244 PLYWOOD, 1/21N No 0.6318 0.0417 0.0660 34.00 0.2900 1003 ApLbMat1003 R-5 Generic Insulation No 5.0000 0.1091 0.0218 0.30 0.2000 Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] Btu/sLF] lb/cfJ h.sLF/Btu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.17 54.00 108.00 5.7 Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, 1 ft 2.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 5/24/2018 EnergyGauge Summit® v6.00 10 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.Fl Btu/sfF] lb/cf] h.sf 1l3tu] 1059 8"CMU/3/4"ISO BTWN16"oc/5/8 Gyp-3/4" No No 0.11 9.87 52.80 8.9 RIGID INSULATION Layer Material Material Thickness Framing No. IN Factor 1 105 CONC BLK HW, 81N, HOLLOW 0.6667 0.000 2 269 75" ISO BTWN16" oc 0.0625 0.000 3 187 GYP OR PLAS BOARD,1/2N 0.041.7 0.000 4 268 0.625" stucco 0.0521 0.000 5 1003 R-5 Generic Insulation 0.1091 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sfF] lb/cf] h.sLF/Btu] 1063 Shngl/1/2"WD Deck/WD Truss/9" Batt/Gyp No No 0.03 1.50 8.22 31.2 B rd Layer Material Material Thickness Framing No. ftl Factor 1 81 ASPHALT -ROOFING, ROLL 0.000 2 244 PLYWOOD, 1/21TN 0.0417 0.000 3 12 3 in. Insulation, 0.2500 0.000 4 23 6 in. Insulation 0.5000 0.000 5 187 GYP OR PLAS BOARD,1/2N 0.0417 0.000 5/24/2018 EnergyGauge Summit® v6.00 11 PERMIT 7 Structural Threshold Inspection Plan Georgetown Square Apartments City of Sanford, Florida The Threshold Inspector shall be responsible for verifying only that the above referenced project structural work is accomplished in conformance with the Contract Documents. Duration and frequency of job visits shall be sufficient for the Inspector to state at the completion of the project that the structural work is accomplished, and its related elements have been erected in accordance with the Contract Documents. The Threshold Inspector will meet in a pre -construction conference with representatives of the Permitting Authority, Owner, Contractor, Subcontractors, and other interested parties to review specific threshold inspection requirements and procedures. Interpretations of the permitted documents shall be provided by the Architect and/or Engineer ofrecord. Particular attention shall be paid to the following items: A. FOUNDATIONS AND SOIL PREPARATION 1 Review soil reports and boring logs 2 Inspect excavations and sub surface preparation. 3 Review compaction density tests results. B. FOOTINGS 1. Inspect rebar before pour: a. quantity b. size C. grade d. placement e. concrete cover f. verify rebar clean before pour 2. Visually inspect dowels and / or anchor bolts for columns and walls above before pour: a. quantity b. size C. length d. location e. lap length / embedment length 3, Inspect provisions for utilities, conduits, sleeves, etc. and before pour verify additional reinforcing around such items 4. Inspect expansion, control, and construction joints before pour: a. approved location b. keyed and doweled as required C. waters stops if required C. MASONRY 1. Inspect during construction; a. horizontal and vertical reinforcement, placement, dovetails, inserts, embedments b. horizontal and vertical reinforcement lap lengths C. grouting of cells d. workmanship e. periodically review slump and test results of mortar, grout f. wall ties properly anchored and spaced A CONCRETE (GENERAL) 1. Inspect rebar before pour: a. quantity b. size C. spacing, location, chair height, concrete cover d. bar supports and ties e. lap lengths f. hooked or bent bars g. embedded items (plates, bolts, inserts, etc) properly placed and located 2. Inspect dowels: a. quantity b. size C. length d. location e. lap and embedment lengths 3. Inspect provisions for utilities, conduits, sleeves, etc. before pour, and verify additional reinforcing around items as required 4. Inspect joints before pour a. approved location b. keyed and doweled as required E. CONCRETE TESTING (ALL POURS) l . Periodically inspect slump tests, and review testing lab cylinder break results 2. Inspect placement procedures; verify conformance to project specifications and ACI 301 3. Instruct Contractor that no water is to be added after acceptable slump test unless approved by the Engineer of Record. F. PRECAST CONCRETE 1. Observation of precast erection at site including inspection of precast pieces for any potential structural damage prior to erection. 2. Field -assembled connections including bearing pad setting, bolt and embed plate installation, welding, and required testing of precast connections. 3. Precast penetrations and fenestrations in accordance with documents. 4. Fabrication and erection tolerances. 5. Serviceability requirements including camber, bowing, deflection and headroom clearance limits. 6. Acceptability of completed precast connections. G. FORMS (ALL POURS) 1. Visually inspect formwork before construction loads are applied a. size b. location C. spacing d. plumb and/or level to line and/or elevation e. suitability f. quality construction g. bracing 2. Inspect provision for special loading during construction as shown on contract documents. 3. Inspect for all debris removal before pour. H. STRUCTURAL STEEL 1. Verify shapes, sizes and types of columns, beams, and joists, bolts, rivets and welding electrodes types 2. Inspect placement procedures; verify conformance to project documents, AISC . Verify connections per contract documents, and shop drawings a. quantity and size of bolts or rivets b. size of angles, plates, etc. C. length and size of welds e I. METAL TRUSSES 1 Verification of design by Florida registered Engineer 2. Verify delivery acceptance, on -site proper handling and storage 3. Verify that components are in accordance with approved shop drawings prior to erection 4. Verify that proper bracing, bridging have been provided 5. Verification of all connections to include size, number, type, and galvanizing of all washers, plates, clips, nails, welds, screws, and bolts. J. METAL DECK 1. Verify correct decking being used a. gauge b. galvanized C. depth and corrugation d. type (i.e. narrow or wide rib, etc). deck 2. Verify proper on -site storage of roof deck material 3. Verify correct attachment of deck to supporting structure a. screw or weld size and spacing b. weld or grommet washers as required C. end lap and side lap fasteners size and spacing K. METAL FRAMING 1. Verify that components are in accordance with structural drawings prior to erection 2. Verify that proper bracing, bridging have been provided 6. Verification of all connections to include size, number, type, and galvanizing of all washers, plates, clips, nails, welds, screws, and bolts. 7. Verification of all sheathing attachments. 8. Verification of all studs, plates, post and header size and type. All header connections. All continuous load path connectors. 9. Verification of all joist and rafter size and type. All connectors and holddowns. 10. Verification of all shearwall nailing, connectors and holddowns. a° L. MISCELLANEOUS 1. Inspect for possible problems after concrete pours: a. cracks b. deflection C. indications of excessive settlement d. honey combing, exposed rebar, rust spots, etc e. verify correct dimension framing members such as beam and columns sizes, slab and wall thickness, etc. 2. Verify structural steel bolt connections are properly torqued. Maintain a log with notations of discrepancies and status of repairs 4. Provide reports to the Authority Having Jurisdiction and Owner as required. RESPONSIBILITY The Threshold Inspector does not relieve the Contractor's contractual or statutory obligations. The Contractor has the sole responsibility for any deviations from the Official Contract Documents. The Threshold Inspector will not replace the quality control personnel of the Contractors The foregoing list is not intended to be all inclusive, The Threshold Inspector shall use his professional judgement and his knowledge of the job site conditions and the Contractors' performance to decide which structural elements or items may require additional attention. Respectfully submitted, Bjarne Madsen, P.E. Florida, No. 58683 EB 28029 A%i GENS,'s a No.58683 ' e -o STATE OF 4 r-. PERMIT 2 Y 7 y 0 17 r PRODUCT APPROVALS GEORGETOWN SQUARE APARTMENTS 5/24/2018 Florida Building Code Online Wb- 9 BCIS Home Log In ( User Registration 'i Hot Topics Submit Surcharge Stats & Facts Publications 1 FBC Staff BCIS Site Map Links Search Icr!da a Product ApprovalrUSER: Public User Product Agproval Menu > Product or ApRlication Search > ARplication List > Application Detail LOEP FL # FL15099-R9 r- Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Doers Window Manufacturing, LLC 4901 Oak Fair Blvd. Tampa, FL 33610 813)626-6000 danochstein@doerswindow.com Vivian Wright rickw@rwbldgconsultants.com Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15099 R9 COI (g) Certificate of Indeoendence.Rdf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2005 AAMA/W DMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2008 ASTM E1996 2009 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15099 R9 Eouiv of Standards https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPjMZDexJ80KTN EvZfOi4RhhptNJAchhtgw%3d%3d 1/5 5/24/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products s Go to Page Method 1 Option D 02/14/2018 02/14/2018 02/21/2018 04/10/2018 0 O Paaet/20 0 FL # Model, Number or Name Description 15099.1 a. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window utilizing a Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (b) Inst 15099.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.1 for Design Pressure Ratings, any FL15099 R9 AE (b) Eval 15O99.1.12d additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.2 b. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (b) Inst 15099.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.2 for Design Pressure Ratings, any FL15099 R9 AE (b) Eval 15099.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.3 c. TrustSeries Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window utilizing a Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (b) Inst 15099.3.Rdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.3 for Design Pressure Ratings, any FL15099 R9 AE (b) Eval 15099.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.4 :I d. TrustSeries Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (b) Inst 15099.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.4 for Design Pressure Ratings, any FL15099 R9 AE (b) Eval 15099.4.1f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.5 e. Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed "Non -Impact" Fixed Window utilizing a Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (b) Inst 15099.5.122f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.5 for Design Pressure Ratings, any FL15099 R9 AE (b) Eval 15099.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.6 f. Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed "Non -Impact" Fixed hftps://www.floiidabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPjMZDexJ80KTNEvZfOi4RhhptNJAchhtgw%3d%3d 2/5 5/24/2018 Florida Building Code Online Window (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (t) Inst 15099.6.pdIF Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.6 for Design Pressure Ratings, any FL15099 R9 AE (t) Eval 15099.6.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.7 g. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing a Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (t) Inst 15099.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.7 for Design Pressure Ratings, any FL15099 R9 AE (t) Eval 15099.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.6 h. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Impact' Fixed Window (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (t) Inst 15099.8.pjtf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.8 for Design Pressure Ratings, any FL15099 R9 AE (t) Eval 15099.8.12_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.9 i. 4600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window utilizing a Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (t) Inst 15099.9.p_d_f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.9 for Design Pressure Ratings, any FL15099 R9 AE (b) Eval 15099.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.10 j. 4600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window with Flange (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 tI (b) Inst 15099.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.10 for Design Pressure Ratings, any FL15099 R9 AE (t) Eval 15099.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.11 k. 4650 Fixed Window - Impact Extruded Vinyl Direct Glazed "Impact' Fixed Window utilizing a Rated - HVHZ Nail Fin Installation (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15099 R9 II (t) Inst 15099.11.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.11 for Design Pressure Ratings, any FU5099 R9 AE (0 Eval 15099.11.pddf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15099.12 I. 4650 Fixed Window - Impact Rated Extruded Vinyl Direct Glazed "Impact' Fixed Window with HVHZ Flange (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15099 R9 II (12) Inst 15099.12.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.12 for Design Pressure Ratings, any FL15099 R9 AE (0-Eval 15099.12.pdf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15099.13 m. 9600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window https:/twwv.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPjMZDexJ80KTNEvZfOi4RhhptNJAchhtgw%3d%3d 3/5 5/24/2018 Florida Building Code Online utilizing a Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (t) Inst 15099.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.13 for Design Pressure Ratings, any FL15099 R9 AE W Eval 15099.13.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.14 n. 9600 Fixed Window Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window with Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (L) Inst 15099.14.pf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.14 for Design Pressure Ratings, any FL15099 R9 AE (¢) Eval 15099.14.plif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.15 o. 9650 Fixed Window - Impact Extruded Vinyl Direct Glazed "Impact' Fixed Window utilizing a Rated Nail Fin Installation (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (¢) Inst 15099.15.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.15 for Design Pressure Ratings, any FL15099 R9 AE W Eval 15099.15.pd additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15099.16 p. 9650 Fixed Window - Impact Extruded Vinyl Direct Glazed "Impact' Fixed Window with Rated Flange (0 configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (t) Inst 15099.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.16 for Design Pressure Ratings, any FL15099 R9 AE (c) Eval 15099.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.17 q. 9650 Fixed Window - Impact Extruded Vinyl Direct Glazed "Impact' Fixed Window utilizing a Rated - HVHZ Nail Fin Installation (0 configuration) 1 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15099 R9 II (t) Inst 15099.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.17 for Design Pressure Ratings, any FL15099 R9 AE (0-Eval 15099.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15099.18 r. 9650 Fixed Window - Impact Extruded Vinyl Direct Glazed "Impact' Fixed Window with Rated - HVHZ Flange (O configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15099 R9 II (¢) Inst 15099.18.pd 1ApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.18 for Design Pressure Ratings, any FL15099 R9 AE (4) Eval 15099.18.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. l 15099.19 s. 4800 Twin Mulled "Common Jamb" Extruded Vinyl Direct Glazed "Non -Impact' Integral Mulled Fixed Window Common Jamb" Twin Fixed Window with Flange (0/0 Vertical or Horizontal configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15099 R9 II (b) Inst 15099.19.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15099 R9 AE (¢) Eval 15099.19.df Created by Independent Third Party: Yes particulars. https://wowv.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquS73Fr2ZyiPjMZDexJ80KTNEvZfOi4RhhptNJAchhtgw%3d°/a3d 4/5 5/24/2018 Florida Building Code Online 15099.20 t. 4800 Mulled "Common Jamb" Extruded Vinyl Direct Glazed "Non -Impact" Integral Mulled Fixed Window "Common Jamb" Triple Fixed Window utilizing a Nail Fin Installation (0/0/0 Vertical or Horizontal configurations) Limits of Use Installation instructions Approved for use in HVHZ: No FL15099 R9 II (b) Inst 15099.20.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15099.20 for Design Pressure Ratings, any FL15099 R9 AE (W Eval 15099.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Page 1 / 2 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. SQRyllght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact $50.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ECteck Credit Card Sate https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDquS73Fr2ZyiPjMZDexJ80KTNEvZfOi4RhhptNJAchhtgw%3d%3d 5/5 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Doers Window Manufacturing, LLC DuraGard Windows Fixed 4901 Oak Fair Blvd Fixed Window Tampa, FL 33610 513) 284.0129 Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Doers Window Manufacturing, LLC, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product namedherein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) excluding the "HighVelocityHurricaneZone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressingorstucco. 3. When used in areas requiring wind borne debris protection, this product is required to be protected with an impact resistant coveringthatcomplieswithFBCSections1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15099.2 require further engineering analysis by a licensed engineer orregisteredarchitect. 6. See drawing FL-15099.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. ATI A6965.03-501-44 ATI 82800.03-501-44 2. Drawing No. No. FL-15099.2 Test Standard AAMA/WDMA/CSA101 /I. S.2/A440-08 AAMANVD MA/C SA101 /I. S.2/A440-05 Testing Laboratory Architectural Testing, Inc. Architectural Testing, Inc. Siqned by Lynn George Lynn George Sign & Sealed by Lyndon F. Schmidt, P.E 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance ,``1%J11f111111i Certificate of Participation issued by National Accreditation and ` F, SCHAj/Q Management Institute, certifying that Doers Window Manufacturing, LLC is :•'•G N SE •.• manufacturing products within a quality assurance program that complies N o 43409withISO/IEC 17020 and Guide 53. 9 STATE OF 10 F SO R t 0.• , 1' %% Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 1 of 1 10/ 5/2017 Prepared by RW Building Consultants, Inc. (CA #9813) f DoersWindow MANUFACTURING 4901 Oak Fair Blvd., Tampa, FL 33610 uraGard Fixed Window MOM -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. . 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Buck & frame anchoring 4 Bill of materials, glazing details and components 84" MAX. OVERALL FRAME WIDTH 10 a wxw ILL O ii 84.0" X 48.(Y' FRAME SHOWN NOTE: HORIZONTAL ORIENTATION SHOWN (VERTICAL ORIENTATION ALSO APPROVED) OVERALL FRAME DlMEN.SfON OVERALL', DAYUGNi DIMENSION.. GLASS TYPE:,( PSF).,, QESIGN PRESSURE POS. NEG :.. 84.0" X 480' 78.93" X 42.93" G2 65.0 65.0 60.0" X 60.0" 59.93" X 59.93" G2 50.0 50.0 56.0" X 56.0" 55.93" X 55.93" GT 50.0 50.0 74.25" X 75.25" 69.18" X 70.18" G3 55.0 55.0 W X A!-, M 1Z`z LLOnIN• o M I PTS\\\\ o M m t: z° u N .. O C9 o N o ZEfm ? co4 iL v 8 t o c w V O' Lm ag 4 Y m a k I SME. N.T.S. M. ar: KV CHIC BY.. LFS DRAWM NO: FL-15099.2 SHTr _L of 4 i i a Im d5 11 1-1 IA" MIN- 1 HORIZONTAL CROSS SECTION Q 2X Buck Masonry Constns:tion 4 HORIZONTAL CROSS SECTION 1 Shown w/ Steel Stud Framing Option fERIOR 4" O O TERIOR G1 G2 G3 1-1/4"MIN. C EMB. ITYP.) HORIZONTAL CROSS SECTION 1 Shown w/1X sub —buck Direct to masonry similar) A4 EXTERIOR INTERIOR U6••• yy i Z Fl O( aiM W > Mil) Wyy r1 T• Z n U N p o$ 9 N Ew a Z a Z 0 m s 9 k, V 00 aN"* mmda(L ooZ m E p 3 VERTICAL CROSS SECTION Z 2X Buck Masonry Construction e 12122111 N.T.S. Ery: KV Ff. LFS WM N0: FL-15099.2 ET 2 aF 4 14S MAX O.C. Y) Y) 14"MAXO.C. TYP.) MAX. II 1Vy; 5 oc01 m aroPV13" ffl l•llll M m Z N a TYP. v E v a J MUCKF2XBUCK2XBUCKL 1XBUCK Z FRAME D DIRECTTOMASONRY o x MASONRY MASONRY K STEEL z OPENING ti OPENING lYP U O O o y ms wY Y rn U CYD 4• OI m m iz q 00 BUCK ANCHORING FRAME ANCHORING N N p pWWN OZ j O OO ll ti CONCRETE ANCHOR NOTES: ai 1. Concrete anchcrbcofions at the cameo may be adjusted to maintain the min. n n edgedistancetomodarjointso 2 Concrete anchor locations noted as"MAX. ON CENTER' must be adjusted to rnalntain the min. edge distance to morlar joints additional concrete anchors N N t may be requied to ensure the "MAX ON CENTER" dimension are not exceeded. 4 3. Concrete anchor table: LLEARANC. E, MIN CLEARANCE BILL OF MATERIALS BEM I DESCRIPIION MAIERW. A IX BUCK SG>=0.42 WOOD B 2X BUCK SG >= 0.42 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 10 X 2-3/4" PPH SMS (1-1X MIN. EMBEDMENT) STEEL J STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 ksi min.) STEEL K 10 PPH SELF -DRILLING SMS STEEL L 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL 1 EXTRUDED VINYL FRAME • RIGID PVC 2P5 EXTRUDED VINYL GLAZING BEAD ` RIGID PVC 3 GLASS SETTING BLOCK GLAZING SEALANT SILICONE THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". ASS THK. 1/B" ANNEALED GLASS AIR SPACE 1 /8" ANNEAL G1 GLAZING DETAIL G$ GLAZING DETAIL 0.06' T FRAME411 liK. \\ 6" ANNEALED GLASS SPACE S" ANNEALED GLASS 48" FRAME SIZE) STEEL SPACER (60" X 60" FRAME SIZE) fDt j = O o rn c 0 of M omm III ..... •'•C;` hw f m V N p 0.6T' ` N e Ern m° c cdi V, oI n 0 oaNppj c w 7 6.Oca mda s a o c co 0.06" v 8 3d Uz N2 Wc Z Na v g 0 GLAZING BEAD i 799 N oa K o0 om 7/B O.A. GLASS THK. FOAM SPACER i /4" ANNEALED GLASS AIR SPACE 1 / C ANNEALED GLASS OS GLASS BITE G3 GLAZING DETAIL N.T.S. ar: KV er: L-FS wm NO.: FL-15099.2 Ef 4 OF ¢ t 5/24/2018 Florida Building Code Online ctr 4 I IN BCIS Home Log In User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search FyOflG d Product Approval J 4j USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16128-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Assa Abloy Entrance Systems US Inc. 1900 Airport Road Monroe, NC 28110 704) 290-5543 Jeff.Wolfe@assaab]oy.com Jeff Wolf Jeff.Wolfe@assaabloy.com Jeff Wolf Assa Abloy Entrance Systems US Inc. 1900 Airport Road Monroe, NC 28110 704)290-5543 Jeff.Wolfe@assaabloy.com Exterior Doors Automatic Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert J. Amoruso, P.E. PE-49752 National Accreditation and Management Institute 12/31/2018 Steven M. Urich, PE Validation Checklist - Hardcopy Received . FL16128 R3 COI Cofl 2173 Rev2 415- 0301 AssaAbloyEntranceSy_stems ss.pdf Standard Year ASTM C864 2005 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect hftps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE\/XQwtDgvyf4ngAXhl Oydt00fBg8XZXs4jgHeU714l uJ 1 c5Dl8TAp/p3d%3d 1/3 5/24/2018 Florida Building Code Online FL16128 R3 Equiv EER 2173 Rev2 415- 0301 AssaAbloyEntranceSystems ss.pd Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No ' N/A FL16128 R3 CDC Affirmation FL16128 417-0721 ss.pdf Product Approval Method Method 1 Option D Date Submitted 10/25/2017 Date Validated 10/25/2017 Date Pending FBC Approval Date Approved 11/02/2017 Summary of Products r FL # Model, Number or Name Description 16128.1 Besam Resilience Door System Besam Resilience Full Breakout (FBO) Bi-Part Large & Small Missile Impact Door System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16128 R3 II BSM0001 RevC FBO Bi-Part FBC-HVHZ- Impact ss pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: Evaluation Reports FL16128 R3 AE PER 2173 Rev2 415- 0301 AssaAbloyEntranceSystems ss.pdf FL16128 R3 AE QUA668-1 12312015.pdf Created by Independent Third Party: Yes 16128.2 Besam Resilience Door System Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16128 R3 II BSM0002 RevF FSL FBC-HVHZ-Iml2act ss.pdf Verified By: Robert J. Amoruso, P.E. FL License No. 49752ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL16128 R3 AE PER 2173 Rev2 415- 0301 AssaAbloyEntranceSystems ss.p-jf FL16128 R3 AE QUA668-1 12312015.pdf Created by Independent Third Party: Yes 16128.3 Besam Resilience Door System Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16128 R3 II BSM0003 RevD FBO Bi-Part FBC-HVHZ- NonImpact ss.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Design Pressure: +60/-60 Created by Independent Third Party: Yes Other: Evaluation Reports FL16128 R3 AE PER 2173 Rev2 415- 0301 AssaAbloyEntranceSystems ss.2ddf FL16128 R3 AE QUA668-1 12312015.12df Created by Independent Third Party: Yes 16128.4 Besam Resilience Door System Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16128 R3 II BSM0004 RevD FSL FBC-HVHZ- Approved for use outside HVHZ: Yes N nImpac ss.pdf Impact Resistant: No Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: Evaluation Reports FL16128 R3 AE PER 2173 Rev2 415- 0301 AssaAbloyEntranceSystems ss.12d FL16128 R3 AE QUA668-1 12312015.pdf Created by Independent Third Party: Yes I I https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOydt00fBg8XZXs4jgHeU714luJlc5Dl8TA%3d%3d 2/3 5/24/2018 Florida Building Code Online 16128.5 Besam Resilience Door System Besam Resilience Transom Full Breakout (FBO) Bi-Part Non - Impact Door System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16128 R3 II BSM0005 RevC Transom FBO FB -HVHZ- N nmmpact ss.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: Robert 3. Amoruso, P.E. FL License No. 49752 Design Pressure: +40/-40 Created by Independent Third Party: Yes Other: Evaluation Reports FL16128 R3 AE PER 2173 Rev2 415- 0301 AssaAbloyEntranceSystems 5s.pdf FL16128 R3 AE QUA668-1 12312015.pjf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: e0heck Credit Card Safe https://www.floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10ydt00fBg8XZXs4jgHeU714l uJ 1 c5Dl8TA%3d%3d 3/3 besam BESAM RESILIENCE FULL BREAKOUT (FBO) m BI-PART NON -IMPACT DOOR SYSTEM N a m a ASM14B" INSTALLATION ANCHORAGE DETAILS MANUFACTURED BY: wLL GENERAL NOTES: ASSA ABLOY ENTRANCE SYSTEMS, PEDESTRIAN DOOR SYSTEM (PDS) UNDER BESAM BRANDED PRODUCTS OZ m °+ n Z<° G I. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING u W z a CODE (FBC), INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIREMENTS AND AT THE DESIGN PRESSURES STATED INSTALLATION NOTES: a O O HEREIN. 0 a1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. SEE THRESHOLD SCREW SPACING DETAIL 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT ATLNC # 0608.01-04, DATED ON SHEET 4 FOR THRESHOLD ANCHORS.. m o O m08/17/04, ATLNC #0915.01-10, DATED 09/23/10, AND ATLNC # 0427.01-09, Dated 08/13/09 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. THE PRODUCT HAS BEEN TESTED/EVALUATED FOR CONFORMANCE TO TAS 202 AS REQUIRED IN THE CURRENT 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 EDITION OF THE FLORIDA BUILDING CODE (FBC) AND IS IN COMPLIANCE WITH HIGH VELOCITY HURRICANE ZONE (HVHZ) INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC REQUIREMENTS. OR BETTER. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT. 4.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT. 5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT AS FOLLOWS. 5.1. IN NON-HVHZ, FURTHER ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER ORREGISTEREDARCHITECT. 5. 2. IN HVHZ, FURTHER ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND ONE TIME APPROVAL FROM MIAMI-DADE COUNTY IS REQUIRED. 6. IN HVHZ AND NON-HVHZ AREAS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THE PRODUCT(S) HEREIN. 7. DOOR FRAME AND PANEL MATERIAL: ALUMINUM 6063-T5. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-04el. SEE SHEET 2 FOR GLAZING DETAILS. 9. DESIGNATIONS "SX" AND "SO" STAND FOR THE FOLLOWING: 9. 1. SX: INSIDE SLIDING PANEL 9. 2. SO: OUTSIDE SLIDING PANEL 10. AM INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND LOAD DURATION FACTOR (Cd = 1.6) HAS BEEN USED FOR WOOD ANCHOR DESIGN. 11. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FBC, WOOD BUCKS (IF APPLICABLE) SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 12. IN ACCORDANCE WITH THE CURRENT EDITION OF THE FBC, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL HAVE BEEN PROTECTED. TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHOR LAYOUT AND SECTIONS 3 SECTIONS 4 VERTICAL SECTIONS, SILL ANCHORS AND BILL OF MAIL 5 SIDELITE DETAIL AND BILL OF MAIL 6 ACTIVE LEAF DETAILS AND BILL OF MATL DESIGN PRESSURE RATING (PSF) IMPACT RATING WHERE WATER WHERE WATER INFILTRATION INFILTRATION TEST IS REQUIRED TEST IS NOT NONE REQUIREDN/ A 60.0 3. SEE INSTALLATION ANCHOR SCHEDULEON THIS SHEET FOR FASTENER TYPES, SIZES, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE REQUIREMENTS IN VARIOUS SUBSTRATES. U 4. NOT USED. 5. ALTERNATE CONCRETE / MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE y USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 2 LU p 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, Oa BRICK VENEER, AND SIDING). EDGE DISTANCE IS MEASURED FROM ANCHOR CENTER TO EDGE OF SUPPORTING SUBSTRATES y IY IN ALL DIRECTIONS. W F- 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A ZO CORROSION RESISTANT COATING. Z 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE W o m DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. O " 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION Ed QINSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. N Q 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH PROPERTIES SHOWN IN THE INSTALLATION ANCHOR SCHEDULE ON THIS SHEET. 11. THE STRUCTURAL PERFORMANCE TEST REPORT INDICATES THAT HINGE FRAME SCREWS WERE NOT REPLACED WITH ADDITIONAL INSTALLATION ANCHORS SCREWS DURING PRODUCT TESTING. HINGE INSTALLATION, USING TESTED HINGE SCREWS, IS QUALIFIED BY SATISFACTORY TEST PERFORMANCE. INSTALLATION ANCHOR SCHEDULE FASTENERHEAD FASTENER SUBSTRATE MANUFACTURER AND/OR MIN. EMBEDMENT (IN) MN. EDGE ANCHOR CAPACITIES BASED ON TYPE SIZE SPECIFICATION DISTANCEIW) ITW TAPCONS(1) 1-1/2 1-1/2 MIN. 2500 PSI CONCRETE CONCRETE ELCO ULTRACONS 1-3/4 2 MIN. 2500 PSI CONCRETE FIAT HEAD 2/4" MASONRY ITW TAPCONS(1) 1 2 STRENGTH CONFORMANCE TO ASTM BLOCKICMU) ELCO ULTRACONS 1-1/4 2-3/8 C-90, MEDIUM WEIGHT ANSI 818.6.1(WOOD SCREW) (2) 1-1/2 1 FIAT HEAD No.14 WOOD 304 SERIES STAINLESS STEEL WOOD WITH A MINIMUM SPECIFIC GRAVITYOF0. 42. ASME118.6A(TAPPING SCREW) (2) 304 SERIES STAINLESS STEEL 1- 1/2 1 MIN. WALLTHICK. -04566" (16 GA) FIAT HEAD N0. 140f STEELSTUD ASMEBI8.6.4 (TAPPING SCREW) (3) 3/8 MIN. FTY•33 KSI 1/ 4" 304 SERIES STAINIBS STEEL 3THREADS BEYOND INTERIOR FACE MIN. FTU•45 ksi MI N. WALL THICK.-1/8" No. lb or STEEL OR ASME 038.6.4 (TAPPING SCREW)(3) SUPPORTING SUBSTRATE 3/ 8 MIN. FTY-16 KSI FIATHEAD1/ 4" ALUMINUM 304 SERIES STAINLESS STEEL MIN FTU-22 ksi NOTES: 1) WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. 2) FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE; IF SPLITTING IS A CONCERN, DRILLO.149" PILOT HOLE (DRILL SIZE 25). FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE; IF SPUTD NG IS A CONCERN, DRILL0.161" PI LOT HOLE (DRILL SIZE 20). 3 SEE ASME B18.6A APPENDIX FOR MINIMUM HOLE SIZE BASED ON WALL THICKNESS AND SCREW THREAD TYPE. c oo to U) za O c° m 0w ro OZ UZ Om g O Z m O ZZ c a mp B W Q a U ZQ WJLLJLL NW ypp s 3ItLU o a 4 Wy m y1P 6u Robert J. Amomso, P.E. Florida P.E. No. 49752 No 49752 42 S/B- MAX. PANEL 710M E 71 5/4• MAX OA DLO. HEKMT EXTERIOR ELEVATION EEW sx so W MAX CAHECHT E 1- MIN. cm 7 y/y wWIANCE SEE ANCHOR SCHEET U WOODBY N_ SNOT 11I AN (7T) SEE ANCHOR SpiE01Ai aw 1 a SIPATIOMD BY OTHERS DMOBYWR E E EDMENTANCHORSCHEDULE 1/4• YAX SHEET 1 v m aPERIMETERCA1AXSmwN F Z ro NO 1111yyyy y% O Z Uw W Z Q 0O0 w K Ua F iB yA• a :D o 4 7/C 0 U m 0 O O y ppg •COVEY OPTION 2 STYRCN N COVER p Oo uJ O UO, m iai O BRUSH TYPE 17P. S PLACES C) j-Z o .3 Z rp O SOw01N0IO- MAX. A FRAME 0Z y Q U nIgyOo2 7 O wA SECTIONE yT p s A.^tA2.LL1Ml1 INTERIOR tw3 a Z Z a W wmo Z ¢ Z LU p 0 Y m Zo Zg m wU0Z z sit oPTIDEML sn°EB m y w z o 1/4- TEIPERm GLASS ELEVATION & IANCHORLAYOUT i INTERIOR o ANCHOR SCHEDLAX SHEET I OPTIONAL s SEE ANCHOR SHIA SHEET I M7 AMA TRonDWANCEMAWSEEANCHORSCHEDULESHEETIIn• ' OJ_Ltualmm i SEC T CLEAR DOOR OPENNO TE EXTERIOR 1 0 B DOOR SHEEP ON BOTTOM IOR¢ONTAL Robert J. Amoruso, P.E Florida P.E. No. 49752 1' 1/2' X,4-1/2- THRESHOLD sl• J' D6TALLATIDN ANCHOR SECTION B 4GENSF 9G 1 TEXesxaLD 40752 ••O• Gr No tl/4- O.A. TEMPERED MASS 91 y/t9'!-.•' I I 59"• STATE OFS o'%•Ss ONAEXI1N1 E?p°` 1 IS GLAZING DETAIL A SEE SHEET 3 FOR ADDITIONAL DETAILS UM MIDISTANCE 7 rs--EE DISTANCE 7 5 8• DOSTINGFRAME. STEEL FRAME OR OTHER SEE ANCHOR OTHERS SEE ANCHOR S(xIl7XSU SHEETSUBSTRATESEEANCHOR v a b SCHEDULE OTHERS SHEET 1 SHEET I n ANCHOR ( T'p) EDULE INSTALLATION ANCHOR (TYP SHEATHING SCHEDULE SHEET 1 SHEATHING SEE ANCHOR SCHEDULE SH 1 u1BY OTHERSMIN. dBEDNENf °Y07i1ER5 MIN. EMBEDMENTwEtOER10R FlO71ERAS '. f.''.SEE ANCHOR EXTERIFiF85H SCHEDULER OBY sSCHEDULE O7HER5OFFNFL r; SHEET 1 U 1t SHEETI1/4" MAX 4 F _" a•fir. ..: '(. 1/ 4" MAX PERIMETER CAULK :: 1•". T.; SHIM PERIMETER CAM SHIM S uJ 3B, • 0 o z i gm 0 0 00 0 0 00Of s S POS. COVER 07730N 3 S POS. COVER OPTION 2 Z) 03 i5 SWCH LSWITCH 0 0 IN COVER I IN COVER I I WEATHERSTRIPPING F- I I IIWEATHERSTRPPING N Q ¢ m yj U BRUSH TYPE BRUSH TYPE U) O m a r p TYP. S PLACESIYP. S PLACES h N2 y Z EXTERIOR INTERIOR EXTERIOR INTERIOR ZQwz O w ZOF- gi t-Ld U 0' MAIL F- _ O W A FRAME OA FRAME Z o Z m U HEIGHT HEIGHT w O O W o i l jt O z C$ 1 1 J wyy m u5 MIN. EMBEDMENT SEE ANCHOR _ SCHEDULE SHEET 1CONCRETEOR. MASONRY SUBSTRATE BY OTHERS MIN. EDGE DISTANCE SEE ANCHORSCHEDULE SHEET 1SECTIONASECTION A a J HEADER VIEW - CONCRETE SUBSTRATE HEADER VW N LU ALLTNUNW SUBSTRATE f0 Of a 4 W INSTALLATION ANCHOR ( TYP.) INTERIOR DttAt MWFUJ l INSTALLATION ANCHOR (TYP) INTERIOR SEE ANCHOR SCHEDULE SHEET 1 SEE ANCHOR SCHEDULE SHEET 1 C J 1Sr OVERALL FRAME ISS' OVERALL FRAME Robert J.Amoruso, RE Florida P.E. No. 49752 1/4' 42 ,/ 2 POINT LOCK p''//88 2 POINT LOCK EMBEDMENT W/ A R MAX2_7/4• ggESAM OPTIOFW. (+/-.3123) SYSTEM W/ A/R MIN. SEE ANCHOIAAl7Mf 2-1/4 L CAI OP710 (+ - 1 S) LOCK BODY SHIN RVL 7YP. AIRG551870LOCKBODYSCHEDULE15YSTEMIXODEVICESH570 EET 1 EIOf DEVICEpryp7DOER PO Ni 1' t ALUMIFRAMoRTRAME, PIVOTt METAL ti' SUBSTRATE SEE ANCHOR SHEET 1 Q`-• GEN'• SCHEDULE UOMIN. EDGE DISTANCSCHEDULEE 4C•.: No 40752 SEE ANCHOR SHEET 1 59=. S7ATE OF 10 •. OTH 25) IYP. RIORTOC H Fl 11SH ENf,AOF.DI/ BY O7 1-3/4'864-1/2• 75) PERIMETER CAULK 4WBR1 SECTION D OLD DOOR OPENING BY OTHERS PLAN VMW-I!bRMMTffUMSONRY CMU) SUBSTRATE EXTERIOR BYEATHING OTHERS 14-- ¢ 3 4 4 SSA,``•...... a,V i„ 4j0NA 1ttt' EXTERIOR FINISH BY OTHERS S1zS) INTERLOCK ENMEOD Tom• L, 4- 1/2' 70 1/ 8- 75) PERIMETER CAULK n u SECTIOND CLEAR DOOR OPENING BY OTHERSpLARVMV-VMTA-E7§=OR ALUMINUM) SUBSTRATE EXTERIOR VERTICAL DOOR HORIZONTAL DOOR RAIL OPTIONS RAIL OPTIONS NOT NO, Pmr NOT PART NOT OF PARE TEST OF NOT TEST a TEST tEsr PAUOF iLSTED TEST USOI-0405 usUi-040a USOT-0407 7 1%NNUM 4'STMEDIWI r WOE IA01-0415 U501-411417 1601-0414 7' BOTTOM s' BOTTOM 4• FDO BOTTOM NOT ASPARTTEEM F As Mar PART - " J II TESTED Tar TEST l lE m IA01-0400 ml-OW2 I1S01-OM USD1-0415 L501-0412 LI5U1-0411 1/E' NARROW 4' IEDs' WOE r ESL BOTTOM 4' TOP/BOTTOM 2 1/2' TOP SINE RRE STILESTILE NARROW STILE SHOWN. MEDIUM (4*) AND WIDE ( 5-) VERTICAL RAILS AND 5", 7% AND 10- BOTTOM RAILS AVAILABLE. SEE SHEET 2 FOR ALL RAIL COMBINATIONS. J SECTION C SPP SENSOR CAP (TI'FAI 311B) ANOCOVBR BTPIA 3B) OPTION$ AT BIGHT n/ lE' 77PN' AL AC EXTERIOR HORIZONTAL PAL SHIM E TYP M N s• TW 1 IF 1 w HORQONUL ON VERTICAL RNL V a 31 32OLAMI STOPEKRL L150,-1904 CLASS CUTTER MR 1-18m e0 33 34RUBBER CUSS SETTING SLOCK CumSCREW10 . 2 SS SETA' TAPPING SCREW 35 MR& mam GASKET EEIS os4 CY LL H m 36 14 Z v^ jZ UOC'" z wo Gee INTERIOR GLASS BLOCK LAYOUT I-T) 0 E 0 wq, 0pEsw82 BLOCKS PER RAIL SPACED 6" FROM EACH al, SIDE OF EACH CORNER p m AX. FOR A TOTAL OF8BLOCKS PERDOOR. SEE ABOVE ILLUSTRATION. GLASS BLOCK ORIENTATION TYPICAL GLAZING CROSS SECTION SECTION E BBC COVEY (TTEIW 3B) OPTION AT BIGHT THRESHOLD SCREW SPACING DETAIL B COVER OPTION 2 Lr. SENSOR CAP OPTION 2 SECTION F 9PY 9ENSOB CAP (TTEM.NB) AND COVER (ITTOA 3B)OPTIONS AT RIGHT D o m C m 0 LL ogm 0 umvTESTED RAILS ARE AS FOLLOWS, La p o y a OU¢ w n Xm y TOPUS01-0411 BOTTOM US01-0412 N N a 0 I.-p VERTICALS US01-0405 do w F O z 9Z US01- 0408 Z :O z 0 p ao_w za i K af 0 1- a zozOJ LLm wm=3 e w o 0 LuC B m O Oz lT] QFn JOtl Oww s/ s• TV. N QX J 2U E„ DER u) I- mi .. wK d mui g DRILL 09/32• HOLE t a ' h C'SINK FOR 1/4• SCREW, TYP Robert J. Amoroso, P.E. Fl ' d P EN 49752 1 1 PARE MALE PPOMfBEAUPTAO. CL US04- W-OI PT.NO. bB Uo0449-O,OB U504-0e49 2 1 U504-064e-U1 uso4-004E-01DB USO4-os4a JA 1 OPTION 1 US04-0296- U504-02D6-03CL LISM-02Bs-03 3E 1 OPTION 2 TOONZB 4 4 COVER LATCH ARM u504-090I-01 Ua04-0501 3 E2 2NO BLOCK 7uHE BLOCK Ua04- 0047-01 USO4- OW-01 U504- 0547 USO4- OB42 7 2 LAIC STOP U504-Os00-ol u504-0BOo-o, E 2 EFL BRACKET USM-0519-01 US03-0S,Y B 1 TC K U304-0EOD-02 U504-OEW-02 fO 2 CARMEN U504-O2D0-D1 us(4 02B0 11 2 PIN ASSEMBLY US05-082E-01 L 523-0526-01 Iz 2 1 uso3-0o36-01 LISM-OEJe-01 13 2 a STRI SHY U503--00.Ts-02 IS03-oE3e-02 4 2 152PM1Of US03-MI-05 USD.T-0227-OS 1s 1 TMCK us21-0s20-01 us21-0E20 17 a 4-20 . 1 , 4 PPN 0 77-01 1 e s . ,2 SI1L5 50- 225 1B 4 19-1 . 2 ] 4 BOLTS USDO-OM-01 D 4 R6OE U521-0504-01 21 3 RESIOID usol-0l"l usol-051e 22 3 SGY CLE U511-0.751-01 us13- l 23 4 e . /6 XIX XO1D USOB-OSOD-01 24 2 8A11. G7CH PLATE U307-0sE4-01 USO3-0Eo4 25 1 JAMB TUBE U505-0os2-0 UEOS-Oss2w" Im2s 1 N A1MB TUBE U505-0os2-01 USoS-OOs2 27 2 BLACK STRFENER USOJ-0846-0, 25 s 4 -20 • 1 1 4 PFN 02n24 2LOSURETUBEMYSTRIM0428-04 30A 1 1-032a 300 1 CAP - OPTION 2 on a o. BEN Q; N 49752 • % ylztls` 9 ; STATE OF A LEFTHAND DELITE 4 ".82 H R CMVD OPPOSITE) NARROW STILE SHOWN. SEE SHEET 4 FOR ALL RAIL COMBINATIONS. 0 IIIr-1 ts' FF t/e' 13' VIEW. C 2 1/8' :Hl 0 O L L T DTf L''rn'7fd1 r or.:za;lral rr rns r N M NL2o LU ti > `m N z f)< 0wNO F a o U LL vmNOapu o vwZZ00m ZQ O w z zQ I R O O z aZmJ of WOO w F g O z w 2' x tla J N w ygg QQSady m $ Robert J. Amoroso, P.E. Florida P.E. No. 49752 GENT Tj No 40752 0 ' 9-. STATE OF O., F 1 NARROW STILE SHOWN. SEE SHEET 4 FOR ALL RAIL COMBINATIONS. y , Ocl,e 1 A 40 D //ill LEFTHAND # F ACTIVE LEAF 42J"W x80j"H F 4/-.3125) RIGHTHAND PREP ACTIVE LEAF w % owl OPPOSITE) B HORIZONTAL PREP FOR GUIDE AND BALLCATCH VIEW 'C" DTY PART NAME PLN0. CL PT.NO. DB vim No, 1 1 lop RNL 2-1 US01-0411-LLCL USO1-0411-I1D8 U501-0411 2 1 USDI-0 14-LICL USO1-0414-LLDS USDI-0414 3 1 V911-0406-LL.CL USOI-0408-LLO USO1-0406 4 1 USO1-0405-LLCL U501-0405-LLDS MI-0405 S 2 GIJf1ER U501-1803 L US01-1803-1.1AB IIS01-1803 e 2 CLASS GUfiER LS01-1803-LLCL 1S01-1803-LLDB US01-1BW 7 2 GLASS STOP 1501-1604-UCL U501-t604-LLDe USO1-1804 8 2 GLASS STOP US01-1504-LLCL USD1-1804-LLDO USD1-1804 9 4 HORR ML CUP 50-25-001 AM117 10 2 TENSWN ROD 50-09-100 11 4 0SUe-132 12 8 GLASS ACKBL u50B-08Bo-o1 13 2 WEATHER BRUSH 50-20-10187DB 14 1 SAL CATCH ASSY US055-0304-04 LGO 15 f RN GLADE uses-]98-0.7 U505-0788 is17 1 PSA. AM US75-0437-01 US15-M7 1e 1 RLIERL.00K KR U515-05.7E-0ICL US15-0538-018K 19 4 RNNV! MO 50-00-237 20 1 LOCK KR USN-0857-01 21 3o SO-D9-HD1CL 22 1 SWEEP 80-20-215 23 SO-O9-HD3CL 24 GLASS VINYL US20-0213-01 25 4 STEEL WASHER 50-03-D4S 25 2 GUIDE BLACK U504-ow-01 U504-0537 27 2 SHM USO4-Ce41-01 USD4-0841 2e 4 1 4 -20 " 1 SCREW 52-09-OD4 29 4 14 -20 • 31WSCREIY 40-09-200 30 2 RAIL STFFXN R USO3-0358-01 US03-035e 32 1 KRFAIACK KR USDS-1013-01 U505-1613 e R 1 2 SCREW e5-09-1104 g o o to W J a O g m o0 U z nLuLu o¢ N O 2 F U o N, U m A m Lu Z U U K Z OQ gg ZawLYO ZN SOJ a zoz woo L, WW @ o 00 w R„Q n mQ J JFOW 29 NQ m U 3Fnn ma B )8g Robert J. Amoroso, P.E Florida P.E. No. 49752 111,1111 SFMES AZA . o RQ•. pE N SF•. 9G i. C- No 49752 0 t-C STATE OF ' FS •.. . 4 igs/ONAj 'e, National Accreditation and Management Institute, Inc. confirms that: ASSA ABLOY Entrance Systems US, Inc. 1900 Airport Road Monroe, North Carolina 28110 Participates within a Quality Assurance Program that complies with ISO/IEC.17020 and Guide 53 ASSA ABLOY Entrance Systems US, Inc.'s Quality Assurance ID # B-668-1 Quality Assurance Program for Fenestration Products manufactured or assembled at referenced location. Thomas D. Wix, Quality Assurance Manager Certificate Valid From 11/15/2012 to 12/31/2015 The NAMI Program is recognized as an approved quality assurance entity within the State of Florida # QUA1789. Date: April 29, 2015 Report #: 2173 Report Revision No.: 2 Project #: 415-0301 Product Mfg.: Assa Abloy Entrance Systems US Inc. Pedestrian Door System (PDS) 1900 Airport Road Monroe, NC 28110 Product Description: Besam Resilience Full Breakout (FBO) Bi-Part Large & Small Missile Impact Door System Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System Besam Resilience Transom Full Breakout (FBO) Bi-Part Non -Impact Door System Product Category: Exterior Doors Product Sub -Cat: Automatic Exterior Door Assemblies Compliance Method: Product Approval Rule 61G20-3.005(1)(d) — Product Evaluation Report by a Licensed Professional Engineer Prepared By: Robert J. Amoruso, P.E. Florida P.E. No. 49752 PTC Product Design Group, LLC, PO Box 520775, Longwood, FL 32752-0775 Florida C of A No. 25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group, LLC and RobertJ. Amoruso, P.E. do not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and RobertJ. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC P.O. Box 520775 — Longwood, Florida 37252 Phone:321-690-1788 Fax:321-690-1789 FBPE Certification of Authorization No. 25935 INMES JAmoruso Digitally signed by Robert s % 1 DN: cn=Robert J. Amoruso, N49752 :O Tou= PTC Product Design o Group, email=robert@ptc- StE OF --4'j,. 0.. P ; 24-Q - ecorp.co41 m; c=US a 1 °•0`,`` Date: 2015 04.29 09:15:25 04' 00' Evaluated by: Robert J. Amoruso, P.E. Florida PE License No. 49752 Project No. 415-0301 Robert J. Amoruso, P.E. Product Evaluation Report FL No 49752 No. 2173, Rev. 2 Page 1 of 8 n f SCOPE Evaluate Assa Abloy Entrance Systems US Inc. Automatic Exterior Door Assemblies listed below for conformance to the Current Edition of the Florida Building Code — Building and Residential Volumes including the High Velocity Hurricane Zone (HVHZ). Besam Resilience Full Breakout (FBO) Bi-Part Large & Small Missile Impact Door System Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System Besam Resilience Transom Full Breakout (FBO) Bi-Part Non -Impact Door System The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes Current Edition of the FBC compliance verification and appropriate Limitations and Conditions of Use. Evaluate additional of a non-structural cosmetic change as outlined below. These alternate components added to the drawings (cover and sensor cap) serve no structural significance to the product's performance. DESCRIPTION OF PRODUCT- INSTALLATION REQUIREMENTS See Reference 1 for a description of the products, their installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the Current Edition of the Florida Building Code (FBC) requirements including the High Velocity Hurricane Zone (HVHZ). The Current Edition of the Florida Building Code (FBC) and Current Edition of the Florida Residential Code (FRC) requirements specific to this product that have been met by testing (Reference 2), engineering evaluation Reference 3) and depicted on the installation drawings (Reference 1) are the following. Current Edition of the Florida Building Code (FBC), Building Volume Sections o Non-HVHZ Sections Chapter 16 - Protection of Openings Chapter 17 - Exterior window and door assemblies Chapter 17 - Masonry, concrete of other structural substrate (anchorage of window and door assemblies) o HVHZ Specific Sections Chapter 16 - High Velocity Hurricane Zones - Impact Tests for Wind -Borne Debris Chapter 24 - Doors and Operative Windows in Exterior Walls Gaskets PTC Product Design Group, LLC Project No. 415-0301 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2173, Rev. 2 Page 2 of 8 FBPE Certification of Authorization No. 25935 Current Edition of the Florida Building Code (FBC), Residential volume o Non-HVHZ Sections Chapter 3 - Protection of Openings Chapter 6 — Exterior Windows and Doors Other exterior window and door assemblies Anchorage methods o HVHZ Specific Sections See Chapter 16 and 24 of FBC referred to above Current Edition of the FLORIDA BUILDING/RESIDENTIAL CODE Chapter 24 CODE COMPLIANCE Current Edition of the FBC/FRC, Gaskets used in glazing systems shall comply with the following standards as applicable: a. ASTM C 864, Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers. b. ASTM C 509, Elastomeric Cellular Preformed Gaskets and Sealing Material. c. ASTM C 1115, Dense Elastomeric Silicone Rubber Gaskets and Accessories. d. ASTM E 2203, Dense Thermoplastic Elastomers Used for Compression Seals, Gaskets, Setting Blocks, Spacers and Accessories. Reference 2.c.iv, 2.d.ii and 2.e.ii conducted testing to ASTM C864 —05 in conformance to the Current Edition of the FBC. Therefore, the glazing gasket shown in Reference 2.c, 2.d and 2.e is acceptable and in conformance to the Current Edition of the FBC. PRODUCT APPROVAL RULE 61G20-3.005(4) COMPLIANCE 61G20-3.005(4) states the following. o (4) Evaluation Report and Test Report Documentation Requirements. All reports and documentation required in subsections 61G20-3.005(1) and (2), F.A.C., shall contain the information listed below. Design drawings submitted for permitting purposes are not to be construed to be an evaluation report and do not require this information. When the Code requires a standard test as a component of a product approval using the evaluation methods, the test lab must be accredited by an approved accreditation body for the test performed. The entity issuing the evaluation report or certification is responsible to ensure that the test lab is accredited. PTC Product Design Group, LLC Project No. 415-0301 P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report Phone: 321-690-1788 Fax: 321-690-1789 No. 2173, Rev. 2 FBPE Certification of Authorization No. 25935 Robert J. Amoruso, P.E. FL No 49752 Page 3 of 8 Test lab accreditation by an approved accreditation body. o Akron Rubber Development Laboratory, Inc. is approved by A2LA (American Association for Laboratory Accreditation), Certificate Number: 0255.01 & 0255.02. See Reference 5.a. o A2LA (American Association for Laboratory Accreditation) is approved by the FBC as a Product Accreditation Body. FBC Organization Number ACC1516. See Reference 5.b. Therefore, the test laboratory, Akron Rubber Development Laboratory, Inc. is accredited by A2LA American Association for Laboratory Accreditation), an FBC approved Product Accreditation Body demonstrating compliance to Product Approval Rule 61G20-3.005(4). Component Additions — Reference 1.a Drawing Revision Reference 1.a drawings are revised to add an optional non-structural component resulting in a cosmetic change as outlined below. These alternate components added to the drawings (cover and sensor cap) serve no structural significance to the product's performance. The added item BOM ID's are listed below. BSM0001, BSM0003, BSM0004 and BSM0005 BOM No. 3A is original Cover now identified as 3A, Cover — Option 1 BOM No. 3B is new Cover now identified as 36, Cover — Option 2 BOM No. 30A is original Sensor Cap now identified as 30A, Cover —Option 1 BOM No. 30B is new Sensor Cap now identified as 30B, Cover— Option 2 BSM0002 BOM No. 3A is original Cover now identified as 3A, Cover — Option 1 BOM No. 3B is new Cover now identified as 36, Cover — Option 2 BOM No. 29A is original Sensor Cap now identified as 29A, Cover —Option 1 BOM No. 29B is new Sensor Cap now identified as 29B, Cover —Option 2 C.- Proposed Changes PTC Product Design Group, LLC Project No. 415-0301 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2173, Rev. 2 Page 4 of 8 FBPE Certification of Authorization No. 25935 Substrate Additions — Reference 1.b Drawing Revision Reference 1.b drawings are revised to add an optional steel and aluminum substrate attachment. This required revision to the Installation Anchor Schedule and addition of steel substrate section views. As part of this revision, concrete/masonry substrate section views were enhanced (they were previously approved). LIMITATIONS AND CONDITIONS OF USE This product evaluation report contains or makes reference to specifications, technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein. Specific limitations and conditions of its use including but not limited to the following are contained in Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 61G20-3. Design Pressure Rating (psf) • Installation restrictions. Installation substrate requirements. • Product description. Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity National Accreditation & Management Institute (NAMI) as required in Rule 61G20-3.005(3). See FBC Organization No. CER1773 and QUA1789 for approval under Rule 61G20-3. APPLICATIONS/INSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 61G20-3.005(1)(e) states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard, except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. As allowed in Rule 61G20-3.005(1)(e), a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS SUMMARY Reference 2 conducted testing to the following standard(s). See Reference 3.b for Equivalency Evaluation of test procedures to the Current Edition of the FBC/FRC. 1) BSM0001, Besam Resilience Full Breakout (FBO) Bi-Part Large & Small Missile Impact Door System PTC Product Design Group, LLC Project No. 415-0301 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 32.1-690-1788 Fax: 321-690-1789 No. 2173, Rev. 2 Page 5 of 8 FBPE Certification of Authorization No. 25935 a) TAS 202-94 Criteria for testing impact and non -impact resistant building envelope components using static air pressure. b) TAS 201-94 Impact test procedures. c) TAS 203-94 Criteria for testing products subject to cyclic wind pressure loading. 2) BSM0002, Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System a) TAS 202-94 Criteria for testing impact and non -impact resistant building -envelope components using static air pressure. b) TAS 201-94 Impact test procedures. c) TAS 203-94 Criteria for testing products subject to cyclic wind pressure loading. 3) BSM0003, Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System a) TAS 202-94 Criteria for testing impact and non -impact resistant building envelope components using static air pressure. b) ASTM C864-05, Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers 4) BSM0004, Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System a) TAS 202-94 Criteria for testing impact and non -impact resistant building envelope components using static air pressure. b) ASTM C864-05, Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers 5) BSM0005, Besam Resilience Transom Full Breakout (FBO) Bi-Part Non -Impact Door System a) TAS 202-94 Criteria for testing impact and non -impact resistant building envelope components using static air pressure. b) ASTM C864-05, Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers MATERIAL CERTIFICATIONS 1) Laminated Glass Interlayer: a. Dupont Sentryglas Interlayer Material Certification per current Miami -Dade Notice of Acceptance NOA). b. Solutia Saflex Interlayer Material Certification per current Miami -Dade Notice of Acceptance (NOA). 2) Glazing Gasket: a. Glazing Gasket tested to ASTM C864-05 per Current Edition of the FBC/FRC. See evaluation above. REFERENCES & SUPPORTING DOCUMENTS 1) Drawings: a) FL16128-RO Drawings i) BSM0001, Rev. A, dated 12/12/12, Besam Resilience Full Breakout (FBO) Bi-Part Large & Small Missile Impact Door System — Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. ii) BSM0002, Rev. D, dated 12/12/12, Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System — Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. PTC Product Design Group, LLC Project No. 415-0301 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2173, Rev. 2 Page 6 of 8 FBPE Certification of Authorization No. 25935 iii) BSM0003, Rev. B, dated 12/12/12, Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. iv) BSM0004, Rev. B, dated 12/12/12, Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. v) BSM0005, Rev. A, dated 12/12/12, Besam Resilience Transom Full Breakout (FBO) Bi-Part Non - Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. b) FL16128-R1 Drawings i) BSM0001, Rev. B, dated 8/19/13, Besam Resilience Full Breakout (FBO) Bi-Part Large & Small Missile Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. ii) BSM0002, Rev. E, dated 8/19/13, Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. iii) BSM0003, Rev. C, dated 8/19/13, Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. iv) BSM0004, Rev. C, dated 8/19/13, Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. v) BSM0005, Rev. B, dated 8/19/13, Besam Resilience Transom Full Breakout (FBO) Bi-Part Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. c) FL16128-R2 Drawings i) BSM0001, Rev. C, dated 4/29/15, Besam Resilience Full Breakout (FBO) Bi-Part Large & Small Missile Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. ii) BSM0002, Rev. F, dated 4/29/15, Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. iii) BSM0003, Rev. D, dated 4/29/15, Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. iv) BSM0004, Rev. D, dated 4/29/15, Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. v) BSM0005, Rev. C, dated 4/29/15, Besam Resilience Transom Full Breakout (FBO) Bi-Part Non -Impact Door System - Installation Anchorage Details, signed and sealed by Robert J. Amoruso, P.E. 2) Test Reports a) BSM0001, Besam Resilience Full Breakout (FBO.) Bi-Part Large & Small Missile Impact Door System i) Report No. ATLNC-0610.01-04, Dated 08/12/04, TAS-202, 201 & 203 testing. 1) Addendum to Report No. ATLNC-0610.01-04, Dated 03/27/08. b) BSM0002, Besam Resilience Fixed Sidelite (FSL) Large & Small Missile Impact Door System i) Report No. ATLNC-0420.01-04, Dated 08/10/04, TAS-202, 201 & 203 testing. 1) Addendum to Report No. ATLNC-0420.01-04, Dated 03/27/08. c) BSM0003, Besam Resilience Full Breakout (FBO) Bi-Part Non -Impact Door System i) Report No. ATLNC-0608.01-04, Dated 08/17/04, TAS-202 testing. 1) Addendum to Report No. ATLNC-0608.01-04, Dated 03/27/08. ii) Report No. ATLNC-0427.01-09, Dated 08/13/09, TAS-202 testing. 1) Provide testing verification for component upgrades to FBO Non -Impact. iii) Report No. ATLNC-0915.01-10, Dated 09/23/10, TAS-202 testing. 1) Addendum to ATLNC-0427.01-09 2) Provide testing verification for component upgrades to FBO Non -Impact. PTC Product Design Group, LLC Project No. 415-0301 Robert J. Amoruso, P.E. P.O. Box 520775 - Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2173, Rev. 2 Page 7 of 8 FBPE Certification of Authorization No. 25935 iv) Akron Rubber Development Laboratory, Inc. Report No. PN90225, Dated May 6, 2010. Physical test of Compound No. 270864 to ASTM C864-05. d) BSM0004, Besam Resilience Fixed Sidelite (FSL) Non -Impact Door System I) Report No. ATLNC-0408.01-04, Dated 07/28/04, TAS-202 testing. 1) Addendum to Report No. ATLNC-0408.01-04, Dated 03/27/08. ii) Akron Rubber Development Laboratory, Inc. Report No. PN90225, Dated May 6, 2010. Physical test of Compound No. 270864 to ASTM C864-05. e) BSM0005, Besam Resilience Transom Full Breakout (FBO) Bi-Part Non -Impact Door System i) Report No. ATLNC-0617.01-04, Dated 08/17/04, TAS-202 testing. 1) Addendum to Report No. ATLNC-0617.01-04, Dated 03/07/08. ii) Akron Rubber Development Laboratory, Inc. Report No. PN90225, Dated May 6, 2010. Physical test of Compound No. 270864 to ASTM C864-05. 3) Reports a) Anchor Engineering i) PTC Report No. 1049, Wood and Concrete/Masonry Installation for Assa Abloy Entrance Systems Resilience Door System, Anchorage Engineering, Dated 9/4/2008, signed and sealed by Paul Winter, P.E., Project No. 308-0607. Reviewed and found to be in compliance with the Current Edition of the Florida Building Code by Robert Amoruso, P.E. ii) PTC Report No. 2250, Rev. 0, dated 8/23/13, Steel and Aluminum Substrate Installation for Assa Abloy Entrance Systems Resilience Door System, Anchorage Engineering by Robert J. Amoruso, P.E. Reviewed and found to be in compliance with the Current Edition of the Florida Building Code by Robert Amoruso, P.E. b) PTC Report No. 2173-EER, Rev. 2, dated 4/29/15, Equivalency Evaluation to the Current Edition of the Florida Building Code for Assa Abloy Entrance Systems Resilience Door System, signed and sealed by Robert J. Amoruso, P.E. 4) Florida Building Code a) Current Edition of the Florida Building Code (FBC), Building Volume b) Current Edition of the Florida Building Code (FBC), Residential Volume 5) Akron Rubber Development Laboratory, Inc. Accreditation Documentation a) Scope of Accreditation to ISO/IEC 17025:2005 for Akron Rubber Development Laboratory, Inc., by A2LA American Association for Laboratory Accreditation), Certificate Number: 0255.01 & 0255.02, Valid To: January 31, 2016. b) A21LA (American Association for Laboratory Accreditation) is approved by the FBC as Product Accreditation Body. FBC Organization Number ACC1516. PTC Product Design Group, LLC Project No. 415-0301 Robert J. Amoruso, P.E. P.O. Box 520775 — Longwood, Florida 37252 Product Evaluation Report FL No 49752 Phone: 321-690-1788 Fax: 321-690-1789 No. 2173, Rev. 2 Page 8 of 8 FBPE Certification of Authorization No. 25935 5/24/2018 Florida Building Code Online 1. BCIS Home Log In ; User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ! BCIS Site Map Links Search Rod. a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4904-R8 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite International 1955 Powis Road West Chicago, IL 60185 800)663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval https://www.floridabuilding.org/prlpr_app_dti. aspx?param=wGEVXQMDgtelulwH Nbbl SciO%2baWgLuXUoN C F9968g 0%3d Year 1994 1994 1994 1/4 5/24/2018 Florida Building Code Online Date Approved 01/02/2018 Summary of Products FL # I Model, Number or Name Description I4904.1 I Wood -edge Steel Side -Hinged Door i 6'-8" Opaque I/S and O/S Single Door Units j Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA- FL0128-05 for details. Certification Agency Certificate FL4904 R8 C CAC NI006110.0l.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514010A.pdf Created by Independent Third Party: Yes 4904.2 I Unitsnis - edge Steel Side -Hinged Door 18'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA- FL0129-05 for details. 4904.3 ( Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FL0128-05. Certification Agency Certificate FL4904 R8 C CAC NI006110.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514009A.pdf Created by Independent Third Party: Yes 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R8 C CAC NI006110.0l.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0128.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A.pdf Created by Independent Third Party: Yes f 4904.4 f Wood -edge Steel Side -Hinged Door ( 8'-0" Opaque I/S Door w/ or w/o Sidelites I J Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FL0129-05. Certification Agency Certificate FL4904 R8 C CAC NI006110.02.gdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.12df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.pdf Created by Independent Third Party: Yes 4904.5 f Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites j Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Certification Agency Certificate FL4904 R8 C CAC NI006110.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions https://www.floddabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbiSei0%2baWgLuXUoNCF9968g0%3d 2/4 5/24/2018 Florida Building Code Online Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA- FLO129-05. 4904.6 I Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. 4904.7 I Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. FL4904 R8 II FL0129.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.pdf Created by Independent Third Party: Yes 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R8 C CAC NI006110.03.12df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FLO130.1df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514008A.gdf Created by Independent Third Party: Yes 8'-0" Glazed I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R8 C CAC NI006110.04.g_df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0131.12_df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.pdf Created by Independent Third Party: Yes 8'-0" Glazed O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R8 C CAC NI006110.04,12d Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 fI FL0131,Qddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A.12_df Created by Independent Third Party: Yes Back Eig Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florlda is an AA/EEO employer. Qpyljght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Check M Credit Card Safe hfps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtelulwHNbbISciO%2baWgLuXUoNCF9968g0%3d 3/4 5/24/2018 Florida Building Code Online https://www.floddabuilding.org/prlpr_app_ U.aspx?param=wGEVXQwtDgtelulwHNbbiSciO%2baWgLuXUoNCF9968g0%3d 4/4 i SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 8'-0" DOUBLE DOOR WITH / WITHOUT SIDELITES 12MERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELLTES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL, TFCT IIFCr`PIPTtnm nPRIPMATIn. PFC111 T SELF IGNITION TEMP 740 7 > 650 'F RATE OF BURNING ASTM D635 1 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4X TENSILE STRENGTH- ASTM D638 7.50% DIFF UMYAKAIIVt ItNblLt 5IKtM[h AFTER WLAIMLKING 4500 HOURS XENON ARC METHOD 1 Addu" to MW Cml&, mND_M6111) Re"yed W. t1w2 TABLE OF CONTENTS SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 JANCHORING LOCATIONS & DETAILS 149' MAY. OVERALL FRAME VMTH 21' MAX 36.375' MAX. D.L.O. PANEL WIDTH 37.5' MAX. y gRA FRAME WIDTH a 0 e u 5 1 SINGLE DOOR UNIT W/SIDELLTES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANC IS REQUIRED TO BE 15Z OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING I INSWING I OUTSWING X 37.5 70.0 -70.0 70.0 -70.0 19.0 -19.0 70.0 XX 74 50.0 50.-45.0 19..0 -10 4.0 0 OX or XO 75 50.0 5.0 -45.0 190 45.0 0 I+45.0 OXO 112-5J145. 50. 50.0 -45.0 19.0 -19.0 45.0 -45.0 OXXO 149 50.0 50.0 7 -45.0 19.D 1-19.0 45.0 v 0 z LO O J V) c OO aU w Lc) Z 0U w je 9-1 SCALE N.T.S Dwo. Bn SWS CHK. BY: KURT BALTHAZOR DRAWING NO.: FLORIDA P.E. DWG-MA-FL0129- 156533 sheer 1 of 3 DE 6' 4_rSEE DETAIL 6' 3" _" E" 3" L I3ct" -_.I _ I^ c I 31 I II I 6' 6' 1 6, 3'"/-- I II I I GO W a Wo B B a B IL A 3AA - 6" 3' — o I 11 6' II T 6' 11 I R y W a 3. A 3 3. 3' 3. T 3 3'" in SEE DETAIL 6' F' Ad dunroNAA4 00 10 x 2" #8 x 2-112" 8 x 2-112" #10 x 5/8" e 10 x 1-3/4" 8 x 2-112" #10 x 2" #10 x 314" 10 x 518" DETAIL "E" ASTRAGA FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME DETAIL " C" AS SHOWN. nFTAII " n" TYPCCAI 1. 375 T INSWING THRESHOLD r, SEE DEG D' 0. 9621 T OUTSWING THRESHOLD SEE DETAIL C" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL " F" ASTRAGAL IG 11/8' 7DdP. GLASS) DOW 995 W/ OPTIONAL DECORATNE INSERT ALUM, STEEL OR BUTYL SPACER 1/ 2' WE f. r+ 8 % 1-1/2' PHS y' Asy`c•+ DOW N yam+ EXIEBIOR Jtl1E@loe TYPICAL GLAZING DETAIL oa Lo cc 00 Q 0 Z C C Lo ZLoO /^ DWI h 6N E R o sous: N.T.S. DWG. Bf: SWS law. Em. OF P SEE DETAIL 1u a SEE DETA C" SHT. AITACHMENI DETAIL T- SHT. 2 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) n M 3" I I` c 6" 3 11 r DETAIL SHT. 2 IL_ 6" H 3" c c '1 I 31 1 III 6" 6' —1 3' II I JJ Q a w 8 J3 Of- 0m 13] 10 FASTENER RATING FROM THE DIFFERENT FASTENERS 125" •• BEING CONSIDERED FOR USE. JAMB, HEAD, AND MIN 0.25" THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE SHM 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR CL — LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1 1 WOOD SCREW EDGE DISTANCE MIN 3/4". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE TYPICAL MASONRY FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO ANCHOR INSTALLATION BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTERNERS LOCATED 3" FROM EACH END AND MAX 7" O.C. OR #10 X 2" FLAT HEAD WOOD 1.50' s SCREWS LOCATED 6" FROM EACH END AND MAX 12" O.C. MIN T 0.25' 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2• MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cL — t.H MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ANCHOR INSTALLATION Y Y Y 3 3" " 3' s• — 1-6 HARDWARE SCHEDULE 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES AdderNm ro NAYI Certi ftaOplNu.: R9riared8y. DO_,t. scAuE: N.T.S. DWG BY: SINS CHK. 8Y: DRAWING NO.: DWG-ALA-FLO129-05 SHEET 3 OF 3 NOTICE OF PRODUCT CERTIFICATION Q^`j'oy Company: Masonite International Corporation Certification No.: NI006110.02 qy 1955 Powis Road Certification Date: 07/23/2005 ti x West Chicago, IL 60185 Expiration Date: 12/31/2020 Revision Date: 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites c11F,gn?; r af (w/Wood Frame unless noted) F7Fp Pot Specification: TAS 201/202/203 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswing Opaque Size Pressure Pressure Rated Comments X US Opaque 3'0" x 890" 70/-70 2.86 psf Yes NCTL-210-3121-1/CTLA919W Single Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 X O/S Opaque 3'0" x 810" 70/-70 10.5 psf Yes NCTL-210-3121-1/CTLA919W Single Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 XX US Opaque 6'0" x 8'0" 45/-50 2.86 psf Yes NCTL-210-3123-1 Double Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 XX O/S Opaque 6'0" x 890" 50/45 6.75 psf Yes NCTL-210-3123-1 Double Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 XO/OX US Opaque Door 6'0" x 8'0" 45/-50 2.86 psf Door -Yes NCTL-210-3123-1 Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 XO/OX O/S Opaque Door 6'0" x 8'0" 50/45 6.75 psf Door -Yes NCTL-210-3123-1 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 OXO US Opaque Door 910" x 8'0" 45/-50 2.86 psf Door -Yes NCTL-210-3123-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 OXO O/S Opaque Door 910" x 8'0" 50/-45 6.75 psf Door -Yes NCTL-210-3123-1 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 OXXO US Opaque Doors 12'4" x 8'0" 45/-50 2.86 psf Doors -Yes NCTL-210-3123-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 OXXO O/S Opaque Doors 12'4" x 8'0" 50/-45 6.75 psf Doors -Yes NCTL-210-3123-1 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'.0" x 8'0"/Sidelite: 3'0" x 8'0" Anchor Detail-MA-FL0129-05 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NANH AUTHORIZED SIGNATURE: L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514009A 434-6e8-0609 Date: 10/10/2017 rllomasCo.lrlomaspe.com Test Report: N/A Product: Single door 3'x8' (Wood Frame) Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply With requirements of the Florida Building Code. Anchor capacity in shear condition: Solid members w/ d w/out gap: a. With threads present in shear plane Fastener type: #10 wood screw NDS 2012, NDS 2015, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: F y = 80,000 psi Side member: Douglas Fir -Larch (G=0.50) Main member: Spruce-Pine*Fr (G=0.42) Side member thickness: t,= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: Fs, = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1. = 1.140 in Mode I. Mode I, Mode II Mode III. Mode III, Mode IV qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135 P = 725.61 Ibs P = 884 Ibs 8: 1.07 B: 0.57 B: 0.5 8: 0.000 Ko = 2.400 Ko = 2.400 C:-427.674 C:-253.623 C:-267.699 C: -93.6 Z„= 302 Ibs Zs= 368 Ibs P = 331 Ibs Ms = 46.8 in-Ibs Mm = 46.8 in-Ibs Ko = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs Min. Design value: Z= 110 Ibs Z= 138 Ibs Ko = 2.400 Ko = 2.400 Ko = 2.400 Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs Allowable Design Value (ZCo): Z.= 175 Ibs/anchor Fastener type: 1/4 ITW Topcon Tabulated values N.O.A.16-1222.06 Substrate: Hollow block Minimum embedment: 1.25 in Actual edge distance: 2.50 in edge distance spacing (in) 2.00 4.00 2.00 130 161 4.00 163 202 Actual C To C spacing: 3.00 in Allowable Design Value: Z..= 155 Ibs/anchor (per interpolation when needed) Fastener type: #10 Tek screw Substrate: 18 GA, Steel Tabulated design value: Z= 1266 Ibs Safety factor: Fs= 4 Allowable Design Value (ZFs): Z'= 316 Ibs/anchor Minimum anchor capacity: 155 Ibs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors 36.38 Design pressure: 70.0 psf Q, Y 95.25 Zone Area 2ft) load Ibs) Ind. in) Max. O.G. in) Anchor ResultCap. Ibs) 4ty load Ibs) Al 2.3 161 N/A N/A 155 2 80 OKAA, 9.7 681 6.00 18.00 155 6 114 OK 1 of 3 3 R • L 0 J IV, R251 • it = o . TAT OF 0 RIP. sZONAL E G\ irnii Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 514009A 434-688-0609 Date: 10/10/2017 rllomas aaldomasoe.com Anchor Locations: 2of3 95.25 36.38 18.19 6.00 TYP. 1 6.00 18" MAX O.C. i 6.00 r P 4 d r ti r r R • L b o . TAT;OF 0 RIaP • '' sS/ANAL1/01f i11100 Luis R. Lomas P.E. FL No.: 62514 10/10/2017 i L. Roberto Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 514009A 434-688-0609 Date: 10/10/2017 rllomas(a)lrlomaspe.com Installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI 052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. Luis R. Lomas P.E. FL No.: 62514 3 of 3 10/10/2017 5/24/2018 Florida Building Code Online b C c I BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats & Facts - Publications FBC Staff BCIS Site Map Links Search d b'. 4 Irbbl) Product ApprovalrUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail r-- Ir t°wTs" FL # FL19007-R2 F"dz:.t ? car Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Doers Window Manufacturing, LLC 4901 Oak Fair Blvd. Tampa, FL 33610 813)626-6000 danochstein@doerswindow.com Vivian Wright rickw@rwbldgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report i Florida License PE-43409 f Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. r Validation Checklist - Hardcopy Received Certificate of Independence FL19007 R2 COI (c)_Cerdficate of independence.12df- Referenced Standard and Year (of Standard) Standard i Year 101/I.S.2 1997 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIXBPNiS.T7AD6CviCFNgbM2kMlDTXlAObHA%3d%3d 1/5 5/24/2018 Florida Building Code Online Florida Licensed Professional Engineer or Architect FL19007 R2 Eauiv (a) Equivalency of Standards.pd Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ram, Go to Page do Method 1 Option D 12/13/2017 12/18/2017 12/22/2017 02/13/2018 0 0 Pagel/20 0 FL # Model, Number or Name Description 19007.1 a. Diamond Series 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.1.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.1 for Design Pressure Ratings, any FL19007 R2 AE (a)_Cval 19007.1.Pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.2 b. Diamond Series 68 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.2 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.3 c. Diamond Series 6'8 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.3 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 99007.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.4 d. Diamond Series 6'8 "Non -Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.4.12_df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.4 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.4.f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 19007.5 e. Diamond Series 6'8 "Non -Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.5 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.5.pLf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIXBPNiST7AD6CviCFNgbM2kMlDTXIAObHA%3d°/a3d 2/5 5/24/2018 Florida Building Code Online 19007.6 f. Diamond Series 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.6 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. t 19007.7 g. Diamond Series 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.7 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.8 h. Diamond Series 8'0 "Non -Impact" Flush Glazed Fiberglass Single Door with Sidelites - Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.8.pd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.8 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.9 i. Diamond Series 8'0 "Non -Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007, R2 II (a) Inst 19007.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.9 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.10 j. Diamond Series 8'0 "Non -Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.10 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.11 k. Diamond Series 6'8 "Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL19007 R2 II (a) Inst 19007.11.12df Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.11 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.1 Lpdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.12 I. Diamond Series 6'8 "Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.12.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.12 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.12.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIXBPNiST7AD6CviCFNgbM2kMlDTXlAObHA%3d%3d 5/24/2018 Florida Building Code Online 19007.1.3 m. Diamond Series 6'8 "Impact" Flush Glazed Fiberglass Single Door with Sidelites Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.13.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.13 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.14 n. Diamond Series 68 "Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.14.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.14 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.15 0. Diamond Series 6'8 "Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.1-Lpdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.15 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.16 p. Diamond Series 8'0 "Impact" Flush Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.16.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.16 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.17 q. Diamond Series 8'0 "Impact" Flush Glazed Fiberglass Single Door with Sidelite - Inswing/Outswing (OX or XO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.17.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.17 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.17.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.18 r. Diamond Series 8'0 "Impact" Flush Glazed Fiberglass Single Door with Sidelites Inswing/Outswing (OXO - Configuration) Limits of Use Installation Instructions . Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.18.Qdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.18 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.18.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 19007.19 s. Diamond Series 8'0 "Impact" Flush Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.19.1df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.19 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.19.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtNeJIYVXGPIXBPNiST7AD6CviCFNgbM2kMlDTX1A0bHA%3d%3d 4/5 5/24/2018 Florida Building Code Online 19007.20 t. Diamond SeriesI ST "Impact" Flush Glazed Fiberglass Double Door with Sidelites - Inswing/Outswing (OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL19007 R2 II (a) Inst 19007.20.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 19007.20 for Design Pressure Ratings, any FL19007 R2 AE (a) Eval 19007.20.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Back Next 0 0 Page 1/ 2 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Qpy. ight 2007-2013 State of Florida.:: riva atement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ' eChecS ' Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtNeJIYVXGPIXBPNiST7AD6CviCFNgbM2kMIDTX1A0bHA%3d%3d R , W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Doers Window Manufacturing, LLC Diamond Series Exterior Doors Exterior Door 4901 Oak Fair Blvd. Flush Glazed Fiberglass Door w/ Sidelite Assemblies Tampa, p , FL 33610 InswinglOutswing 813) 626-6000 1 "Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Doers Window Manufacturing, LLC, based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressingorstucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant coveringthatcomplieswithSection1609.1.2 and R301.2.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-19007.7 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-19007.7 for size and design pressure limitations. Supporting Documents: l 1. Test Report No. Test Standard Testing Laboratory Signed byCTLA932WTAS202-94 Certified Testing Lab. Ramesh Patel, RE TEL 01030175 AAMANVDMA/CSA101/I.S.2/A440-05 Testing Evaluation Lab.,lnc Lyndon F. Schmidt, P.E. CTLA 900 W3-14 101/LS.2-97 Certified Testing Lab. Ramesh Patel, RE 2. Drawing No. Prepared by No. FL-19007.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Buck Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Doers Window Manufacturing, LLC is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Signed & Sealed b Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E Lyndon F. Schmidt, P.E HiW/1ftb Nc ;'3409 o r e A- STATE r F a—'4r, \ Vriw / < a Lyndon F. Schmidt, P.E. FL PE No. 43409 10/2/2017 5 DoersW' indo MANUFACTURING 4901 Oak Fair Blvd., Tampa, FL 33610 DIAMOND DOOR SERIES FLUSH GLAZED FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT" GENERAL NOTES l . This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION I Typical elevation, design pressures, & general notes 2 Door panel details 3 Sidelile panel details 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring - I X buck masonry construction 9 Bill of materials, glazing detail & components FRAME WIDTH 37.5' MAX. L FRAME WIDTH C5z 3 o C) 5= m w Y O 0 0 O o a •oP A. C); V T Q — J r 0.z' am 7 dZ 0` o m U M IT UN X U0Z Q NE NO a 1525' MAX. o `u a 9 `o a FRAME WIDTH \ w v a a` " ° t m maa a 0 o z OVERALL DOOR SIDELITE GLASS DESIGN PRESSURE (PSI) SWING FRAME D.L.O. D.L.O. TYPE DIMENSION DIMENSION DIMENSION POSITIVE NEGATIVE INSWING 52.75" x 98A" 21.0" x 79.0" 7.0" x 79.0" 42.0 48.0 GI OUTSWING 52.75" x 96.5" 21.0" x 79.0" 7.0" x 79.0" 42.0 42.0 oZW 0 V, W LU J ¢ 5 wm2 ¢Z) U7tn S a SCALE: N.T.S. DWO. BY: JK aa. BY. LFS DRAWMD NO.: FL-19007.7 SHEET I OF 9 35.75' MAX. DOOR PANEL WIDTH 21.0" MAX. n 1 n unnTN DOOR PANEL INTERIOR EXTERIOR T HORIZONTAL CROSS SECTION 2 1.591, I IJ Lid 45 BOTTOM RAILCeOUlarPVC LATCH d HINGE 44 Stile support 0.69" r"- rn ` LATCH it HING LE Cellular PVC I--0.13' 47 STILE REINFORCEMENT INTERIOR EXTERIOR 21 VERTICAL CROSS SECTION 2 n 1 W ' m a i N 0A zZ I 09122115 N.T.S. BY: JK ° c sr: LFS 3 FL-19007.7 n cr 2 of 9 13.75" MAX. SIDELITE PANEL WIDTH 7.0" MAX. D D.L.O. WIDTH m Ed m z m d O J O z P 50 SIDELRE PANEL INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 3 i.•11S Q.. J.Z M 7 z G! LQM N J 0 mCO ryrr 42 1110 o M' z UN •• N v o U o Z0 VZ tp 5m[WO0. rl 41 Naon ry Na 0 S °1a maa v , 39 0 0 0 J W INTERIOREXTERIORU O N IMIE0 m42 TOP RAIL 51 1DEL TE STILE Gl Cellular PVC Cellular PVC'IF m 1 0.81, T- 53 SIDELREBOTTOL 52 SIDELRESTILE Ce, rPVC Support 53 2 VERTICAL CROSS SECTION 3 we 09122 15 2 cSME: N.T.S. Owc. BY. JK m cHK. BY: LFS 3 a onaxIHc NO.: m FL- 19007.7 0 SHEET _ L OF 9 N 1 EXTERI INTERV 1-1/4" MIN. EMB. (TYP.) 4 3qw*,7P7 a NTERIOR 4 HORIZONTAL CROSS SECTION 4 Inswing configuration NOTE: 1. Sldelite panel secured to the sidelite 0.15' frame with (6) of Item #22 located C'SINK 5", 22.05', 39.10", 56.15", i - - TYP,) from top of each jamb c 022 in the head and sill HORIZONTAL CROSS SECTION utswing shown - Inswing lso approved INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outswing configuration INTERIOR EXTERIOR 1-1 IA" MIN 5 HORIZONTAL CROSS SECTION 4 Shown w/1Xsub-buck In 0- z= W N; z fi.C70 j•Co U N •• O D m0 Z N a Lo 9mcW a c° a dadn m 0 v Z m m C 8SLj W Jz 0 r= Ko w o 1n w cnyo O S m U Q m z o 1- 1/ 4"MIN. EMB. (TYP.) o N a & aa SEE v NOTE 122CU50 35 m INTERIOR v o N WZ O 0a EXTERIOR o b N E 1 QQ rw- i f m O Z cO.1SIC'SINK DATE: 09122 15 i y Lscue N. T.S. TYP.) v B 0M. BY. JK s CHK By: LFS 3 3 HORIZONTAL CROSS SECTION NO,° 4 Outswing shown - inswing FL_"- also approved SHEET } of 9 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 5 Outswing shown - inswing also approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION Outswing configuration EXTERIOR INTERIOR E F 5 VERTICAL CROSS SECTION Oufswing configuration Where water infultrafion requirements are specified) z m tRl tKIUK iry i [r<wR 2 VERTICAL CROSS SECTION Shown W I X sub -buck EXTERIOR 4 VERTICAL CROSS SECTION 5 Inswing configuration N0 z' rrlilt\\ Z y U a •: p 7 oP zo Z* U V pNp N y "a 5 O t amaa li z m aE o iScW rmn S '1a y 2O o O U Ln WtiC. y O 0SOUgUm a F o o a a INTERIOR E 09/22/15 LLE N.T.S. BY.. JK c BY.. LFS MM No.: FL- 19007.7 IT 5 or 9 3 n v v + SEE NOTE 1 EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 6 O Phg shod Inswingprove EXTERIOR SFF /- INTERIOR 36VERTICAL CROSS SECTION Outswing configuration 5 u a NOTE: 1. Sidelite panel secured to the sidelite frame with (6) of item #22 located 5", 22.05", 39.10, 56.15", 73.2", & 90.25' from top of each jamb and (2) of Item 22 in the head and sill 3" from each end EXTERIOR IN I LKIUK 2 VERTICAL CROSS SECTION 6 Shown w/lXsub-buck INTERIOR EXTERIOR 4 VERTICAL CROSS SECTION 6 Inswing configuration z 4: o; W y 0 zq n UN •• 9 U a Z d Zm .0 Emo Np V N ma a m dRli m 0o E j m 8 ez c ( J, IJN 0 O W O OLn ct: hy LO O N O N Ow U N m o a U o w a ur: ` N.T.S. 3. BY.. JK C. ar: LFS NO.: FL- 19007.7 ET 6 or 9 III p III III TYP. HEAD MASONRY & JAMBS OPENING I I I III III III MULLION 11SHOWN 2X BUCK —,.,REFERENCE I I I ONLY III n ? III III III III III BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor "MAX. locations noted as ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR llljjN MfN CLEARliNCE MW:CLEARgNCE.: SIZE: EM6EbMENf fiOMASONRy EDF>E:;:-: TO ADJACENT ypE:;,` ANCHOR 34 ITVY a r a" TAPCON ELCO 1/a" 1.1/a' 1" 4" ULTRACON W V VU JL.KC W IIVJ IALLAIIVIY 1\V ICJ: 1. Maintain a minimum 5/li edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. a 4 SII in TYP. HEAD & N MASONRY JAMBS OPENING TYP. 5 tor-z d TYP. i3 FRAME inU 2X BUCK O 3TYP. @ SILL TYP. @ SILL dU HINGE JAMB FRAME ANCHORING Masonry 2X buck construction HINGE DETAIL INSWING INSWING O' • N m 4. i S: z° N' 0 oaY• • rjj` dJ z n Ioomm Ua •• v o Em a xz°4 m o 9 cw u 0 p 00. E B 0 m E oZ u I N2 z U251 Fn o o Nho In UZo QU W WJ- Oo c m Cr gED 0 O UV a mm a STRIKE JAMB LATCH d DEADBOLT DETAIL J J ^ --- -- J J i LE: N.T.S. BY: JK BY: LFS 3 NWG NO.: ° FL-19007.7 Er 7 Gr 9 INSWING OUTSWING INSWING OUTSWING HINGE DETAIL LATCH & DEADBOLT DETAIL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odjusted to maintain the min. edge distance to martorjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR: MIN: MIN: CLEARANCE MIN CLEARANCE; TYPE ... SIZE JiMBEDMENT 1.1/4" TO MASONRY EDGE : i Y TO ADJACENT ANCHOR.' f' 4" ITW o.. 1/4" TAPCON ITW • 3/ld' 1.1/4, 3' 1.1/2' PCTAPCON I 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. L d EO MASONRY, OPENING FRAM 1X BUC 4.S a.' o TYP. HEAD & JAMBS TYP. 5 J in U fOT C F TYP. @ SILL a\ HINGE JAMB FRAME ANCHORING Masonry 1 X buck construction Q' • % n 4.5' S t• J_z n I 'N: o1z ``m ri z o m o 11 Illl\\ \ 8 N .. zrd a a xz N p LO j cW 5 bra E a4 0mE z w 1 c W Y m0 xg O XU o d w N J aRz O 8 0 = o ZUZ a Wo U W QO 0 a a F U i m TYP. @ SILL G. STRIKE JAMB N.T.S. x BY: JK C. sr: LFS 3 MNG NO_ FL-19007.7 u C IT _L OF 9 " BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1 /4" X 2-3/4"PFH ITW CONCRETE SCREW STEEL H 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K 9 X 2-1/T PFH WOOD SCREW STEEL L 10 X 2-1IT PFH WOOD SCREW f 1-3/8" MIN. EMBEDMENT STEEL M 9 X 2-1/4" PFH WOOD SCREW STEEL 5 10 X T PFH SCREW STEEL 6 SEALANT SILICONE 7 Q-LON 650 WEATHERSTRIP SCHLEGEL FOAM 9 V X 4" BUTT HINGE STEEL 10 9 X 3-1 /T PFH WOOD SCREW STEEL 11 9 X 3/4" PFH WOOD SCREW STEEL 12 9 X T PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES 780 STEEL 20 FINGER JOINTED PINE FRAME, HEAD & HINGE JAMBS WOOD 22 8 X T PFH WOOD SCREW STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 SIDELITE SPACER PVC 30 WEATHER -STOP 3647 HOLM INDUSTRIES VINYL 31 OUTSWING BUMP THRESHOLD ALUM. / PVC 32 OUTSWING HIGH DAM BUMP THRESHOLD ALUM. / WOOD 33 INSWING ADJUSTABLE THRESHOLD ALUM. / WOOD 35 SHOE MOULD 5/8" X 3/g' WOOD 38 GLAZING SPACER ALUM. 39 GLAZING BEAD PVC 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.095' THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH & HINGE STILE CELLULAR PVC 44 LATCH & HINGE STILE SUPPORT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND DOW 995 SILICONE SIDELITE PANEL - SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS SIDELITE STILE CELLULAR PVCP52SIDELITESTILESUPPORTWOOD SIDELITE BOTTOM RAIL CELLULAR PVC 1/2" GLASS 5/8" NOM. BITE 39 GLASS THK. attux a' o ' 0 n 1 /8" TEMPERED N• * b Z Z z F'oa GLASS i V; p . ` ci m Al a 0 coAl >> AIR SPACE I! i` o F) co z° 711^ m"y Vrvc 38 1 /8" TEMPERED o t E W g m o GLASS 8 ug 9 0 `oaaNvmaaD49 a d m E cZ a 'c hl Gl GLAZING DETAIL v 8 3'd 0 zN Cl C. a o S m c i m U o r m Fes— 2.44" 2.13" a m 20 HEAD A SIDEJamb 2.38,E 5.63' I o P Z0W 29 SIDELRESPACER o k S 33 ADJUSTABLEINSVYINGIHRESHOLD w 4.56" H o p 4.56' 2" 0z wre,09 22 15 SCALE N.T.S. M. BY: X cw. er: LFS OU WING BUMP THRESHOLD OUTSINING HIGH DAM BUMP THRESHOLD ORAWING NO.: 31 Endura (FOB4566AA) 32 DLP (QOSR) FL-19007.7 s-er 9 OF 9 I L_ _. __ _. J ____J 5/24/2018 Florida Building Code Online 1 i BCIs Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff i BCIS Site Map Unks i Search Florida y :+ ! Product Approval r y USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5678-R4 J Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA, Inc. Gary Pfuehler Validation Checklist - Hardcopy Received Standard ANSI/DASMA 108 ASTM E330 Year 2002 2002 Florida Licensed Professional Engineer or Architect FL5678 R4 Equiv 20170809 - FBC - DASMA 108 eauivv pdf I— Product Approval Method Method 1 Option A Date Submitted 08/09/2017 Date Validated 08/14/2017 Date Pending FBC Approval https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg341 La5Jl4zvf3c79ZsaxwmE%3d 1 /6 5/24/2018 Florida Building Code Online Date Approved 08/17/2017 Summary of Products Go to Page FL # I Model, Number or Name I Description 5676.1 I01 W4-09 C-DSIE-1F173: 3201, 3203, 250, 25OG Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 5678.2 02 W4-16 C-DSIE-11`173: 3201, 3203, 250, 250G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 0 0 Pagel / 2 0 0 Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODEO W4 Sectional Door, up to 9'0" wide Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of LUqection.gdr FL5678 R4 C CAC W4 C Listing Intertek.Rdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 101758-RevO9 pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE@ W4 Sectional Door, 9'2" to 16'0" wide Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of jUpe tion.gddf FL5678 R4 C CAC W4 C Listing Intertek.r?df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 fI 101760-Rev07.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.3 103 W4-09 C-PAN-2F141: 692, 652V I Steel Pan (min. 24 ga.) WINDCODE® W4 Sectional Door, up to 9'0" wide Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R4 C CAC Letter with Droof of contract and proof of inspection.pdf FL5678 R4 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 101762-RevO9 pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.4 04 W4-16 C-PAN-21`141: 692, 652V Steel Pan (min. 24 ga.) WINDCODE® W4 Sectional Door, 9'2" to 16'0" wide Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +24 PSF/-24.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 5678.5 05 W4-12 C-DSIE-1F447: 3200, 3220, 240, 240G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-28 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of inspection.pddf FL5678 R4 C CAC W4 C Listing Intertek.pjf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 101781-Rev08.pslf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE@ W4 Sectional Door, up to 10'2" wide Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of insi2ection.pdf FL5678 R4 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 101687-RevQ9 g_df https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg34l La5Jl4zvf3c79ZsaxwmE%3d 216 5/24/2018 Florida Building Code Online regions. The product without glazing DOES comply with the Verified By: Intertek Testing Services NA, Inc. impact resistant requirement for windborne debris regions (ref Created by Independent Third Party: 1609.1.4 FBC), Evaluation Reports Created by Independent Third Party: 5678.6 06 W4-20 C-DSIE-11`447: 3200, 3220, 240, 240G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-28 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 5678.7 07 W4-24 C-DSIE-11`447:3200, 3220, 240, 240G Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 5678.8 08 W4-10 C-DSIU-1D477: 3717, C7X17, 3718, C7X18, 3720, C7X20, 240U, 3722, COX22 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 5678.9 09 W4-12 C-PAN-lE458: 525, 525V, 5255, 524, 524V, 5245, 520, 5205, 225, 225S, 224, 224S, CSEST, CSST, CSESV, CSSV, CSESS, CSSS, C4ST C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W4 Sectional Door, 10'4" to 20'2" wide Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and 12roof of spec ion.1tf FL5678 R4 C CAC W4 C Listing Intertek.p_df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 101682-Rev08.Rdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODEO W4 Sectional Door, 20'4" to 24'2" wide Certification Agency Certificate FL5678 R4 C CAC Letter with oroof.of contract and proof of inspecion.gdf FL5678 R4 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 103334-Rev03.gdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE@ W4 Sectional Door, up to 10'2" wide Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of pection.Qd FL5678 R4 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 104040-Rev02.122f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Ribbed Steel (min. 25 ga.) WINDCODE@ W4 Sectional Door, up to 12'2" wide Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and Droof of spec ion pdf FL5678 R4 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 101856-Revll.pd Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.10 110 W4-16 C-PAN-1E448: 524, 524V, I Ribbed Steel (min. 24 ga.) WINDCODE@ W4 Sectional Door, III 524S, 520, 5205, 224, 224S, C4ST 12'4" to 16'2" wide C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and ropofof i i o n Pdf FL5678 R4 C CAC W4 C Listing Intertek.122f Quality Assurance Contract Expiration Date hfps://www.floridabuilding.org/pr/pr app dti.aspx?param=wGE\/XQwtDgsTDgv2o9Yg34l La5Jl4zvf3c79ZsaxwmE%3d 3/6 5/24/2018 Florida Building Code Online Other: The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the FL5678 R4 II 101886-Revl2.pd Verified By: Intertek Testing Services NA, Inc. impact resistant requirement for windborne debris regions (ref Created by Independent Third Party: 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 5678.11 it W4-20 C-PAN-IE448: 524, 524V, Ribbed Steel (min. 24 ga.) WINDCODE@ W4 Sectional Door, 5245, 520, 520S, 224, 224S, C4ST 16'4" to 20'2" wide C4SV, C4SS, COST, COSS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5678 R4 C CAC Letter with proof of contract and proof of jUpection.12df Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets FL5678 R4 C CAC W4 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL5678 R4 II 102126-RevO9.pd regions. The product without glazing DOES comply with the Verified By: Intertek Testing Services NA, Inc. impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.12 12 W4-24 C-PAN-IE448: 524, 524V, Ribbed Steel (min. 24 ga.) WINDCODE® W4 Sectional Door, 524S, 520, 520S, 224, 224S, C4ST 20'4" to 24'2" wide C4SV, C45S, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of Lnsl2ection.gdf FL5678 R4 C CAC W4 C Listing Intertek.122f Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the FL5678 R4 II 103333-RevO3.pdf Verified By: Intertek Testing Services NA, Inc. impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I 5678.13 13 W4-24 C-AL-11`499: 902, 903, C2AL, C3AL Service Station WINDCODE® W4 Sectional Door, up to 24'2" wide Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and l2roof of jUl2ection.pd FL5678 R4 C CAC W4 C Listing Intertek.1df Quality Assurance Contract Expiration Date 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). FL5678 R4 II 103332-RevO3.Qddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.14 14 W5-16 C-DSIE-11`447: 3200, 3220, 240, 240G Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W5 Sectional Door, up to 16'2" wide Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of inspec i n.pdf FL5678 R4 C CAC W5 C Listing Intertek.g_df Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). FL5678 R4 II 200040-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.15 15 W5-22 C-DSIE-1F447: 3200, 3220, 240, 24OG Double -skin Insulated (exterior skin 24 ga. min.; interior skin 27 ga. min.) WINDCODE® W5 Sectional Door, 16'4" to 22'2" wide Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-30 PSF Other: The OPTIONAL glazing available for this product meets Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of inspec ion.1df FL5678 R4 C CAC W5 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 https://www.floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsTDgv2o9Yg34l La5Jl4zvf3c79ZsaxwmE%a3d 4/6 Florida Building Code Online the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Installation Instructions FL5678 R4 II 10 0-Rev03.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.16 16 W5-14 C-DSIU-1D477: 3717, M17, 3718, MIS, 3720, M20, 240U, 3722, COX22 Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 ga. min.) WINDCODE@ W5 Sectional Door, up to 14'2" wide Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-34 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of insp ction.df FL5678 R4 C CAC W5 C Listing Intertek.Rdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 104044-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.17 17 W5-08 C-PAN-lE448: 524, 524V, 524S, 520, 5205, 224, 2245, C4ST, Ribbed Steel (min. 24 ga.) WINDCODE® WS Sectional Door, up to 8'2" wide C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF/-30 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of in p ction.pdf FL5678 R4 C CAC W5 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL5678 R4 II 101874-Revl2.1df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.18 18 W5-10 C-PAN-lE448: 524, 524V, Ribbed Steel (min. 24 ga.) WINDCODE@ W5 Sectional Door, 524S, 520, 5205, 224, 224S, C4ST 8'4" to 10'2" wide C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, N/A Design Pressure: +30 PSF/-30 PSF Other: The OPTIONAL glazing available for this product meets Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of juaa tion.p_f FL5678 R4 C CAC W5 C Listing Intertek.gdf Quality Assurance Contract Expiration Date 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). FL5678 R4 II 101875-Revl l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 5678.19 19 W5-12 C-PAN-lE448: 524, 524V, Ribbed Steel (min. 24 ga.) WINDCODE@ W5 Sectional Door, 524S, 520, 5205, 224, 224S, C4ST 10'4" to 12'2" wide C4SV, C4SS, COST, COSS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL5678 R4 C CAC Letter with proof of contract and proof of insi2ection.pdf Impact Resistant: N/A Design Pressure: +30 PSF/-30 PSF Other, The OPTIONAL glazing available for this product meets FL5678 R4 C CAC W5 C Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). FL5678 R4 fI 101869-Revl l.pddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: i 5678.20 I20W5-16 C-PAN-lE448: 524, 524V, Ribbed Steel (min. 24 ga.) WINDCODE@ W5 Sectional Door, 524S, 520, 5205, 224, 224S, C4ST 12'4" to 16'2" wide C4SV, C4SS, COST, COSS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5678 R4 C CAC Letter with proof of contract and proof of jUpection.pd Impact Resistant: N/A Design Pressure: +32 PSF/-32 PSF FL5678 R4 C CAC W5 C Listing Intertek.pddf Quality Assurance Contract Expiration Date https://www.floridabuilding.org/prlpr_app_dt.aspx?param=wGEVXQwtDgsTDgv2o9Yg341 La5Ji4zvf3c79ZsaxwmE%3d 5/6 512412018 Florida Building Code Online Other: The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL5678 R4 II 101885-Revl4.pdf regions. The product without glazing DOES comply with the Verified By: Intertek Testing Services NA, Inc. impact resistant requirement for windborne debris regions (ref Created by Independent Third Party: 1609.1.4 FBC). Evaluation Reports v Created by Independent Third Party: Go to Page _.......i Page 1 / 2 Back tJexa Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. L2pyright 2007-2013 State of Florida.:: rivacy_Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: WM ® eChech M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsTDgv2o9Yg341La5Jl4zvf3c79ZsaxwmE%3d 6/6 8431 Murphy Drive Middleton, WI 53562 Telephone: 608-836-4400 Facsimile: 866-262-2753 www.intertek-etlsemko.com 9 March 2012 Scott Hamilton, P.E. Senior Project Engineer Clopay Building Products Co., Inc. 513.770.6013 (voice) 513.770.4853 (fax) shamilton@clopay.com RE: FL15279 Dear Mr. Hamilton, This letter is in response to your request for verification of a QA contract between Clopay Building Products Co., Inc. and Intertek for sectional exterior door assemblies covered under the FBC QA program and that the product meets the 2010 building code. This product is currently under surveillance services with Intertek for the Florida Building Code. Please note the Certification Agreement between Intertek and Clopay Building Products, which may also be referenced as a QA contract, bears no expiration date and as such does not expire except upon its termination and is valid indefinitely. Also enclosed is the current inspection report. Should you need anything further please do not hesitate to contact me. Sincerely, Timm J. Schaeffer Engineer / Inspection Manager a(S15'D t„.,;R,J I, 8 y irtertek Interrek Intertek intertek. Intertek l,tertek Intertek 8431 Murphy Drive Middleton, WI 53562 Telephone: +1 608 836 4400 Facsimile: +1 608 831 9279 www.intertek.com MANUFACTURER'S CERTIFICATION AGREEMENT THIS AGREEMENT made the 12th day of February, 2010, by and between INTERTEK TESTING SERVICES NA INC. having offices at 8431 Murphy Drive, Middleton, WI USA ([[Intertek'[) and Clopay Building Products Company, Inc. having offices at Manufacturer Company Name) 1400 W. Market Street, Troy, OH 45373 USA ("Client"). Manufacturer Company Address including Country) RECITALS Intertek provides a service for evaluating whether products provided by the Manufacturer comply with designated standards or specified requirements. Subject to the terms of this Certification Agreement, Products found to be in compliance by Intertek may be eligible for inclusion on a list maintained by Intertek for Products to display a Certification Mark owned by Intertek, Another party (the "Client') desires to submit or has submitted to Intertek certain devices, equipment, materials, or systems manufactured by the Manufacturer for the Client for evaluation in order that the product may be considered for Listing and Labeling by Intertek. If the submitted product is found to be eligible for Listing, Labeling, and Follow-up Service, this Certification Agreement shall be executed, by Intertek and the Manufacturer setting forth the terms and conditions to which the parties hereto must adhere. NOW THEREFORE, for and in consideration of the mutual covenants herein expressed and other lawful and valuable consideration, the parties hereto agree as follows: 1. DEFINITIONS 1.1 Authorization to Mark. The term Authorization to Mark ("ATM") shall mean a written document from Intertek that authorizes the Client and/or Clients Manufacturer to apply an Intertek certification mark to a specific product. 1.2 Certification Mark. The term Certification Mark ("Mark[) shall refer to any common law or registered trademark owned by Intertek, or its affiliates, used in the certification of Product. 1.3 Follow-up Service. The term Follow-up Service shall refer to the process of monitoring the Manufacturer's compliance with the Intertek Requirements. 1.4 Intertek Requirements. The term Intertek Requirements shall mean (a) the requirements contained in the Listing Report, (b) the standard(s), if any, applicable to the Product, (c) the terms of this Certification Agreement, and (d) any requirements separately applied as a condition of the Listing. 1.5 Labeling. The term Labeling shall refer to the process of applying the Mark to the Product, whether the Mark is applied to the Product by a separable label, directly on the product, or by other media as authorized by Intertek. 1.6 Listing. The term Listing shall mean the process of preparing and including the Product in the published directory of Intertek certified products. o ri rtIIVM0.10t[ BEr CnterWek WTS/mm 11/09/09 SD 16.3.4e (11/9/09) Mand3W?gtek Fntertek Intertek Intertek ntertek Intertek 1.7 Listing Report. The term Listing Report shall mean the document prepared by Intertek, also known as Factory Audit Manual (FAM), which identifies the Client, the Manufacturer and the Product, and specifies Intertek Requirements for the Product, including the type and form of Mark which must be used on or in connection with the Product and related information, 1.8 Product. The term Product ("Product') shall mean a Client's device, equipment, material, or system manufactured by the Manufacturer, that has been submitted for testing or.evaluation, found to be in compliance with Intertek Requirements and approved for Listing. 2. CERTIFICATION 2.1 Work Authorization. Except to the extent Intertek shall reasonably deem necessary in order• to, respond to .an allegation that a certified Product in the marketplace is non -compliant or in the ordinary course of follow up service inspections that are required for continued listing Intertek shall not perform any services under this Agreement unless and until authorized by Client pursuant to a proposal pertaining to a particular Product that contains a scope 'of work, pricing and other terms agreed by the parties, and signed by an authorized representative of each part}. 2.2 Testing and Evaluation. Intertek is an independent laboratory providing testing and evaluation services to determine whether representative samples of a Product comply with designated national and international standards, specifications, and/or codes. Intertek does not publish standards, specifications, and/or codes, and, therefore, does not warrant to the Client or .the Manufacturer that the standard used for the evaluation is adequate. The Client and the Manufacturer understand and agree that Intertek has only tested or evaluated the submitted Product samples and does not guarantee or warrant the quality or compliance of all units of the Product manufactured or produced by the Manufacturer. The Manufacturer further acknowledges that as an independent laboratory, Intertek assumes no responsibility for the production of the Product. 2.3 Client Obligations. The Manufacturer understands its obligations pursuant to this Certification Agreement in order to maintain eligibility for Listing, and warrants that it shall comply with the following provisions: a) The Manufacturer agrees that if the Client or Manufacturer wishes to modify or change the Product such that the Product no longer meets the requirements of the Listing Report for the Product, the Client or Manufacturer must first either obtain the approval of Intertek or discontinue use of the Mark. The Product may no longer be eligible for Listing if it has been modified or changed by the Client or Manufacturer after Intertek's testing or evaluation. b) Upon request, the Manufacturer agrees that it shall retain or make available a sample of the certified product from the most current production. c) The Manufacturer agrees to notify Intertek in writing of any reports that it receives of serious personal injury or property damage involving the Product. d) The Manufacturer shall notify Intertek of any labeled Product which has left the control of the Manufacturer that does not comply with Intertek Requirements. e) The Manufacturer warrants that a quality control program is, or will be, established and maintained to ensure Product compliance with the Intertek Requirements. 2.4 Reservation of Rights. Intertek reserves the right, upon reasonable written notice to the Client, to re-evaluate the Product at the Client's expense. This re-evaluation may be the result of Follow-up Service, a revision of the applicable standard, new information regarding the characteristics of the material used in the Product, or other information that raises a question concerning the conformance of the Product to Intertek Requirements. 2.5 Revision or Withdrawal of the Intertek Requirements. Intertek reserves the right, upon reasonable notice to the Client, to revise or withdraw the Intertek Requirements. If the Intertek Requirements are revised, the Client and the Manufacturer shall be entitled to continue Listing and Labeling of the Product upon a demonstration to the satisfaction of Intertek that the Product complies with the revised Intertek Requirements. If the Intertek Requirements are withdrawn, the Client's and the Manufacturer's right to the Listing and Labeling of the Product shall terminate pursuant to the terms of WTS/mm 11/09/09 Page 2 of 5 5D 16.3.4e (1119109) Mandatory Article 6 of this Certification Agreement. In the case of a revision or withdrawal of Intertek Requirements, Intertek shall provide a notice specifying a date by which the Product must meet the revised Intertek Requirements or for such termination. LISTING AND LABELING 3.1 Ownership of the Mark. Ownership of the Mark and all trademark rights in the Mark remain in Intertek, even if it is used on the Product. The Mark shall only be applied to a Product that complies with the Intertek Requirements and such Mark shall be applied as specified in. the Listing Report. The Mark may be applied only to those models and brands that are specifically named in the Listing Report at the factory receiving active Follow-up Service and as noted on the Authorization to Mark. Except as provided herein and as indicated in Article 3.2, any other use of the Mark, or the Intertek name, on the Product is expressly prohibited. 3.2 Follow-up Service. As a part of the Listing and Labeling of the Product, the Manufacturer shall cooperate with the Intertek representatives who conduct Follow-up Service. Follow-up Service may include factory audits at any time during business hours and such Intertek representatives shall have free, unannounced, and immediate access to the Manufacturers premises wherein the Product, or components thereof, may be fabricated, processed, finished, stored, or located. Intertek representatives shall comply with factory policies as required while on premises. Follow-up Service is intended to allow Intertek to monitor the Manufacturer's compliance with maintaining continuing conformity of the Product to the Intertek Requirements, and to control the use of Intertek's Marks. The factory audits are not intended to satisfy or otherwise replace Manufacturer's responsibility to maintain its quality control program and to ensure that the Product remains in the compliance with the Intertek Requirements. Follow-up Service may also include Manufacturer questionnaires, and/or the Manufacturer's warranty of conformity. Intertek has the right to perform 'a final factory inspection to record final production status and to recover all unused Intertek Certification Marks upon notification of termination of the Authorization to Mark, Fees for a final inspection will be billed in accordance with Article 7.3 of this Certification Agreement. 4. INDEMNIFICATION AND LIABILITY 4.1 Indemnification. The Manufacturer agrees to hold Intertek harmless and to defend and indemnify Intertek against any liability, loss, or damage from claims, demands, costs (including legal fees), or judgments arising out of any negligent or intentional acts of the Manufacturer relating to the Product or arising from the use of the Mark. 4.2 Liability. Intertek will not, under any circumstances, be liable to the Manufacturer for any indirect, special, punitive, or consequential damages, or any third party claims which may arise as a result of the services provided in this Certification Agreement. FAILURE TO COMPLY WITH INTERTEK REQUIREMENTS 5.1 Remedial Action. In the event that Intertek detects any deviation or variance in the Product from Intertek Requirements, or improper or unauthorized use of the Mark or Intertek name, upon written notice to the Client Intertek reserves the right, in its sole discretion, to take such action as it deems necessary, including but not limited to: a) Requiring the Client, at its own expense, to undertake corrective action to ensure that the Product complies with Intertek requirements; b) Suspension or revocation of the Listing and the right to label the Product; c) Withdrawal of the supply of labels and removal of the Mark from non -conforming products; d) Removal of the Product from the Intertek Directory of Listed Products; e) Termination of this Certification Agreement pursuant to Article 6', WTS/mm 11/09/09 Page 3 of 5 SD 16.3.4e (11/9109) Mandatory i f) Notification of regulatory authorities and the public; g) Compliance with any applicable statutes, rules, or regulations. 6.2 Injunctive Relief. The Manufacturer acknowledges that the manufacture, sale, delivery, shipment, distribution,. or promotion of the Product utilizing a Mark would mislead or endanger the public if such Product is not eligible to use the Mark or does not comply with the Intertek Requirements, The Manufacturer further acknowledges that a breach of this Certification Agreement can not be adequately compensated by money damages.. The Manufacturer agrees that in the event of a breach of the Certification Agreement, Intertek shall have the right to obtain a temporary restraining order without prior notice to the Manufacturer, together with an action for a preliminary and permanent injunction, and such other and further relief as may be provided by law. Said injunction shall prohibit the Manufacturer from further use of the Mark and shall require the Manufacturer to comply with the provisions in Article 6.3 of this Certification Agreement. 6.3 Suspension. Upon a Client's or a Manufacturer's failure to comply with any of the requirements of this Certification Agreement or Listing Report, Intertek may issue a letter of suspension which shall notify the Client of the nature of the failure and the period of suspension of the Client's right of Labeling. In the event that the Client fails to take corrective action to resolve the cause of suspension, this Certification Agreement shall be terminated pursuant to Article 6. 5.4 Public Notice. In the event that Intertek has confirmed evidence that the Product in the marketplace has a significant non -conformity, Intertek will contact the Client and act in support.of remedial steps taken by the Client to address the non -conformity, including, if necessary, public notification and/or a product recall undertaken by the Client. In the event.that the Client does not take action to address a significant non -conformity related to .the Product, Intertek reserves the right to contact appropriate government agencies, other parties in the supply chain and/or issue public notifications advising of the non- conformity pursuant to Article 5.1(f) above. 6. TERMINATION OF THE AGREEMENT 6.1 Termination By Either Party. Either .party may, for any reason, terminate this Certification Agreement, as to any Product, upon not less than sixty (60) days written notice to the other party. Such notice shall designate a termination date and the notice period shall be deemed to commence upon the date of mailing of the notice to the other party by registered or certified mail, return receipt requested or by courier with confirmed delivery. 6.2 Intertek Right To Terminate. Intertek may terminate this Certification Agreement, as to any Product, without prejudice to any other rights or remedies that Intertek may have, upon either of the following: a) Immediately upon written notice, if Intertek determines that the Product fails to comply with the Intertek Requirements or the Client is in default pursuant to Article 7.3; b) Thirty (30) days after the Client receives written notice in the event of: (i) the filing of a voluntary or involuntary petition in bankruptcy; (ii) the making of any arrangement or composition with creditors by the Client; (iii) the appointment of a receiver for the Client; or (iv) the voluntary or involuntary liquidation of the business of the Client. 6.3 Obligations Upon Termination. Upon termination of this Certification Agreement, the Client and the Manufacturer shall: a) Discontinue the use of the Mark on the Product or Client's promotional material or advertising. b) Promptly return to Intertek all Marks, Labeling material, and the Listing Report, and warrant in writing the date of last use of the Mark. WTS/mm 11/09/09 Page 4 of 5 SO 16.3.4e (II/g/09) Mandatory c) Continue to honor the terms of Article 4 of this Certification Agreement concerning indemnification and liability, which terms shall survive the termination of this Certification Agreement. d) Pay any remaining outstanding charges owing to Intertek. 7. ADMINiSTRATIVE PROVISIONS 7.1 Confidentiality. Without written authorization from the Manufacturer, Intertek will not voluntarily disclose to third parties confidential and proprietary information which the Manufacturer provides to Intertek. This obligation shall not apply to information which is already available to the public, or acquired from other sources without confidentiality restrictions, or is required to be disclosed by Intertek to Regulatory Authorities responsible for the acceptance of the Product. Intertek agrees that this obligation to maintain confidentiality shall survive the termination of this Certification Agreement. 7.2 Subpoena. If Intertek is served with a Subpoena, Court Order, or similar document requesting the disclosure of confidential or proprietary information supplied to Intertek by the Manufacturer, Intertek shall promptly notify the Manufacturer. In the event that the Manufacturer chooses to contest the request, Intertek shall cooperate with the Manufacturer. The responsibility for contesting the request shall rest solely with the Manufacturer. If the Manufacturer declines to contest the request or is not successful in contesting the request, Intertek will provide the requested information. Any costs incurred by Intertek in responding to the request, including reasonable attorney's fees, shall be reimbursed by the Manufacturer immediately upon invoicing by Intertek. 7.3 Fees. Certification fees for maintaining the Listing, conducting the Follow-up Service, and licensing of the Certification Mark will be prepaid or billed to the Client or a designated payor. Payment shall be due upon presentation of invoices and the Client shall be considered in default if the charges are not paid within thirty (30) days. Certification fees are non-refundable. 7.4. No Assignment. The rights running to the Manufacturer under this Certification Agreement may not be assigned to or acquired by any other person or corporation without Intertek's written authorization. 7.6 Term. This Certification Agreement shall continue in effect for a period of one year from the date first above written and shall automatically be renewed thereafter for periods of one year, unless the termination rights provided for in this Certification Agreement are exercised. 7.6 Jurisdiction. This Certification Agreement shall be interpreted in accordance with and governed by the laws of the jurisdiction within which the Intertek office stated in the opening paragraph is located. Intertek Test* g rvices NA Inc. By: Signature o ed Intertek Individual) By: Bob Davison Accepted By: Clooay Building Products Company, Inc. n ct er C pany Name) By: d( m Proprietor, Partner oruth&rized Officer - Signature) By: 4/a,1 R. /_ e IS, 71 Name of Authorized Individual -Printed) Title: Director of WHI Certification Title:V,%? ENGN€EsPi G Date Signed: Vz' d at. QW6 Date Signed: 2 - / 2 - /V WTS/mm 11/09/09 Page 5 of 5 SD 16.3.4e (11i9109) Mandatory f i PERI®DIc f sP Page 1 of le JJ IO REPORT1Allrequestedinformationmustbecompleted. State havailableornotapplicable. Use additional pages If necerssaryning the information is not Date -rime D M Year Frequency of InspectionsInOutMonthly e Quarterly %Annually Yearly Client: C=2 Applicant Name (if Factory Address: Report Number(s): , Factory Representative: Intertek Representative: Telephone Number Facsimile Number: E-Mail Address: DOCUMENTATION if NO to #1. or #2. or YES to #3. provide client with Customer Service R1. Are Citent's com squeal document) Page current? t tY name, aridness, contact, phone #, fax# on the Authorization to MarkN/A Q YesX No 0 if any Incorrect, please circle the Inco ff2. Are Iissdnq reports an( ad r ped ns of the latest edition? items) 3. Has there been a chart to the keN/A Yes [ No ersonnel? MANUFACTURINe ortlPROCESS Checklistsand — Inap®ctor. Review and Initial all records,.fo c®rf1catee forco+mpleftnesa and tr8ceabll checkhere and skip to question number 16. I/• client Is a moo' ( if NO to any question complete a Variance Report) 4. is the production flowchart or description of representativeofactualprochopflowandprocess? ual ProductionmethodscontainedinthemanNIA Yes No S016. 3.14 (formerly MIOPIR100) ,. Mandatory Distribution: Original Intertek Intertek REV 4112110 Capy Client Copy Inspector WAIWEMOWANERROMW Page 2 of Inspector's Initials: Dat2: 5, Do the incoming raw ma vials match those noted in the manual? NIA Yes No 8. Does the client conduct the required tests and/or Inspections on Incoming material asspecifiedintheListingReport? NIA Yes No 7. Are files of Test Reporignspection Reports up to date? N/A Yes No 8. Are non -verified or non mpliant materials appropriately segregated? N/A Yes No 9. Is the client conducting inspections and tests required in the Listing Report for in -processqualitycontrol? N/A [] Yes No w 10. Does the client maintaI records of necessary or required Inspections and tests? N/A Yes ( No 11. Are the records up to date and Initialed by an Intertek Field Representative? N/A Yes K . - No 12. Is ment used for QC testing calibrated verified or checked go/no go []? A ch rtificate if calibrated. Describe procedure otherwise. 13. Is t ment used fior manufacturing calibrated verified or checked go/no go 0? Attach rtificate if calibrated. Describe procedure otherwise. 14. If calibrated, can you trace the calbraflon of equipment back to a 17025 tra eable lab? Certificate Attached at least annually W Next calthrafion due date 15. Does the client have new eqlj[PmMW for manufacturing and/or testing? N/A 0 Yes No LV If so then record the new equrpfnent. LA13EUNG — INSPECTOR — INITIAL AND DATE LABEL LOG BOOKIIfNOtoanyquestioncompleteaVarianceReport) 18. Are Product Markingship Accordance with the Listing Report? N/A Yes No 17. Labelingg Method: 8 Separable Labels (Supplied by Intertek) Direct Imprint BothNeitherp ( by Client) 18. Is label security rityadequaYeST—] No 19. Are log sh ets properly completed? yY@S [ 1 No SD 16. 3.14 (formerly MIOPIR100) r Intertek REV 4/12/10 Mandatory DistribWon: Odginai Intertek Copy Client Copy Inspector 3 Inspector's Initials: Date• Page 3 Client/Location: _© PRODUCTS If NO to any question complete a Variance Report) 20. Does the Listing Report contain a product description, specifications, assembly drawingsandmanufactringtoless? NIA j' Yes No 21. Is the client conducting the final inspecdons or tests required in the Listing Reports, prior tofinalapprovalandlabelinfthefinishedproduct? N/A Yes No 22. Do the finished products meet the requirements found In the listing reports? N/A YeSJZ No 23. Are nonconforming products segregated from conforming products as directed In the ListingReport? N/A Yesk No E ] 24. Are you able to trace the product from raw materials or supplier to a finished product withtheproduction / qual,'ty re rds? N/A (I Yes No 25. Is there a specific area for quarantine of noncompliant material (whether it Is raw material, in-proNSAmaterial Yes ed m terla that did not meet the minimum specifications? SAMPLING/ COMPLAINT TRACKING 26. Were anypamples Collected? WA ® ( N sampling is not required at this location) Yes If samples were collected provide details of the samples here: No ( only if sample is required and not selected, otherwise please check N/A) If sampleisrequiredandnosamplewascollectedexplain: 27. Does th lent have a method of tracking all complaints from customers? YesIfneworreviseddescribe: No Please complete a Variance Report 28. Did you Leylew all complaints since last audit? Yes No Complaints to Review Managed at Corporate or other location No if complaint method not reviewed, please e)oaln why SD 16.3.14 (formerly MIDPIR100) intertek Mandatory Distribution: Original lntertek Copy Client r i REV 4/12/10 Copy Inspector Inspector's Initials: Date: Pane 4 of dl Cllent/Location: + f CLOSING w y 29. Was CSR document provided to client? Yes No (if provided to client for future useandnochangesarerequestedtodaypleasecheckNO) 30. Were variances noted during this inspection / audit? Yes No If no slip to ##31, if yes (complete the following and a Variance Report): 30. a. was it Product or Label Related? Yes No 30. b. was it related to an administrative change to a quality Control Manual? Yes No 31. Have previnus technical variances been corrected? NIA If no previous variance) Yes atfach Pmof of correction) No attach copy of original Variance Report) COMMENTS (DO NOTUSE THIS E TO MBI VARIAlNCEA eR CSRai:, I acknowledge receipt of a copy of this inspection report by the Inteopit Re , O Factory Representative's Signature Intertek Representative' Ignattare N l ilIiM _- Reviewed by: Date foTNa RePW !e for the azdustrs use of InlWM s 06V and rs Wovfdsdp rwant fh the C ffibaOfon ag wnw t bft eww letartait andCrrertrntertftn"POWbOy and !labflily are limited to the terms and oondN&m of the agreemmt. /ntaKeR assumes no InabilityanyParty; other Man to Me CMW rn aoaarganos Mich the agnPWyxW, for any /on expo or damage oaoasloned by the use of rthndartatrrs repoearns wort "rtheCBeJtant is a rd Wzad to Pam* ooPOng a dratrfbutfan of this Report and then only rn 6 en&*, ft use of the are ofmarksforthesateoradverttsernentoftheInspededdeaMdmaterrd, pmWot or servtoe must Rrst be approved b wan 1 by rnteRskcrtiffThracatlan Repmort by tadoes not demonstrate that Me matsrfal, Pm&dd, or servke /A or has &AW bean, alfglbre to beer rXertekosarkInitrstFadoryAsassamsntaandFellowupServlaaaareforthePurposeofaaatrfapWaprfateusageofdoCwWcatknmarfctoWowde" s wish Me agmww* they are not fbr the 0.mW and donotralfheGentofMerr00gaftmInMweraspedPuooaeaofP udron 9uelltY SD 16.3.14 ( formerly MIDPIR100) In ek REV 4/ 12/10 Mandatory Distribution: Original Intertek Copy Client CaPY inspector ector Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/6/2012 4:59:05 PMt DiRECT N zn,, qr LISTING INFORMATION OF Clopay WINDCODE® W4 Commercial Doors SPEC ID: 27304 Clopay Building Products Co., Inc. (CBPC) 8585 Duke Blvd. Mason, OH 45040 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service is or has ever been under an Intertek certification program. Clopay Building Products Co., Inc. (CBPC) 127304 1 Rev: Mar 6 2012 4:26PM I Uncontrolled Copy Page 1 of 3 Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/6/2012 4:59:05 PM DIRECT WIND LOAD RESISTANT DOORS Clopay WINDCODE OW4 Commercial Doors jClopay WINDCODEO W4 Commercial Sectional Doors Impact Max. Design Design Rating Width Pressure Pos. Presure Neg. 01 Single Car Double Skin NIA +28 PSF [-.29 PSFInsulated Insulated 'IN/A _1[1 6'-0" +25 5 PSF PSF 02 Double Car Double Skin 103 Single Car Steel Pan N/A :F9_'-0"j+25 PSF 'F-_32 —P S F 104 Double Car Steel Pan N/ 1+24 PSF 24.5 PSF 05 Sectional Single Car 10'-2" N/A 10'-2" Double Skin Insulated 25 PSF [28 PSF 06 Sectional Double Car 20'-2" N/A 20-2" Double Skin Insulated 25 PSF F-28 PSF Sectional Double Car 24'-2" Double Skin Insulated N/A 24 _2" 25 PSF -25PSF07 08 Sectional Single Car 10'-2" N/ A ADoubleSkinInsulated25 PSF :-25 PSF 109 Ribbed Steel .12'-2'1 N/ A R_ T- 1+25 PSF -25 P S IF 10 Ribbed F Steel16'-2" _Ft 5 PSF -25 PSF j Ribb.ed Steel 20'-2." 121 -T PSF -25 PSF 112 Ribbed Steel 24'2" 1+25 PSF 25 PSF 113 Service Station Door-- IN/A 124'-2' -?! j+_25 PSF R PSF .. -, _ Attribute CSI Code Listed or Inspected Report Number Criteria Value 08 30 00 Specialty Doors and Frames LISTED 100487442MID- 002-R1 ASTIVI E330 (2002) Clopay Building Products Co., Inc. (CBPC) 127304 1 Rev: Mar 6 2012 4:26PM I Uncontrolled Copy Page 2 of 3 Report prepared for: Scott Hamilton (Clopay Building Products Co., Inc. (CBPC)) on 3/6/2012 4:59:05 PM 4#fir;, D1RET Puyyl } aY Static Load Test - Design Pressure Intertek Services Listing Section Test Original Issue Date See Table Certification WIND LOAD RESISTANT DOORS 2012-01-26 Clopay Building Products Co., Inc. (CBPC) 1 27304 1 Rev: Mar 6 2012 4:26PM I Uncontrolled Copy Page 3 of 3 MODEL 69218S(24 GA STEEL SKIN) OPTIONAL Des NAa OR I ACAIMA I= AYNA9L (>YL i10110N B-4._ OPIgwL c I I1 r-71- A I ME 1 k2w: I I m I - - LWE NL r INL . OR DOOR RT.SIN6 70 a< ML ETD SIRES ADOm 10 DOOR SKIM WON FOOM 100-L-10C SYSTEM TOP. NNPON t mTEN. 1 IMN4 DOOR MEETS ON IXfFIDS M DEMON LOADS FOR M ls]CAIE no SUDS two Dam ACOpCSp TO M RAW DINOOA C= OR M NTENAIMONA BOSOOq CODE MASER ON FiD10OSM1 CONNICIG 1) CLIDSEDIAS2' OF MOM N BINIDN'S ETD IDIC D 4) 761ND N AOCgmNCE MINFr9RDF1CCMGRAOBNTAOUILImLomupmm: IIAY 00FER. ULTIMATE WIND SC'® OAD TES D7 US 140 is CA7 Flm Y LL•D AG0 LC LC D WAN SEES, WIW Q 1 27 8' O' Sr IIyyTRACK CONFRIS19110M 1EI0`RD00Q lt£ iNGR tDR NAK Fd1DN-Tff-ROOF 7MLLN. IND ""OIL LIT IR" r oAV. 9EL 7mcK. ARE A WLAB E OPTOB. r TRACK THB00 e0' TRACK ALSO AVAABLL P q 1 114P. s-1s-, ,1 CATS S x OWOJIrNR L1Rf. TRACK BRIURTS PER 10 1 TRACK BNACKEM P!T SCE lot - TRACK BRACKETS PFR SDE TO 14' TRACK BRACKETS PeT SOB 101. v TRACK 5 PFA SOE ro tr iSERI R/O AID TRACKErWEEN NOf TO oRiIDap% BOOR 10 PROMPIORMO OPINMAL URRIS A ` OPIINIL QUINCE WED LOCK POSIIICH I IM..MI1111R4DO NOr TFAmm MAX DOOR OOIN - Ir-O' STOP MMOADINO BY DOOR 1MSVUJR (TO SUIT) xRM Up m lnlw FIRE Ave 20 BL NML OOY. SFEEEL DID STILE 7p ppM pF s0 M DALY. STEEL NLER. SIEE T,r.T7Dpryy OpOppNp9 N5fS EO{Fp iII•d• 7D OOIROT OF TRULY( aVaOE iD NOOD zs W MMA N® T e i57 , j O/ M0H ONE B,r t-NA W SrJae. FNNE Mm uV. PEN 1NL1L 9UpRT aNH Assam rIDH o-pa NrELIMCAWNWOODPOL`/LSiBIf C00JFROmA1NN ON aulmE sssAa tr LD. Kaso nmlALrm (ONE PEN Nd1ER} 14 0A O4.V. STEEL. w 1TOPCOAAPRID70Bum SaE1 OF SIf11 NO1L IW LE OAY.W STEET. LOPS/I( NTEA r OAIY. S F71 71YOI PASIC® 70 Is RA 64ll. STEEL 7MEfAlfO1BNCIQ]S 4 V1W 7p WOML 11 tD« ) / 74.8/S 9EEf IE7K sCIEI 1/ DEPOSIT POLYSTYRENE PUN DOSSAIW N tl f METAL P/M0/0" SAEET YNL4I I/B' AAM11C M1 UTE OIL 1 4 0/0' DOLT tlt iS0 1/4' DK RSE71 4) 1 4 TA1R,OSOt1i RR DO IN,OL t ONLY). OYAQS N ARM HEADfY9Om5 PFA UOBiBACKERPmSAmLEES PIM1YM110N d .YY®OS NIn6 to MOST$1 Sim ROLLER MIT" LOR N W AONIL OOI>i1[ 11 G OALY. EACH14ONOAqqqSTD000I M 4 Pl_42SyIP ¢ f EACH >i WWM 4 DOOR. N IOLFiiLDSDown Sr REimOM BBIDtl Y 1NL U-BN WL``i m SiTmwwft SO RS 4 1/4 4i— OOEELNTO we imL TMPAL ONE LOCK ON EACHH Ram DESIGN ENGINEER: MARK WFSTERFIELD, P.E. DTnHDItNAL LtElOa9 D• S' OKL . SO DR. oNI. STEEL U-WA TgON. ONE SAP LATCH ON Atli 40[ a ODOR. OF DOOR. M DESICN aF M NIFDMPE s Lyle M RFSiV fsBEln a M n10PUNOPI 0 FLORI6A P.E. /48495, NC P.E. #/23932, TEXAS P.E. RmOID FOR M NULDNO OR BIUMC PO MO N AOCOIIAMQ DESIGN LOADS: +24.0 PSF & -24.5 PSF. L.1 104mm , oN OTHER SFDTIONS, NIEL 6TNL LDtlI DN Im Tm DODO FORM 1.6" 181m OR TEST LOADS: +36.0 PSF & -37.0 PSF. T 7ONWEE u-Bw 801dM4 4=—" COIL IW F70 D a Nu/ pp00ff11gq11 N0002. SIR[ a o BILDMC PIlOUL13 CO~ vDOSOA9 MiDC MAX DD(A S® PAN- 141 W 4 18'O'W K 18'0•MiHR46 IDCIIDI AA /S.S. IAnR A7WCm MIM/14,df/T SIHf 1[DIL MOBIL B®[ ILIICIE SAMDaL 013)7,,.4B,D 11/12/98lOp DEsaarEm. MEAwTwP. OW C.P.W. A "ft Hrwwa mAvN " Building Products CMT CORP. ALL CND, OS.4RVED. MODEL 892 +24 -24.5 PSF DES. LOAD nIAVMNc Nsarn oulsa m','"^" Company lo1781 FLOO RMA PRODUCTMCAT APPROVAL 5678 5/24/2018 Florida Building Code Online w+s4 C BCIs Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BQS Site Map Links l Search a Product Approval USER: Public User tPAs?:;'^ sr9 Product Approval Menu > Product or Application Search > Application List > Application Detail IDMW FL #FL12198 R5 Application Type RevisionPPYP Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By KAYCAN LTD 1 Memorial Drive Richford, VT 05476 662)252-9991 Ext231 joe.lundine@kpproducts.com Joe Lundine joe.lundine@kpproducts.com Joe Lundine 402 Boyer St Williston, VT 05495 662)252-9991 joe.lundine@kpproducts.com Joe Lundine 402 Boyer St Williston, VT05495 662)252-9991 joe.lundine@kpproducts.com Panel Walls Soffits Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquk24AUC%2fEHMoRfVmv6zQD53FnKKpceDCJiAEaoxW5AoA%3d%3d 1/: 5/24/2018 Florida Building Code Online Date Submitted 03/21/2018 Date Validated 03/28/2018 Date Pending FBC Approval Date Approved 04/04/2018 Summary of Products FL # Model, Number or Name Description 12198.1 Aluminum Soffit SP-600 SP-600 16" Vented Aluminum Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R5 C CAC 17122131.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/01/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 16.515" FL12198 R5 II 17122131.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.2 Vinyl Soffit D5 D5 10" Vented Vinyl Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R5 C CAC 17122132.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 11.384" FL12198 R5 II 17122132.pd Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.3 Vinyl Soffit T4 T4 12" Vented Vinyl Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R5 C CAC 17122132.gdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 13.352" FL12198 R5 II 171 2132.pd Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Plait Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: e0fec9 M Credit Card Safe hfps://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMoRfVmv6zQD53FnKKpceDCJiAEaoxW5AoAa/a3d%3d MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ( NOA) www.miamidade.gov/economy Kaycan 1 Memorial Drive. Richford, VT 05476 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: Model D510" and T412" Vinyl Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 3 dated 12/01/2017, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4 ft. (1.2m) o.c. with the Kaytec, Richford, VT or Cowansville, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1709.10.2 and 1709.10.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0404.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17- 1221.32 RMLAWDADE courrrY Expiration Date: April 20, 2021 Approval Date: February 22, 2018 OZ I51 8 Page 1 Kaycan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 15-0612.16" 1. Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # 17-0404.04" I. Test report on Wind Driven Rain Resistance Test per TAS 100(A) of Model D5 10" and T4 12" Vinyl Vented Soffit, prepared by Fenestration Testing Laboratory, Inc., Test Report No: 9458, -k dated 03/28/2017, signed and sealed by Idalmis Ortega, P.E. Submitted under NOA # 05-0804.03" Test Report No. Standard Date Signature 2. AT-55983.01-106-18 ASTM D3679 01/03/06 Joseph A. Reed, P.E. 3. AT-55983.01-106-18 ASTM G155 01/03/06 Joseph A. Reed, P.E. 4. AT-55983.01-106-18 ASTM D638 01/03/06 Joseph A. Reed, RE 5. AT-55983.01-106-18 ASTM D2843 01/03/06 Joseph A. Reed, P.E. 6. AT-55983.01-106-18 ASTM D1929 01/03/06 Joseph A. Reed, RE 7. AT-55983.01-106-18 ASTM D635 01/03/06 Joseph A. Reed, RE S. AT-55981.02-122-18 PA 202 & 203 07/15/05 S. A. Urich, P.E. C. CALCULATIONS "Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # OS-0804.03" 2. Fastener Installation Analysis, sheets 1 through 3, dated 07/27/2005, Project No. 05020010 signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # I5-0612.16" 1. Statement letter of code conformance to 5" edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 12-0124.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 11-0316.01 " 3. Distributor agreement dated 04/25/2011. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1221.32 Expiration Date: April 20, 2021 Approval Date: February 22, 2018 E-1 Kaycan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, dated 09/22/2010, with revision 3 dated 12/01/2017, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. None. A. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 6t' edition (2017) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 12/01/2017, signed and sealed by Robert J. Amoruso, P.E. Car l'o`s7M. Utrera, P.E. Product Control Examiner NOA No. 17-1221.32 Expiration Date: April 20, 2021 Approval Date: February 22, 2018 E-2 a. I MLYCANI LYD Y1 N YL PVC SOFFIT D510': AND T412 - VENTED INSTALUTIONANCSM4GEDETAILS GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) - BUILDING AND RESIDENTIAL VOLUMES INCLUDING THOSE SECTIONS OF THE FBC PERTAINING TO THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS-202 AND TAS-203. IMPACT TESTING TO TAS-201 IS NOT REQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED ON TAB 202 WERE DIVIDED BY 1.5 AS REQUIRED BY THE CURRENT EDITION OF THE FBC- BUILDING AND RESIDENTIAL VOLUMES. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING REPORT #55981.02-122-18, INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 4. OVERHANG RECEIVING VINYL SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL BE ELIMINATED. 5. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURER'S INSTRUCTIONS. - 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 7. LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. 8. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. 8.1. DOUBLE 510' SOFFIT 8.1.1. 5A7 SO INCWLINEAL FT. 82. TRIPLE 417 SOFFIT a.m. 4.18 SO INCHILINEAL FT. INSTALLATION NOTES: 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. 2. INSTALLATION ANCHOR4SHALL BE AS SHOWN ON THE BATTEN INSTALUITION"'AND'SOFFIT INSTALLATION' SECTIONS ON SHEETS 3 AND 4. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES QNCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE USE #8 x 3" WOOD SCREW OR #8 x T TAPPING SCREW. PLACE ONE SCREW PER LOCATION AND MAXIMUM 24" O.C. ALONG BATTEN LENGTH. 5. FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.12' DIAMETER x 1-1/2" LONG ISMOOTH, SCREW OR RING SHANK ROOFING NAIL Wp 3/8' DIAMETER HEAD. 6. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE 0 CORROSION RESISTANT MATERIALS COMPATI"WITH THE SUBSTRATE MATERIAL& 1 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 D5 10" VENTED SOFFIT VINYL (PVC) 2 T4 12" FULL 0 VENTED SOFFIT VINYL (PVC) 3 F-CHANNEL VINYL (PVC) 4 8" FASICA VINYL (PVC) 5 0.12" DIAMETER x 1-1/2" ROOFING NAIL WITH 3/8" DIA. HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 6 8 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 7 2" x 2" WOOD BATTEN WOOD VINYL SOFFIT SPECIFICATIONS: 1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM D3679. 2. T417 FULL O SOFFIT -VENTED 2.1. WALL THICKNESS: 0.047" 2.2 PANEL LENGTHS: 17-("LONG 2.3. F-CHANNEL THICKNESS: 0.040" 2A. FASCIA THICKNESS: 0.042' 3. D5 IP SOFFIT -VENTED 3.1. WALL THICKNESS: 0.D47' PANEL LENGTHS: 12'-('LONG 3.3. F-CHANNEL THICKNESS: 0.040" 3.4. FASCIA THICKNESS: 0.047 TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILES 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION AND COMPONENTS DESIGN PRESSURE (PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) D5110" VENTED VINYL SOFFIT W/F-CHANNEL +55.OPSF/-35.Opsf T4. 12'" FULL 0 VENTED VINYL SOFFIT +55.OPSF/-35.Opsf W/F-CHANNEL pq W U W KAa OQ ZO w O ILL- 0 OZ MJgw Jw ZO SPRODUCT REVISED as comping with the Florida Building ode NOA- No. 17-1221.32 Expiration D e 04/2012021 sy Miam d Pro uct Control Robert J, A ...o. P. E. Florida P.E. No. 49752 0 O 13.352" 3.199" 4" 4.245" 73 444" 308" .488" . 801" 11.384" 1.25" 5.471" 4.663" 1` 21 1/2` MAX. SOFFIT PANEL LENGTH 45 0.125" A TRAVERS TOUT TYP. O O O O D O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e o 0 o O O o a 0 0 0 e'O 0 0 O.O e 0 0 3.199" o000000000000 000000000coco 3.949` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e a 0 0 0 0 0 0 0 0 0 0 0 0 a o o a o 0 0 0 0 0 0 0 o RIB II 801, o o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.199" o0 a a o o a o a o o a 00000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 801 " 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o-...... 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 00 0 3.199" 0 o e e e o 0 0 0 0 0 0 o o u o 0 0 0 0 0 0 0 0 0 0 0 Q000. 7 0 0 0 0 0 000. 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0. 0. 7.70 0 0 0 0 0 0 1.908" 16" J .25" J . 75 -- - '---- 1.16" T42" FU O NTED VINYL SOFULLONTEDVINYLSOFF7T F](iRUDm VMn (PVC) 0.04r THICK 21 1/2" MAX. SOFFIT PANEL LENGTH 55" .5" TYP. O O C O O O p O Q O .125" TYP. O O O O O Q Q Q 0 0 o Q o 0 0 0 0 0 0 0 0 o c o Q Q RIB 0 0 0 o Q o c o 11.384" 13.352" F o 0 0 0 0 0 0 o Q o 4" Q o = oc 3a o Q o Q O O [= O O O [= O O O O Q Q O C C Q NAIL 2.221 " HEM NAIL .156` j .25" HEM 566" 1.371 " i1D5 10" VENTED VINYL SOFFIT onifucm wm (wc) aar Hock I o Lu W 1,0 FQQ Z ~ a: = y J Q Z F~1-1Z rd o b U. 4 O O Y W m I_w ILLiO b N a PRODUCT REVISED as complying with the Florida Building Coda NCA-No. 17-1221.32 Expiration 041202027 By Miam1-0 d Product Control Robet J.A p P. E Florida PE No. 49752 O 8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. FASCIA 0 2 x 2 BATTENS O TYPICAL 21 1/2" MAX. SOFFIT WIDTH 10" MAX. O.C. —1 7 1/2" O.C. 4" O.C. B 2i, EMBED 4 0 INSTALLATION NAILS, TYP. 12" OR to* 0 10" MAX. FOR 12" VINYL SOFFrr SOFFIT AND 10" SOFFIT QoRO 0 2 x 2 BATTENS TYPICAL O #8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. MINIMUM SOUTHERN PINE TIMBER FRAMING 0 24' O.C. i I WALL i#8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. rO F—CHANNEL 0 i i 24• 1 MAX. O.C. SPACING ! 11.996' FOR 12' SOFFIT AND 10' FOR 10' SIFFT 1 INSTALLATION NAILSI Al INSTALLATION CROSS SECTION J 10" AND 12" SOPFA MINIMUM SOUTHERN PINE TIMBER FRAMING I of p z r z M J J a ss yy i 0 0L ellRLLO to r1j" 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1221.32 Expiration D e 04/202021 eyMIamF-0 d Product Control Rotat.L A--. P.E. FbMa P.E. No. 49752 No 49752 tiCl TATE OF 21 1/2' SOFFIT Q a Tn i F 1,1 u 51GC0LFvo W wAu 6• a. c a h e 797' w O w0 e 1B" VINYL FASCIA uuuoc OO zZ ro <a F Z = H 0 20 zi.- ~ J 2 Q Uj 5S SOFFIT NAIL. HEM V w K ZOOO 695" 775' QYQ yyeYLU = LL 5 7 C p Ilk 1- J11! NAILSOINSTALLATION 3 P c1 a. aMC nq[ LL SOFFITFFIT NAIL E9 $ 9' da MAX. O. 12. MAX. F @ 10' MAX. F 10' .OR i2" SOFFIT 2' -{ - PRODUCT REVISED as complylny with the Florida Building Coda tOORO NOA-No. 17-1221.32 2' Expiration Da a 04120/2021 i F-CHANNEL By Mlam roduct Control O7 noeo Ra6ml. L AM 19q P.E. I Florida P.E. Na 49752 p`0'11%l f q e i FASCIAINSTALLATIONCROSS SECTION 2 2 BATTEN 4 10• AND I2" SOFPTr Cr NO 49752 IF``. T'S C. ORORWIDTH 10' MAX. 7 1/ 2" 4' BATTER BATTEN BATTEN TTEN O O O SPACING 12' SOFFIT 10' SOFFIT I MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Kaycan 1 Memorial Drive. Richford, VT 05476 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 descnbed herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model D510" and T412" Vinyl Vented Soffit APPROVAL DOCUMENT: Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 3 dated 12/01/2017, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4 ft. (1.2m) o.c. with the Kaytec, Richford, VT or Cowansville, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1709.10.2 and 1709.10.3. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0404.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-1221.32 Muu wane..... r Expiration Date: April 20, 2021 Approval Date: February 22, 2018 D2//s1 8 Page 1 Ka can NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 15-0612.16" 1. Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # 17-0404.04" 1. Test report on Wind Driven Rain Resistance Test per TAS 100(A) of Model D5 10" and T4 12" Vinyl Vented Soffit, prepared by Fenestration Testing Laboratory, Inc., Test Report No: 9458, dated 03/28/2017, signed and sealed by Idalmis Ortega, P.E. Submitted under NOA # 05-0804.03" Test Report No. Standard Date Signature 2. AT-55983.01-106-18 ASTM D3679 01/03/06 Joseph A. Reed, P.E. 3. AT-55983.01-106-18 ASTM G155 01/03/06 Joseph A. Reed, P.E. 4. AT-55983.41-106-18 ASTM D638 01/03/06 Joseph A. Reed, RE 5. AT-55983.01-106-18 ASTM D2843 01/03/06 Joseph A. Reed, P.E. 6. AT-55983.01-106-18 ASTM D1929 01/03/06 Joseph A. Reed, P.E 7. AT-55983.01-106-18 ASTM D635 01/03/06 Joseph A. Reed, RE 8. AT-55981.02-122-18 PA 202 & 203 07/15/05 S. A. Urich, P.E. C. CALCULATIONS "Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 05-0804.03" 2. Fastener Installation Analysis, sheets 1 through 3, dated 07/27/2005, Project No. 05020010 signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0612.16" 1. Statement letter of code conformance to 5' edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 12-0124.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 11-0316.01 " 3. Distributor agreement dated 04/25/2011. D2115fCOI B Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1221.32 Expiration Date: April 20, 2021 Approval Date: February 22, 2018 a E-1 Kaycan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. KAY0001, titled "Vinyl PVC Soffit D510" and T4 12" Vented", sheets 1 through 4 of 4, dated 12/27/2011, dated 09/22/2010, with revision 3 dated 12/01/2017, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P.E. B. TESTS 1. None. A. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 6 h edition (2017) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 12/01/2017, signed and sealed by Robert J. Amoruso, P.E. 10S`11 4jb — Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1221.32 Expiration Date: April 20, 2021 Approval Date: February 22, 2018 E-2 I KAYCAN LTD VEMPVCS0FF1TD510f'AND T4 12" - VENTED INSTALLATIONANCSORAGEDETAH S GENERAL NOTES: INSTALLATION NOTES: VINYL SOFFIT SPECIFICATIONS: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF 1. ANCHORS SHALL BE THE. TYPE, SIZE, EMBEDMENT AND 1. KAYCAN BUILDING PRODUCTS VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDERTHEFLORIDABUILDINGCODE (FBC) • BUBDWG AND RESIDENTIAL VOLUMES INCLUDING THOSE EDGE DISTANCE SHOWty HEREIN FOR RESPECTNE MEETING THE SPECIFICATIONS OF ASTMSECTIONSOFTHEFBCPERTAININGTOTHEHIGHVELOCITYHURRICANEZONE (HVHZ) AT THE SUBSTRATE - COMPOUND D3679. DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS-202 AND TAS-203. IMPACT TESTING TO TAS-201 IS NOT REQUIRE] FOR SOFFIT. STRUCTURAL TEST RESULTS 2. INSTALLATION ANCHOR4SHALL BE AS SHOWN ON THE 2.. 1. FULLSOFFIT VENTEDBASEDONTAB202WEREDIVIDEDBY1.5 AS REQUIRED BY THE CURRENT EDITION OF THE FBC• BATTEN INSTALLATION'. AND'SOFFIT INSTALLATION' 2.1• WALL THICKNESS: H:Z- BUILDING AND RESIDENTIAL VOLUMES. SECTIONS ON SHEETS 3 AND 4. T 22 PANEL LENGTHS: 17-O'LONG 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED 3, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE THICKNESS: 0.040' 2A. FASCIA THICKNESS: 2.4. FASCIA THICKNESS: 0.042' ARCHITECTURAL TESTING REPORT #55981.02-122-18, INCLUDING ASSOCIATED LABORATORY WALL FINISHES (INCLUDING BUT NOT LIMITED TO STAMPED DRAWINGS. STUCCO, FOAM, BRICK VENEER AND SIDING). 3. D510'SOFFR -VENTED 3. ADEQUACY OF THE EMSTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING 4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE 3.1. WALL THICKNESS: 0.04r 3.2. PANEL LENGTHS: 12'-U'LONGCOMPRISINGTHEATTACHMENTSUBSTRATEFORTHESOFFITSHALLBEDETERMINEDTOBEUSE #8 x 3' WOOD SCREW OR #8 x 3' TAPPING SCREW. 3.3. F-CHANNEL THICKNESS: 0.040' CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT PLACE ONE SCREW PER LOCATION AND MAXIMUM 24- 3.4. FASCIA THICKNESS: 0.042' STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR O.C. ALONG BATTEN LENGTK THE PROJECT. S. FOR INSTALLATION OF SOFFIT TO BATTEN USE 4. OVERHANG RECEIVING VINYL SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, RINGDIAMETERxLONGH. SCREW RING CRACKS OR DEFECTS THAT SHALL BE ELIMINATED. 7H 3V HSHANKROOFINGNAILWfTli318" DIAMETER HEAD. ROOFING 5. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, 6. ALL FASTENERS SHALL HAVE CORROSION RESISTANT STARTER STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE COATINGS OR BE MADE OF CORROSION RESISTANT CURRENT EDITION OF THE FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES MATERIALS COMPATIBLQ WITH THE SUBSTRATE AND THE MANUFACTURER'S INSTRUCTIONS. MATERIALS. 6. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 7. LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. e. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. 8.1. DOUBLE 5 10' SOFFIT 8.1.1. 5.17 SQ INCHAINEAL FT. 82 TRIPLE 41TSOFFIT 92.1. 4.18 SO INCHILINEAL FT. TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES, B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILES 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION AND COMPONENTS DESIGN PRESSURE (PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) D5110* VENTED VINYL SOFFIT W/F—CHANNEL +55.OPSF/-35.Opsf T4 12" FULL 0 VENTED VINYL SOFFIT +55.OPSF/-35.Opsf W/F—CHANNEL PRODUCT REVISED as compTng with the Florida Building ode NOA-No. 17-1221.32 Expiration D e 042012021 By Mfam d Pro uct Control Robert A Aeaano. P.E fk.W2 P,E Nn 49752 13.352" 444" 308" 48r 801" 21 1/2" MAX. SOFFIT PANEL LENGTH 0.125" A TRAVERS 45" - TOUT TYP. O o 0 0 o O O o Oo O 3.199" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0 a 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o a o RIB0000000000000aooaooooooaoo 801, 0 0 0 0 o0o 0 0 0 0 0 0 a a e a 1 0 oo0 0 0 oaeoa o o Ooo 0 3,199" a a e a a a 0000000000000 a a a a a a a 000000000 a 0o 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13.352" o 0 0 0 0 0 o e o 0 0 oao 0 0 0 0 0 0 0 0 0 0 0 0 0 801 o e o o o 0 0 0 0 o a aooooooo0ooooo a o o o o o 0 0 o o 0 o 0 o a o o o o o o o 0 0 3_199" o0 oo oo oo o o a 000000000000 0 0" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.908" 16" J .25" J . 75" '1 I-- r- --r 1.16" 1T4 12" FULL 0 VENTED VINYL SOFfTT E)(IRIIDED VINYI. (PVC) 0.04r THICK NAI L HEM 11.384" - 1.25" 5.471" 4.663" 348" y . 62" i- 4 .45 1 1` 21 1/2" MAX. SOFFIT PANEL LENGTH 55" .5" TYP. O O O Q O Q Q C _ 0 0 0 0 0 0 0 o Q c .125" 3.949" 0 0 0 c— 0 0 o Q TYP. 0 0 0 0 0 0 0 0 0 0 c o 0 0 0 o c o /— RIB m a o Q o Q o a o 0 0 0 0 0 0 0 0 0 0 4` O O O O O O O C o Q o 0 0 0 0 o c c 0 0 0 0 o Q o c 2.221 " 156" .25" 566` rlD5 10" VENTED VINYL SOFFIT exrrsuom wm (Pvc) aK>r nncK 1 1.384" PRODUCT REVISED ea comp)yIng with the Florida Building God" NAIL NOA-No. 17-1221.32 HEM Fxpimuon 04/20/2021 By Miam d Product Contra 1.371 " Rohm J. Mqueo, P.E Floilda PE No. 9'752 i 00 a $ m K F' 21 1 /2" MAX. SOFFIT WIDTH F= a 10" MAX. O.C. 7 1/2" O.C. MINIMUM SOUTHERN PINE 4' O.C. TIMBER FRAMING 0 24" O.C. 14$ c OI a p 95Q gi 8 x 3" WOOD SCREW OR 5 TAPPING SCREW, BATTEN j a ATTACHMENT FASTENER SPACED 24" MAX. O.C. FASCIA WALL a 4O 3 8 x 3" WOOD SCREW OR N 0 w a ° TAPPING SCREW, BATTEN 2 x 2 BATTENS ATTACHMENT FASTENER SPACED l 1 _ O TYPICAL 24" MAX. O.C. O Ul 1 MIN. EMBEDB 4 O INSTALLATION NAILS, TYP. Vitt sofFR F_c ANNEL 0 10' MAX. FOR 12" ODR zOSOFFITAND10" SOFFIT tt- ° o 1.4 MINIMUM SOUTHERN 24" PINE TIMBER PRODUCT REVISED FRAMING as complying with the Florida Building CodeBoA -No. 17-'1221.32 O MAX. O.C. SPACING ! Expiratlon D F¢ 04/20/2021 2 x 2 BATTENS 11.996" FOR 12" SOFFIT AND TYPICAL 10" FOR 10" SIFFR BY MlamfdgFProduct Control RODatd. A—n.%P.E Florid. P.E. No. 49752 O # 8 x WOOD SCREW OR INSTALLATION NAILS 7 p0: v F ;GJ, TAPPINGSCREW, BATTEN Q No 49752 D ATTACHMENT FASTENER SPACED 24" MAX. O.C. A INSTALLATION CROSS SECTION 10" AND 12" SOFFIT 1 ,* 0. 3STATE OF -QI OR 1'D P jN Q a m a r• a (tl 1 a2 W 0 oa 0Of 1.5' 2254' NZ 797' W r Y O WZO e 8' NNYL FASCIA OlivrAtomeeeuO'.7 > U amu• arx OZ roWn 19- Z ui Qo pZO QJF ZW 53 Z SOFFIT NAIL. U > - Z 5 g HEM Q>Q00 p q 44- .775• ' m N F ® 9 eINSTALLATION J w7 a C g HEMFIT NAIL ! SO ® 12- MAX. MAX F. 10' MAX. F 10' .OR 12' PRODUCT REVISED SOFFIT 2• J as complying with the Florida Bullding Coda tOORO M-T NOA-No. 17-1221.32 2' Expiration r) a 04/20/2021 i f-CHANNEL By O miam ro uct Contro 7 GOOD RuHM J. ArtgruBo. P.E FkWds PZ No. 49762 tffllll!!!!I O F INSTALLATIONCROSS SECTION 2 x 2 OO e;•V\GENSF Hr AND it SOEWr4 NO 49752 O 4ATlF 21 1/2' SOFFIT C. OROR wIOTH 10` MAX 7 1/2 4- tBATTEN BATTEN BATTEN TTEN l O O O I I I I I I I I l I I I I I SPACING 12' SOFFIT 10' SOFFIT I II II I I I I I I I I l I I 5/24/2018 Florida Building Code Online F BCIS Home Log In User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Llnks { Search b a 3391YProduct Approval IUSER: Public User 1h y s xr`ra Product Approval Menu > Product or Application Search > Apylication List > Application Detail FL # FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri__eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden P.E. e Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final,Qd Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2017.gff https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1M2XugwuWmY6PQIJIukQ%3d%3d 1/2 5/24/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report ShingLes final.p ffApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Report ShingLp_s final.pc-f Created by Independent Third Party: Yes Buck Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. .fOpY-0ght 2007-2013 State of Florida.:: EEb a Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0® -- Credit Card Safe https://wywv.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDIM2Xu9wuWmY6PQIJlukQ%3d%3d 2/2 1 l CREEK Certificate of Authorization No. 29824 i:* • 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6"' EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 220 West 4u' Street Joplin, MO 64801 417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) IOCA50498 ASTM D 3462 2010A UL LLC (TST9628) 1 OCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Vintage® 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage® Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage® Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. srt CREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (Vuit): Frederick, Joplin & Basic Wind Speed (V.sd): Tuscaloosa) Deck (HVHZ): Glass -Seal Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): AM Nailing Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAILS Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) 11- 1 Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern 65-70 5-1/8" 7!V" i-118" TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEP{ TECHNICAL SERVICES, LLC Heritage® Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage® Woodgate Dallas & Frederick) Basic Wind Speed (V„ it): Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAILZONE COMMON BOND 118" EXPOSU RE 6-6/8" 12-11211-t-12-3/811 -Ie- 12-112'" H " Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) R NAIL ZONE COMMON BOND IE 5-5/8" 7-i/2'4j*- 7-1/2" 7 J'V8"I4- 7-i /2"-bJIQ-7-1/2-- -1 " Figure 4. Heritage® & Heritage® Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt ShinglesEiTECHNICALSERVICES, LLC NAIL ZONE/ COMMON BOND T EXPOSURE 5 518" V 7-1)2+7-1/2',4i*-7-N+.112+7-1/2a q... ill Figure 5. Heritage@ Woodgate 6 Nail Pattern El Common Bond t 1 I 4 39-3/8" Figure 6. Heritage®, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE",* 7-718" ] ---------------- — --- - — -- -- — ---- ---- - -- _ _ }NAIL ZONE 6-118" EDGE OF ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (Vuit): Frederick) Basic Wind Speed Msd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND 51/2111 t 1 1 1 l 1 EXPOSURE 5" 1 "- --- 11 " 1211 " — 1 11 Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND W— / 51/2" EXPOSURE 5" 91/2 9---+3 91/2" 14-1 Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (V„ it): Max. 194 mph Frederick) Basic Wind Speed (Vasd): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. 1' NAIL ZONE/. COMMON BOND T r---1T 5-1/2r' EXPOSURE YL I II,,± 1191 12-3/8"—a- 11" -- I,a -101 Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) ERS T 5.112" EXPOSURES" 3 1"-- 9-112" '9 18"-43'+f+ 9-112" -t -j" Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern NAIL ZON V COMMON BOND TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ Vintage@ Basic Wind Speed (V it): Phillipsburg) Basic Wind Speed (Vnd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. k posure Notch Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) t7/'—I ' 1 — F7A'- Figure 13. Heritage® Vintage® 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. R i,( TAMKO BUILDING PRODUCTS t a 1 Asphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (Vuit): Max. 194 mph Frederick & Joplin) Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind exposure Figure 1 Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) xposure TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. pEEK TAMKO BUILDING PRODUCTS j t Asphalt Shingles TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V,,,t): Max. 194 mph Phillipsburg) Basic Wind Speed (Vag): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind t 5" exposure Figure 1 1" r Fastener 5-1/2" Figure 2 Hgure Figure 15. Vintage® Hip & Ridge (Phillipsburg) 0•• exposure TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R GENSF cS 201 TO9.25 No 74021 : 11:31:41 acbF MaM vti'rw, 04'00' STATE OF : O< p?:•'% Zachary R. Priest, P.E. S,s , O R t•,.•. Florida Registration No. 74021 Organization No. ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK YY TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4w Street Joplin, MO 64801 417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE, 6” EDITION (2017) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Issued September 25, 2017 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP-317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 10CA50498 ASTM D 3462 2010A UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal@ Frederick, Joplin & Tuscaloosa) Glass -Seal Frederick & r Tuscaloosa) Glass -Seal Joplin) Heritage@ Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage@ Premium Frederick) Heritage@ Vintage@ Phillipsburg) Heritage@ Woodgate Dallas & Frederick) Heritage@ Woodgate Frederick) Hip and Ridge Shingles Frederick & Joplin) Vintage@ Hip and Ridge Phillipsburg) TAMKO BUILDING PRODUCTS Asphalt Shingles 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTSCREEKAsphaltShingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Seal® Basic Wind Speed (V i,): Frederick, Joplin & Basic Wind Speed (Vasa): Tuscaloosa) Deck (HVHZ): Glass -Seal Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Area Nailing Alyea Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAILS Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern 6-7ff 5-118" 718° i-1 /8" TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ltA— CREEK TECHNICAL SERVICES, LLC Heritage® Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage® Premium Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage® Woodgate Dallas & Frederick) Basic Wind Speed (Vuit): Basic Wind Speed (Vad): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAI L ZON E COMMON BOND 6-11$" EXPOSURE 6-6/8" 12-11211 12-31$" -If- 12-1 /2'" Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND IE b-3/8" 1' 11-7-1/2"b- 7-1/2"-*- 7 '&8"-1 4- 7-1 Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK. TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles NAIL ZONE/ COMMON BOND t EXPOSURE 5 518" 1" 7-1/2+7-1/2'4?-3/8+-1/2+7-1122 V' Figure 5. Heritage@ Woodgate 6 Nail Pattern El Common Bond FASTENERS Mr.'A:'':YT??,`>',.i'.P`F,%.ir.{ rJ`.•.'r. .,:!-"''+.'r..:',;';`^,ti i•Z:: U'•}r'•'.`: y T Lo1 o W 7 i Figure 6. Heritage@, Heritage@ Premium, Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7I8" ---------------------- ------- ------------------------------------------- NAIL ZONE EDGE OF COMMON BOND EXPOSURE 5-5/811 ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 l This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (Vuit): Frederick) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ FASTENERS. /COMMON BOND 51/211 1EXPOS 5"E 1111 12" —-11 "--e -1" Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE/ COMMON BOND 51/2" EXPOSURE 5" Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (Vuii): Frederick) Basic Wind Speed (Vasd) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non-HVHZ): FASTENERS TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. T I T 5-1l2" EXPOSURE V 11'. —s-12-3/8" 1 r — -1" Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) T EXPOSURES" 1"-- 9-112" 9 3!$"3 9.1/2" -I -1° Figure 11. Heritage@ Woodgate (Frederick) 6 Nail Pattern AIL ZONE/ OMMON BOND ZONE WON BOND TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ Vintage@ Basic Wind Speed (Vuit): Phillipsburg) Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCT Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. 0- L llgmnc rxposure Nam. Z Notch 6° Fasteners Pk it 17.1l2" 1i L'ido-— -961, l WW Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) 4T Ew— TT Nel 1711r Figure 13. Heritage@ Vintage® 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. l j TAMKO BUILDING PRODUCTSCREj\ Asphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (Vint): Max. 194 mph Frederick & Joplin) Basic Wind Speed (Vard): Max. 150 mph Deck ( HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck ( Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: Min. slope: In accordance with FBC requirements. 2: 12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the - FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind t 5-1l8" exposure rn1 Figure 1 1» 5C A , Fastener C C /b„ Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) 3xposure TBP15001. 4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V„it): Phillipsburg) Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind hearer 5" exposure II Figure 1 9 Fastener r 5-1/2" Figure 2 rlgure s Figure 15. Vintage® Hip & Ridge (Phillipsburg) Start here 5" exposure TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. G•ENSF ' 2017.09.25 No 74021 11:31:41 04'00' 3 STATE OF :4/J P p?:•' S • ' R `• %01 e''S/NA Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. % _ 5/24/2018 Florida Building Code Online BCIS Home Log In i User Registration ' Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Unks ! Search ibrida 4 nfi3 Product Approval lY USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail D'3 FL # FL26335 Application Type New 1 Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904)696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.comJY@ Technical Representative Jim Horton Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 757-4200 jwhorton@semetals.com Quality Assurance Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville, FL 32218 904) 696-4687 jhkelsey@semetals.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVL Quality Assurance Entity Miami -Dade BCCO - QUA Quality Assurance Contract Expiration Date 09/20/2022 Validated By Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year TAS 100 HVHZ 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvF%2b4jUaeV2dAVoyRi92tlD7%2bn2TOVfuwEDn%2b%2fONkD4bg%3d%3d 5/24/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option C 02/13/2018 02/13/2018 02/20/2018 FL # Model, Number or Name Description 26335.1 Aluminum Ridge Vent (RV 10) Aluminum Ridge Vent (RV 10) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26335 RO II 17060903 Aluminum Ridge Vent RV 10.pdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Wind Driven rain resistant TAS 100 FL26335 RO AE 17060903 Aluminum Ridge Vent RV 10.pdf 26335.2 Tile Weather Vent Off Ridge Vent for tile roofing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26335 RO 11 14091609 Tile Off Ridge Weather Vent.pd Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Wind driven rain resistant TAS 100 FL26335 RO AE 14091609 Tile Off Ridge Weather Vent.pdf 26335.3 Weather Vent (Off Ridge) Off Ridge Vent for shingle roofing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26335 RO II 13081408 Weather Vent.pdf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Wind Driven rain resistance TAS 100 FL26335 RO AE 13081408 Weather Vent.Rdf Sack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qogy_right 2007-2013 State of Florida.:: Erivagy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MM M"Irl-I ® eCheak M i L. Credit Card Safe https://www.florldabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvF%2b4jUaeV2dAVoyRi92tlD7%2bn2TOVfuwEDn%2b%2fONkD4bg°/a3d%3d MIAMI-DADE COUNTY MIAMI•DADE PRODUCT CONTROL SECTION MM 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 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 of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions Specifications Description Weather Vent Vent: 4-'/z" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: 15/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3'/z" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1-1/4" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 rtu rtNOAnE couNrr Expiration Date: 04/15/19 Approval Date: 01/23/14 _ Page 2 of 3 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: MIAMMADE COUNTY 1717TIVITM, ROOF FLANGE NAIL PLACEMENT O END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 MIAMI-DADE COUNTY MIAMI-PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 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 of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions Specifications Description Weather Vent Vent: 4-'h" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Azency Test Identifier Test Name/Revort Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: 15/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3'/2" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1-1/4" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 WMIAMMADECOUNTYM Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: MIAMI•DADE COUNTY DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 5/24/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F8C Staff BCIS Site Map Links i Search dbrida C -.;; .'' Product Approval i USER: Public User Product AQgEgy I Menu > Product or Application Search > Application List > Application Detail FL # FL10626-R13 M" { Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email GAF 1 Campus Drive Parisppany, NJ 07054 800)766-3411 mstieh@gaf.com Robert Nieminen lindar@nemoetc.com William Broussard 1 Campus Drive Parsippany, NJ 07054 800)766-3411 TechnicalQuestionsGAF@gaf.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/19/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10626 R13 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D6164 2011 ASTM D6757 2016 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By https://wwv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQY9nVE2RUHVOuwgULxCexQ2mWD1 MLugN%2bw%3d%3d 5/24/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/22/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 10626.1 I GAF Roof Underlayments Roofing Underlayments for use in sloped roof systems Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL10626 R13 II 2017 09 FINAL ER GAF UNDERLLkYMENTS FL10626- RR1 ,Rdf Impact Resistant: N/A Verified By: Robert Niemien 59166 Design Pressure: +N/A/--45.0 Other: 1.) The design pressure noted in this Created by Independent Third Party: Yes Evaluation Reports application relates to one particular underlayment system for use under foam -on tile systems. Refer to FL10626 R13 AE 2017 09 FINAL ER GAF UNDERLAYMENTS FL10626- R13.p-df ER Section 5.6.4 for details. 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpyright 2007-2013 State of Florida :: riv _ Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floddabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDgtBNbEY5V%2boQY9nVE2RUHVOuwgULxCexQ2mWDIMLugN%2bw%3d%3d 1 RINITY 1 ERD EVALUATION REPORT GAF 1Campus Drive Parsippany, N1 07054 800)766-3411 EXTERIOR RESEARCH 8t DESIGN, LLC. Certificate of Authorization ##9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 203)262-9245 Evaluation Report 01506.04.08-1113 FL10626-1113 Date of Issuance:04/25/2008 Revision 13: 09/22/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/22/2017. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i TRINITY; ERD - ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012 1507.11.2 Physical Properties ASTM D6164 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011 ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014 ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017 PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002 PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010 PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL (TST 1740) ASTM D6757 1ONK11990 05/18/2011 Miami -Dade (CER 1592) HVHZ compliance 14-0915.02 09/10/2015 Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017 ICC-ES (EVL2396) IBC compliance ESR-1322 01/01/2017 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (NC) 06/28/2017 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (GA) 05/19/2016 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (IN) 06/14/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adherine Underlayments: 4.1.1 Liberty"" SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.1.2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.3 UnderRoof"' HT High Temperature Leak Barrier is a polyester -mat -surfaced, fiberglass -reinforced, self - adhering SBS modified bitumen roof underlayment; meets ASTM D1970. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Evaluation Report 01506.04.08-1113 6 "EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R13 ' GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 2 of 9 TRINITY ERD 4.1.4 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch® Mineral Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.5 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated -mat -surfaced, fiberglass -reinforced, self - adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.2 Mechanically Fastened Underlayments: 4.2.1 VersaShield® Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or fire barrier; meets physical requirements of ASTM D6757. 4.3 Asphalt -Applied Underlayments: 4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. 4.3.2 Ruberoid® Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or. previous versions thereof, is/was used for permitting or design guidance unless'retained specifically for that purpose. 5.2 This.Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Foam -On Wood Slate or Underlayment Shingles Nail -On Tile Tile Metal Shakes & Simulated Shingles Slate VersaShield® Fire -Resistant Roof Deck Protection Yes No No No No No Liberty— SBS Self -Adhering Base/Ply Sheet Yes No No No No No StormGuard® Film Surfaced Leak Barrier Yes No No Yes No No UnderRoof" HT High Temperature Leak Barrier Yes No No Yes No No WeatherWatch® Mineral Surfaced Leak Barrier Yes No No No No No WeatherWatch® XT Mat Surfaced Leak Barrier Yes No No No No No Ruberoid® Mop Granule Yes Yes Yes No Yes Yes See 5.5.1 Ruberoid® Mop Granule FR Yes Yes Yes No Yes Yes See 5.5.1 Exterior Research and Design, I.I.C. Certificate ofAuthorization #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION GAF Roof Underlayments; (800) 766-3411 Evaluation Report 01506.04.08-1133 FL10626-1113 Revision 13: 09/22/2017 Page 3 of 9 TRIf IITY C ERD 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS) Adhesive Florida Product UnderlaymentsApproval Dow TileBond'" FL22525 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoofim HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41 primed plywood. Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to ASTM D41 primed structural concrete. 5.6.2 Bond to Mechanicallv Attached Base Laver: Liberty'" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to GAFGLAS® #80 Ultima'" Base Sheet or Ruberoid® 20 Smooth. 5.6.3 Bond to Other Substrate TvDes: ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6.4 Wind Resistance for Underlavment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 1 Maximum Design Pressure = -45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGLAS® #80 Ultima'm Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 9-inch D.C. at the 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance i— Performance. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-1133 Certificate ofAuthorization #9503 6' EDITION (2017) FBC NON-HVH2 EVALUATION FL10626-R13 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 4 of 9 2 3 5.6.4.1 5.7 5.8 TRINITY; ERD Maximum Design Pressure = -75 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGLAS® #80 UltimaTl° Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Maximum Design Pressure = -442.5 psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS FlexPly 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDl, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. Exposure Limitations: LibertyTM SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof m HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. VersaShield® Fire -Resistant Roof Deck Protection, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall not be left exposed for longer than 180-days after installation. Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE UMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Ruberoid® Mop Granule Flat Max. 10-tile stack 4:12 Flat Max. 6-tile stack (4 over 2) 5:12 Lugged Max. 10-tile stack 5:12 Ruberoid® Mop Granule FR Flat or Lugged Max. 6-tile stack (4 over 2) 5:12 Lugged IMax. 10-tile stack 4:12 Exterior Research and Design,LLC. Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION GAF Roof Underlayments; (800) 766-3411 Evaluation Report 01506.04.08-1113 FL10626-1113 Revision 13: 09/22/2017 Page 5 of 9 J TRINITY'. ERD 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Install self -adhering underlayments when ambient temperatures are minimum 45°F and rising. 6.4 All metal surfaces shall be primed with Matrix'"" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. 6.5 VersaShield® Fire -Resistant Roof Deck Protection: 6.5.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted. 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty` ' SBS Self - Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof m HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced or WeatherWatch® XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.6 LibertyTM' SBS Self -Adhering Base/Ply Sheet: 6.6.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6.2 The minimum and maximum roof slopes are %::12 and 6:12, respectively. Back -nailing is required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. 6.6.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood shall be primed with Matrix^" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at % to % gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to relax' for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix' 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R13 Certificate ojAuthorization #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION F1.10626-1113 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 6 of 9 i TRINITY (ERD 6.7 StormGuard® Film Surfaced Leak Barrier: 6.7.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.7.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. 6.7.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'"' 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6.8 UnderRoof' HT High Temperature Leak Barrier: 6.8.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.8.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back -nailing is required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 12" o.c. within 4-inch side laps. 6.8.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat® FlexSeali"^ Caulk Grade over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 3-feet apart. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, I.I.C. Certificate ofAuthori:ation #9503 6`" EDITION (2017) FBC NON-HVH2 EVALUATION GAF Roof Underlayments; (800) 766-3411 Evaluation Report 01506.04.08-R13 F1.10626-R13 Revision 13: 09/22/2017 Page 7 of 9 r ERDJTRINITYI 6.9 WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier: I 6.9.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.9.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.9.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" D.C. within 4-inch side laps. 6.9.4 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" D.C. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixTm 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.10 Ruberoid® Mop Granule; Ruberoid® Mop Granule FIR: 6.10.1 Ruberoid® Mop Granule or Ruberoid® Mop Granule FIR shall be installed in compliance with current GAF published installation requirements. 6.10.2 For use in tile applications, Ruberoid® Mop Granule or Ruberoid® Mop Granule FIR are for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 6.10.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.10.4 Consult GAF instructions regarding back -nailing requirements. 6.11 Tile Staging (Ruberoid® Mop Granule: Ruberoid® Mop Granule FR): 6.11.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and GAF published requirements for tile staging. 6.11.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process. Exterior Research and Design,LLC. Certificate ofAuthari:ation #9503 6r" EDITION (2017) FBC NON-HVH2 EVALUATION GAF Roof Underlayments; (800) 766-3411 Evaluation Report 01506.04.08-R13 FL10626-R13 Revision 13: 09/22/2017 Page 8 of 9 0 TRINITY # ERDf 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) Conover, NC ASTM D6757 VersaShield® Fire -Resistant Roof Deck Protection Mt. Vernon, IN ASTM D1970 Liberty- SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier North Branch, NJ ASTM D1970 UnderRoof ' HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier; WeatherWatch® XT Mat Surfaced Leak Barrier Savannah, GA ASTM D1970 StormGuard® Film Surfaced Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier ASTM D6164 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR 9. QUALITY ASSURANCE ENTITY: U L, LLC. — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R33 Certificate of Authorization #9503 6`"EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1113 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 9 of 9 TRINITY eERD EVALUATION REPORT GAF 1Campus Drive Parsippany, NJ 07054 800)766-3411 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 203) 262-9245 Evaluation Report 01506.04.08-1113 FL10626-1113 Date of Issuance: 04/25/2008 Revision 13: 09/22/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityl ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/22/2017. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012 1507.11.2 Physical Properties ASTM D6164 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011 ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014 ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017 PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002 PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010 PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL (TST 1740) ASTM D6757 1ONK11990 05/18/2011 Miami -Dade (CER 1592) HVHZ compliance 14-0915.02 09/10/2015 Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017 ICC-ES (EVL2396) IBC compliance ESR-1322 01/01/2017 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (NC) 06/28/2017 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (GA) 05/19/2016 UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (IN) 06/14/2017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 Libertr SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.1.2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.3 UnderRoofm HT High Temperature Leak Barrier is a polyester -mat -surfaced, fiberglass -reinforced, self - adhering SBS modified bitumen roof underlayment; meets ASTM D1970. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R33 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-1113 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 2 of 9 i TRINITYEERD f 4.1.4 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch® Mineral Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.5 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated -mat -surfaced, fiberglass -reinforced, self - adhering SBS modified bitumen roof underlayment; meets ASTM D1970. 4.2 Mechanically Fastened Underlayments: 4.2.1 VersaShield® Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or fire barrier; meets physical requirements of ASTM D6757. 4.3 Asphalt -Applied Underlayments: — 4.3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. j 4.3.2 Ruberoid® Mop Granule FIR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment; meets ASTM D6164. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Foam -On Wood Slate or Underlayment Shingles Nail -On Tile Tile Metal Shakes & Simulated Shingles Slate VersaShield® Fire -Resistant Roof Deck Protection Yes No No No No No Liberty- SBS Self -Adhering Base/Ply Sheet Yes No No No No No StormGuard® Film Surfaced Leak Barrier Yes No No Yes No No UnderRoof`' HT High Temperature Leak Barrier Yes No No Yes No No WeatherWatch® Mineral Surfaced Leak Barrier Yes No No No No No WeatherWatch® XT Mat Surfaced Leak Barrier Yes No No No No No Ruberoid® Mop Granule Yes Yes Yes No Yes Yes See 5.5.1 Ruberoid® Mop Granule FR Yes Yes Yes No Yes Yes See 5.5.1 Exterior Research and Design, LLC. Evaluation Report 01506.04.08-1133 Certificate of Authorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R13 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 3 of 9 TRINITY ? ERD 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Approval Underlayments Dow TileBond'"" FL22525 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Liberty'"' SBS Self -Adhering Base/Ply Sheet; 5tormGuard® Film Surfaced Leak Barrier; UnderRoofT" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41 primed plywood. Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to ASTM D41 primed structural concrete. 5.6.2 Bond to Mechanically Attached Base Laver: Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof'" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to GAFGLAS® #80 UltimaT1 Base Sheet or Ruberoid® 20 Smooth. 5.6.3 Bond to Other Substrate Tvpes: ASTM D41 primed metal (flashing metal, valley metal, etc.) 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 1 Maximum Design Pressure = -45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGLAS® #80 Ultimal" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 9-inch D.C. at the 4-inch wide side laps and 9-inch D.C. at two (2), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. t Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-1113 Certificate ojAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R23 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 4 of 9 ITRINI-rY ERD i 2 Maximum Design Pressure = -75 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Layer: GAFGLAS® #80 Ultimalm Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 8-inch D.C. at the 4-inch wide side laps and 8-inch D.C. at three (3), equally spaced, staggered center in the field of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 3 Maximum Design Pressure = -442.5 psf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Layer: GAFGLAS #75 ,Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base ,Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS FlexPly 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDi, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Liberty"' SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof m HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. VersaShield® Fire -Resistant Roof Deck Protection, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations RAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Ruberoid® Mop Granule Flat Max. 10-tile stack 4:12 Flat Max. 6-tile stack (4 over 2) 5:12 Lugged Max. 10-tile stack 5:12 Ruberoid® Mop Granule FR Flat or Lugged Max. 6-tile stack (4 over 2) 5:12 Lugged Max. 10-tile stack 4:12 Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-R33 Certificate ofAuthorizotion #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1113 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 5 of 9 QITRINITYIERD 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Install self -adhering underlayments when ambient temperatures are minimum 45°F and rising. 6.4 All metal surfaces shall be primed with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. 6.5 VersaShield® Fire -Resistant Roof Deck Protection: 6.5.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted. 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty" SBS Self - Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof m HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced or WeatherWatch® XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.6 LibertyTM' SBS Self -Adhering Base/Ply Sheet: 6.6.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6.2 The minimum and maximum roof slopes are %z:12 and 6:12, respectively. Back -nailing is required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" D.C. within 3-inch side laps. 6.6.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood shall be primed with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at Yz to % gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to relax' for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'" 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, LLC. Evaluation Report 01506.04.08-1113 Certificate of Authorization#9503 6'EDITION (2017) FBC NON-HVH2 EVALUATION FL10626-R13 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 6 of 9 I _ TRINrryERD I 6. 7 StormGuard® Film Surfaced Leak Barrier: 6. 7.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6. 7.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o. c. within 3-inch side laps. 6. 7.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" D.C. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixTM 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6. 8 UnderRoof" HT High Temperature Leak Barrier: 6. 8.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6. 8.2 The minimum and maximum roof slopes are 1:12 and 12:12, respectively. Back -nailing is required when slope is 4:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 12" D. C. within 4-inch side laps. 6. 8.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat® FlexSeaIT11 Caulk Grade over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 3-feet apart. Use a hand roller to firmly bond side and end laps. Exterior Research and Design, LLC. Certificate ofAuthorization #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION GAF Roof Underlayments; (800) 766-3411 Evaluation Report 01506.04.08-R33 FL10626- 1113 Revision 13: 09/22/2017 Page 7 of 9 i J TRINITY ERD 6.9 WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier: 6.9.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.9.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary. water barrier using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.9.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 4-inch side laps. 6.9.4 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'"' 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end - laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.10 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR: 6.10.1 Ruberoid® Mop Granule or Ruberoid® Mop Granule FR shall be installed in compliance with current GAF published installation requirements. 6.10.2 For use in tile applications, Ruberoid® Mop Granule or Ruberoid® Mop Granule FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 6.10.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.10.4 Consult GAF instructions regarding back -nailing requirements. 6.11 Tile Staging (Ruberoid® Mop Granule; Ruberoid® Mop Granule FR): 6.11.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and GAF published requirements for tile staging. 6.11.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process. Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-1113 Certificate ofAuthari:atian #9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL10626-R13 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 8 of 9 TRINITY i ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) Conover, NC ASTM D6757 VersaShield® Fire -Resistant Roof Deck Protection Mt. Vernon, IN ASTM D1970 Liberty— SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier North Branch, NJ ASTM D1970 UnderRoof'" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier; WeatherWatch® XT Mat Surfaced Leak Barrier Savannah, GA ASTM D1970 StormGuard® Film Surfaced Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier ASTM D6164 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR 9. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.04.08-1113 CertificateofAuthorizaUon #9503 6`' EDITION (2017) FBC NON-HVH2 EVALUATION FL10626-R13 GAF Roof Underlayments; (800) 766-3411 Revision 13: 09/22/2017 Page 9 of 9