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HomeMy WebLinkAbout530 Palmetto AveCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r Application No: Documented Construction- Value: $ Job Address: 530 N Palmetto Ave, Sanford FL 34747 Hi4ioric District:. Yes No Parcel ID: Residential Commercial X Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Ground up Assisted Living Facility Plan Review Contact Person: Tom Hunt Phone: 407-361-5305 Fax: Title: VP Construction Email: tom@edcsg.com Property Owner Information Name Frank Ceraoli Phone: Street: 115 Timberlachen Circle Resident -of property? : No City, State Zip: Lake Mary FL 32746 Contractor Information Name Excelsior Development Co Street: 755 Rinehart Road Suite 200 City, State Zip: Lake Mary, FL 32746 Phone: 407-771-4442 Fax: State License No.: CGC038661 Architect/Engineer Information Name: Elite Universal LLC - Andrew Sechler Phone:. 407-325-3550 Street: 3210 S Osceola Ave Fax: City, St, Zip: Orlando, FL 32806 E-mail: andrew@eliteuniversal.net 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 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 and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 s o 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 infor be done in compliance with all applicable laws regulating cons c J_ W Signature of Owner/Agent Date Si ture of G n is accurate and that all work will and zoning. R n,L LL N_kor\ q_, Print Owner/Agent's Name Print Fontractor/Agent's Name 7(q -1. Date LORRi JONES Notary Public - State of Florida Commission # GG 005295 My Comm. Expires Jun 23, 2 220nnnpN Owner/ gent is ersonally own to Me or Produced ID Type of ID 7-rc-/-/7 YP'j ., LORRI JONES Notary Public - State of Florida Commission # GG '005295 My Comm. Expires Jun.23. 2020 n a )frATeff i -e o a Inown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 246 Occupancy Use: '- Flood Zone: Total Sq Ft of Bldg: 5'-? ,P G Mina Occupancy Load: # of Stories: New Construction: Electric - # of Amps B6G Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: ASTE WATER: FIRE: BUILDING:_ 1 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 5 2017 tug Application No: Documented Construction Value: G 9 9, DO Job Address: 530 N Palmetto Ave, Sanford FL 34747 is ' i rict: es No Parcel ID: Residential Commercial X Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Ground up Assisted Living Facility Plan Review Contact Person: Tom Hunt Title: VP Construction Phone: 407-361-5305 Fax: Name Frank Ceraoli Street: 115 Timberlachen Circle Email: tom@edcsg.com Property Owner Information Phone: City, State Zip: Lake Mary FL 32746 Resident of property? : Contractor Information Name Excelsior Development Co Phone: Street: 755 Rinehart Road Suite 200 City, State Zip: Lake Mary, FL 32746 Fax: 407-771-4442 act State License No.: CGC038661 Architect/Engineer Information Name: Elite Universal LLC - Andrew Sechler Street: 3210 S Osceola Ave City, St, Zip: Orlando, FL 32806 Bonding Company: Address: Phone:' 407-325-3550 Fax: E-mail: andrew@eliteuniversal.net 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 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 off application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application SD r O• * P ry. 197.53 x 120• _ 239641.2 f f 231703.6 lOY684.8 0• 129956.4 0• 0• 197.01 x 120• _ 23,641.2 0• 0• 239703.6 0• 23Y703.6 i 111.6 x 23Y703.6 0• 109713.6 2Y990• 0• 0• 111.6 x 96• _ 10Y713.6 0 0. 111.3 x 96• _ I 10g664•B 0 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 infor on is accurate and that all work will be done in compliance with all applicable laws regulating const cti and zoning. t R -0 ? Signature of Owner/Agent Date Sig ture of Contract / ent Date Print Owner/Agent's Name Print ontractor/Agent's Name 7 ( `7 Date ate LORRI JONES ; o.,av °e°;, LORRI JONES Notary Public - State of Florida _ r' :°. Notary Public - State ofJoeCommission # GG 005295 . Commission # GG 00 FOFFvd:•'• My Comm. Expires Jun 23, 2020 % 1• Ih,,,,,N• a,,a t,•o• My,Comm. Expires Jun. Owner/ gent is ersonally nown to Me or n a o e i -e nown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [Q Electrical ' Mechanical a Plumbinga Gasa Roof Q' Construction Type: 38 Occupancy Use: k — L.'J..+ to Flood Zone: Total Sq Ft of Bldg: 3 8' q nim Occupancy Load: y'S 3 # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures 2/0 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: .2— 7. /P70 COMMENTS: Revised: June 30, 2015 Permit Application r! Imp. rtantfoints For purposes of establishing the Permit Fee Multiplier, The BVD is not intended to apply to alterations or the estimated total annual construction value for a repair-repairs-toe_scope_of given time period (1 year) is the sum of each building's a alterations or repairs to an existing building varies so Are value (Grossa x SquareFoot -Construction -Cost)- greatly, the Square Foot Construction Costs table for that time period (e.g., 1 year). does not reflect accurate values for that purpose. The Square Foot Construction Cost does not include However, the Square Foot Construction Costs table the price of the land on which the building is built. The canbeusedtodeterminethecostofanadditionthatisSquareFootConstructionCosttakesintoaccountbasically a stand-alone building which happens to be everything from foundation work to the roof structure attachedtoanexistingbuilding. In the case of such and coverings but does not include the price of the additions, the only alterations to the existing building land. The cost of the land does not affect the cost of would involve the attachment of the addition to the related code enforcement activities and is not included existing building and the openings between the in the Square Foot Construction Cost. addition and the existing building. Square Foot Construction Costs a, b, Group ( 2015 lnternatronal Bwld ng Code) IA IB -" IIAIIIB IV WA VB A-1 Assembly, theaters, with stage 233.95 225.89 220.42 211.39 198.92 193.15 204.70 181.63 174.97 A-1 Assembly,. theaters, without stage 214.40 206.35 200.88 191.84 179.53 173.76 185.16 162.23 155.58 A-2 Assembly, nightclubs 182.86 177.56 173.06 166.05 156.54 152.22 1 160.22 141.73 136.94 A-2 Assembly, restaurants, bars, banquet hails 181.86 176.56 171.06 165.05 154.54 151.22 159.22 139.73 135.94 A-3 Assembly, churches 216.47 208.41 202.95 193.91 181.79 176.02 187.23 164.50 157.85 A-3 Assembly, general; community halls, libraries, museums 180. 57 172.51 166.04 158.00 144.89 140.11 151.32 127.59 121.94 A-4 Assembly, arenas 213.40 205.35 198.88 190.84 177.53 172.76 184.16 160.23 154.58 B Business 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48 E Educational 197.52 190.73 185.77 177.32 165.32 156.97 171.23 144.30 140.26 F-1 Factory and industrial, moderate hazard 111.86 106.71 100.58 96.68 86.77 82.81 92.61 72.75 68.09 F-2 Factory and industrial, low hazard 110.86 105.71 100.58 95.68 86.77 81.81 91.61 72.75 67.09 H-1 High Hazard, explosives 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 N.P. H234 High Hazard 104.68 99.53 94.40 89.50 80.80 75.84 85.43 66.78 61.12 H-5 HPM 186.69 179.79 173.86 165.19 150.70 145.02 158.70 132.31 126.48 1-1 Institutional, supervised environment 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 1-2 Institutional, hospitals 314.17 307.27 301.34 292.67 277.18 N.P.' 286.18 258.79 N.P. 1-2 Institutional; nursing homes 217.67 210.77 204.84 196.17 182.68 N.P. 189.68 164.29 N.P. 1-3 Institutional, restrained 212.42 205.52 199.59 190.92 177.93 171.25 184.43 159.54 151.71 1-4 Institutional, daycare facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 M Mercantile 136.25 130.95 125.45 119.44 109.43 106.11 113.60 94.63 90.83 R-1 Residential, hotels 189.35 182.99 177.74 170.33 156.80 152.58 170.42 140.62 136.29 R-2 Residential; multiple family 158.84 152.48 147.23 139.81 127.05 122.83 139.91 110.87 106.54 R-3 Residential, one- and two-family ° 148.17 144.14 140.42 136.90 131.89 128.41 134.60 123.40 116.15 R-4'. Residential, care/assisted living facilities 187.63 181.26 176.01 168.60 155.33 151.11 168.69 139.15 134.82 S-1 Storage, moderate hazard 103.68 98.53 92.40 88.50 78.80 74.84 84.43 64.78 60.12 S-2 Storage, low hazard 102.68 97.53 92.40 87.50 78.80 73.84 83.43 64.78 59.12 U Utility, miscellaneous 80.38 75:90 71.16 67.61 60.99 57.00 64.60 48.23 45.92 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. CITY OF SANFORD UILDING & FIRE.PREVENTION PERMIT, APPLICATION K j APP 11cat n No:. d O\/ Documented Construction Value: $, Job Address 530 N Palmetto Ave, Sanford FL 34747 Historic District: Yes No El Parcel ID: Residential Commercial RI F Type of Work: New Addition Alteration. Repair:Demo Change of Use Move El Description of Work: Ground up Assisted'Living Facilityifw Y Y iV 7 Plan Review Contact Person: Tom Hunt Title: ' VP Construction - Phone: 407-361-5305 Fax: Email: tom@edcsg.com Property'Owner Information Name Frank Ceraoli Phone: Street: 115 Timberlachen Circle Resident of property? : No City, State Zip• Lake. Mary FL, 32746 Contractor Information Name Excelsior Development Co Phone:' 407-771-4442 Street: 755 Rinehart Road Suite 200 Fax: City, State Zip: Lake Mary, FL 32746 State License No.: CGC038661 ArchitedtlEngineer Information Name: Elite Universal LLC - Andrew, Sechler Phone: 407-325-3550 Street: 3210 S Osceola Ave Fax: City, St, Zip: Orlando, FL 32806 E-mail: andrew@eliteuniversal.net Bonding. Company: Mortgage Lender: Address: Address: i WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTYc 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 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 and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 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 be done in compliance with -all applicable laws regulating ci Signature of Owner/Agent Date Sig, F(u'2 Qy:!,, O Q CoA k Print Owner/Agent's Name LORRI JONES Notary public - State of Florida Commission # GG 005295 My Comm. Expires Jun 23, 202( Produced ID " Type of ID 7 N i is accurate and that all work will and zoning. Print Contractor/Agent's Name 7 (c_ / 7 Date — e... dcst: 1 ._ ate o LORRI JONES r:. Notary Public - State of Florida Ate? Commission # GG 005295y G ` My Comm. Expires Jun.23, 2020w„eta to Me or n a o e 1 e o a nown 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZON G: A ? - 2q)3 UTILITIES: -WASTEWATER: ENGINEERING IRE: BUILDING: 77 COMMENTSk to construct a 120 bed Assisted Living Facility (maximum 124 bed per -zoning approval), subject to issuance of a demolition permit, coordination of the use of common infrastructure (ie. Site lighting, utilities, roads, etc.) during and after construction and paint colors that are consistent with the Land Development Regulations. - - - - Revised: June 30, 2015 Permit Application I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i rk h t`ila t t) . N Application No: / Documented Construction Value: $ 4, <f CO C) P() Job Address: 530 N Palmetto Ave, Sanford FL 34747 Historic District: Yes No Parcel ID: Residential Commercial X Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Ground up Assisted Living Facility Plan Review Contact Person: Tom Hunt Phone: 407-361-5305 Fax: Name Frank Ceraoli Street: 115 Timberlachen Circle Title: VP Construction Email: tom@edcsg.com Property Owner Information City, State Zip: Lake Mary FL 32746, Phone: Resident of property? : No Contractor Information Name Excelsior Development Co Phone: Street: 755 Rinehart Road Suite 200 Fax: City, State Zip: Lake Mary, FL 32746 407-771-4442 State License No.: CGC038661 Architect/Engineer Information Name: Elite Universal LLC - Andrew Sechler Phone: 407-325-3550 Street: 3210 S Osceola Ave Fax: City, St, Zip: Orlando, FL 32806 E-mail: andrew@eliteuniversal.net 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 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 and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 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 infor on is accurate and that all work will be done in compliance with all applicable laws regulating const cti and zoning. i - Signature of Owner/Agent Date Si tune of Contract / ent Date Print Owner/Agent's Name Print ontractor/Agent's Name A -7 ILI- f 7 Date ate LORRI JONES ; o;ar "e., LORRI JONES Notary Public - State of Florida • :? Notary Public - State of Florida Commission # GG 005295 ` Commission # GG 005295yo icy A oi a' MyComm. Expires Jun 23,2020o ltF`My Comm. Expires Jun 23,-2020 Owner/ gent is ersonally nown to Me or n a o e t e . o a nown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTEWATER: l BUILDING: Revised: June 30, 2015 Permit Application I 0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION No: Dca-1 7, Application Documented Construction Value: $ 4 O, dV./ Q ©3 T Job Address: 530 N Palmetto Ave, Sanford FL 34747 Historic District: Yes No Parcel ID: Residential Commercial X Type of Work: New Addition Alteration Repair Demo Change of Use Move , Description of Work: Ground up Assisted Living Facility' D Plan Review Contact Person: Tom Hunt Title: VP Construction Phone: 407-361-5305 Fax: Email: tom@edcsg.com Property Owner Information Name Frank Ceraoli Phone: Street: 115 Timberlachen Circle Resident of property? : No City, State Zip: Lake Mary FL 32746 Contractor Information Name Excelsior Development Co' Phone: 407-771-4442 Street. 755 Rinehart Road Suite 200 Fax: City, State Zip: Lake Mary, FL 32746 State License No.: CGC038661 Architect/Engineer Information Name: Elite Universal LLC - Andrew Sechler Phone: 407-325-3550 Street: 3210 S Osceola Ave Fax: City, St, Zip: Orlando, FL 32806 E-mail: andrew@eliteuniversal.net 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 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 and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 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 infor 'on is accurate and that all work will be done:in compliance with all applicable laws regula7z;ent d zoning. Signature of Owner/Agent Date Date Ra n1!" C. 1? _cooa L/ Lem Print Owner/Agent's Name Print ontractor/Agent's Name Iq al A' I a - Date ate ac, N" "0;: = LOfiRI JONEJ23.2O20 oM.4W, aY °e,., I ORHI JONES Notary Public - State : Notary Public - State of FloridaCommission # GG Commission # GG'005295F.My Comm. Expires JuMy Comm. Expires Jun.23, 2020 Owner/ gent is ersonn to Me or n a o e 1 e o a nown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: /0-29-OWASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application INSPECTION SEQUENCE BP# 17-2836 ADDRESS: 530 N. Palmetto Avenue BUILDING,PERMIP Min . Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough Firewall Screw Pattern 70 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) 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) ELECTRICAL PERMIT' Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final PLUMBINGP R'MIT8. Min Max Inspection Description 20 Rough Plumb 10 Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT' r 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 INSPECTION SEQUENCE BP# 17-2836 ADDRESS: 530 N. Palmetto Avenue GASyPERMIT u r $ Min Max Ins ection Description Gas Underground Piping 10 Gas Rough -In 1000 Gas Final Medical Gas Rough -In Medical Gas Final LH®.QD SYSTEM PERMIT elm A w V, Min Max Ins ection Description 10 Hood System Rough Hood System Insulation 10 Light/Water Test Ck Welds 1000 Hood System Final ROOFING 511PE"RMIT Min Max Inspection Descri tion Roof Dry -In Final Roof REVISED: June 2014 i LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5/17/18 I hereby name and appoint: an agent of: Tom Hunt Excelsior Development Co Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): CK The specific permit and application for work located at: 530 Palmetto Ave Sanford FL Street Address) Expiration Date for This Limited Power of Attorney: 5/18/19 License Holder Name: State License Number; Signature of License F STATE OF FLORIDA COUNTY OF Seminole T ae Mnni-z-zi The foregoing instrument was acknowledged before me this 17 day of May 20018 , by Lee Munizzi who is N personally known to me or who has produced as identification and who did (did not) t e an oath. Osigate Lorri Wasman LORRI WASMAN Print or type nameNotaryPublic- State of Florida N ). Commission #GG 175696 My Comm. Expires Jun 23, 2020 Bonded through National Notary Assn, Rev. 08.12) Notary Public - State of FL Commission No.. _ 175696 My Commission Expires: 6/23/20 Key No. Permit No. tic 2 l NOTICE OF COMMENCEMENT THE UNDERSIGNED hemby,gives notice that`irnprovement will be Made to certain, andTin accorance with Chapter 713, Florida `State Statues, the following information is provided in this Notice of 2 6 Commencement. ( ^ Z .0 3 Lj L. VZ d t;d -' {i I 1. Description of Property: Parcel No.: _ f. O 12 ,-. g I: -IL_ i fF it.l a' t-« I- e 0 fl, i' '1 n t' i Legal description of and street address if, avai[able) i P . 2. General Description of Improvement: S 3. Owner information: Name:" K Address: a. I vi k C C h s..-C vV.L/ .city ,-fAjo [tY SlaI Zip Interest in Property: Fee Simple Name and Address of Fee Simple Titleholder (If other thar?.;owner)` A. Contractor. Name: Alan's; Roofing, Inc. Address / S' e ,rv-f _ i Gity _ p p yplSEt9. State Fl. Zip L L Phone No. _.-- j`ly "'.z/68 Fax No. T Surety., Name Amount of Bond: $ Address: City State _ _ Zip', Phone No. Fax No. Lender:-,Narrle, Address: City Slate _ zip ahone'"No: _ _ _ Fax NO:. 7. Persons within the State,of Florida designated by Qwner upon whom notices or oiher-documentsmay be served as provided by°Sectibn 713.13(1)(a)(7) Florida Statutes; Name; ., Address: Gity , State Zip Phone No. Fax No; _ 8„In ziddition to himself or, herse €, Owner designates N/A of To receive a copy of the Leinor's Notice -as provided in, Section 71.3;13(1)(b),.Florida Statutes. g.:Ezpiration date of Notice of Commencement (the expiration date is 1 year of recording unless a different date is, specified.) PAYING TINICE FOR IMPROVEMENTS TO YOUR PROPERTY: A NOTICE OF COMMENCEMENT MUST BE It CORDED AND POSTED' ON THE. JOB SITE' BEFORE THE FIRST:INSPEGTION. IF YOU INTEND TO OBTAIN FINANCING, GONSULTAMTN YOUR LENDER OR AN ATTORNEY BEFORE comMENCtN RK OR RECORDING YOUR NOTICE'OF"COMMENCEMENT, X Signature of: Owner:pr.;p.rnOr'a"Autnoncntf OK,eNo.rictw/Danner/MansO_¢r - :Signatery'S: Title%Q,KCe Sig tore RlQul d by same below by'x mark ••• State of or The forgoirWinWiJ, mentwas acknowledged before me this ;l ,day of f, 20_if' by A it/Yre h its 11L1 Printed; dame of person:acknowiedging), as W t for Type f authon e.g.:..ofrice tru3tee, attorney ui (act) (Name of party on behalf of who instrument was executea): Signature of Notary PAm /' Type or stamp Name of',Notary. Personalty known _,.-dRPrtmuced Identification Type of Identification Produced:' Verification pursuant to$ eatlon's2.525, Florida Statirtaa:"under Penalties of perjury. I declare that f have read the foregoing and that LAe facts stated in itaretruetothebestoowlisdgeandbelief. signature of Natural Person Signing AooYe- - TABITHA MCAUL Pub state of Floride-Notary Pttlic Commission f) GG i1680U My Commission Ezpir' yo July 18, "2021 L: GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S #.2018033374 BK 9o98 PO 1649; Opg)'E-RECORDED 03/W12018 10 12:10 AM 10.00 Not later than Three Hundred ( 300 ) calendar days from the date of commencement of the Work. t } By the following date: 3.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documeritsl if portions of the Work are to be completed prior to Substantial Completion of the entire Work, the Contractor shall achieve Substantial Completion of such portions by the following dates: Portion of Work Substantial Completion Date 3.3.3 If the Contractor fails to achieve Substantial Completion as provided in this Section 3.3, liquidated damages, if any, shall be assessed as set forth in Section 4.5. ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's perfof th ormancee. Contract. The Con' -tract Su'm shall beFive Million, E- i_ igHundr'ed'Thousand Dollars and Zero_Cents (,S_5.80Q00..00 ).- subject to additions and deductionsas provided in the Contract Documents. 4. 2-Altemates 4. 2.1_Alternates, if any, included in the Contract Sum: Item Price 4. 2.2 Subject to the conditions noted below, the following alternates may be accepted by the Owner following execution of this Agreement. Upon acceptance, the Owner shall issue a Modification to this Agreement. Insert below each alternate and the conditions that must be met for- the at-ner to accept the ultentute.) Item Price Conditions for Acceptance J, 4. 3 Allowances, if any, included in the Contract Sum: Idenitfv each alloitance.) Item Price 4. 4 Unit prices, if any: Identifithe item an(l state the unit price and quantity limitations, iJ'anl% to which the writ price 11W be applicable.) Item Units and Limitations Price per Unit ($0.00) 4.5 Liquidated damages, if any: Insert teens and conditions./at- liquidated damages, if agvt ) 4.6 Other: Insert provisions for bonus or- other- incentives, if anY, that might result in a change to the Contract Sum.) Init. AIA Document A101- - 2017. Copyright Q'1915. 1918, 1925. 1937, 1951, 1958. 1961, 1963, 1967, 1974. 1977. 1987, 1991, 1997. 2007 and 2017 by The American institute of Architects. All rights reserved. WARNING, This AIA' Document is protected by U,;S_ Copyfiyht law and International Treaties,. 3 Unauthorized reproduction or distribution of this AIA' Document. or any portion of it, may result in severe Civil and criminal penalli'es. and will be l prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 16:36:15 on 08/10/2017 under Order No.4888765213_ 1 which expires on 09/1012017. and is not for resale. User Notes: (1668110659) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS EXHIBITA INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement. Conditions of the Contract (General, Supplementary, and other Conditions), Drawings, Specifications; Addenda issued prior to execution of this Agreement, other documents listed in this Agreement, and Modifications issued after execution of this Agreement, all of which form the Contract; and are as fully a part of the' Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations. or agreements, either written or oral. An enumeration of the Contract Documents, other than a Modification, appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be: Check one of the folloiling boxes.) J The date of this Agreement. A date set forth in a notice to proceed issued by the Owner. Established as follows: hlsert a date or a me(vls to determine the date gfconlmencement of the, K'ork.) 15 days fi-om issuance of permit If a date ofcommencement of the Work is not selected, then the date ofcommencement shall be the date of this Agreement. 3.2 The Contract Time shall be measured from the date of commencement of the Work. 3.3 Substantial Completion 3.3.1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall achieve Substantial Completion of the entire Work: Check one of the jolloidrig boxes and complete the necessarl• information.) Init. AIA Document A101"- 2017. Copyright (D 1915, 1918. 1925, 1937. 1951, 1958. 1961, 1963, 1967, 1974. 1977, 1987, 1991, 1997, 2007 arid 2017 by file American Institute of Architects. All rights reserved. WARNING This AIA' Document is protected by U.S. Copyright Law and International Treaties., 2 Unauthorised reproduction or distribution of this A)A° Document,. or any portion of it, may result in severe cMI and criminal penalties, and wiIf be r., prosecuted to the maximum extent possible under the law,. This document was produced by AIA software at 16:36:15 on 08/10/2017 under Order No.4888765213_1 which expires on 0911012017, and is not for resale. user Notes: (1668110659) Documentf Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the 9 day of August in the year 2017 n fnords, indicate driv. month and ear) BETWEEN the Owner: iYarne, legal status, address and other hilirrmation) Marina isle Assisted Living, ED5. LLC. Frank Cerasoli 115 Timberlachen Ct #2001 Lake Mary, FL 32746 Telephone Number: 407-222-3700 and the Contractor: Nance, legal status, address and other information) Excelsior Development Co, Limited Liability Company 755 Rinehart Road Suite 200 Lake Mary, FL 32746 Telephone Number: 407-771-4442 Fax Number: 407-771-4552 for the following Project: Name, location and detailed description) Marina Isle 530 N Palmetto Ave Sanford, FL 32771 Assisted Living Facility, Ground up The Architect: Name. legal status, address and other information) Elite Universal, LLC 3210 S Osceola Ave Orlando, FL 32806 The Owner and Contractor agree as follows. ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion„ The author may also have revised the text of the original AIA standard form, An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of this document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has, important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. The parties should complete Al01 TM-2017, Exhibit A, Insurance and Bonds: contemporaneously with this Agreement. AIA Document A201 TM-2017, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document`is modified. AIA Document Awl - 2017, Copyright© 1915, 1918,-1925, 1937, 1951. 1958, 1961, 1463, 1967, 1974. 1977, 1987, 1991, 1997, 2007 and 2017 by TheInit. American Institute of Architects. All rights reserved. WARNING This AIA"` Document is protected by U,S,. Copyright Law and International Treaties, Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 16:36:15 on 08/10/2017 under Order No.4888765213-1 which expires on 09/10/2017, and is not, for resale. User Notes: (1668110659) Insert a percentage or• amount to he ltithheld as retainage from each ntpplication jor Pa} menr. The amount of retainage mar be limited hi• governing law) 10% 5.1.7.1.1 The following items are not subject to retainage: Insert amo items not subject to the 1lithholdiing of retainage. such as generalconditions insurance, etc.) 5. 1.7.2Reduction or limitation of retainage, if any, shall be as follows: If the retainage established in Section 5.1.7.1 is to be motlifed prior to Substantial Completion of the entire 11"ork, including mod{Tcations. jor Substantial Completion of portions of the (fork as provided in Section 3.3.2, insert provisions for such modifications.) 5. 1.7.3 Except as set forth in this Section 5.1.7.3, upon Substantial Completion of the Work, the Contractor may submit an Application for Payment that includes the retainage withheld from prior Applications for Payment pursuant to this Section 5. t.7. The Application for Payment submitted at Substantial Completion shall not include retainage as follows: Insert anY other conditions for release of retainage upon Substantial Completion) 5. 1.8 Except with the Owner's prior approval. the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. Paragraph deleted) 5. 2 Final Payment 5: 2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Oi%ner to the Contractor when Paragraph deleted) 1 a final Certificate for Payment has been issued by the Architect. 5. 2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect' s final Certificate for Payment, or as follows: 5. 3Interest Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. Insert rate of interest agreed upon, if ant.) 1. 5 % one and a half ARTICLE 6 DISPUTE RESOLUTION 6. 1 Initial Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Article 15 of Al-1 Document A201-2017, unless the parties appoint below another individual, not a party to this Agreement, to serve as the Initial Decision Maker. If the parties mutuall'v agree, insert the name, address and other contact it formation of the Initial Decision Afaker, if other than the .4 rchirect.) AIA Document A101 ^' — 2017. Copyright 0 1915.1918, 1925. 1937, 1951, 1958, 1961, 1963, 1967, '1974, 1977, 1987. 1991, 1997, 2007 and 2017 by The Init. American Institute of Architects. Ail rights reserved. WARNING. This AIA!' Document is protected by U:S, Copyright Law and International Treaties-, 5 UnauthorizedreproductionordistributionofthisAlk' Document, or any portion oHt, may result in severe civil and criminal penalties, and will be t prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 16:36:15 on 08/10/2017 under Order No. 4888765213 1 which expires on 09/10/2017, and is not for resale. User Notes: _ (1668110659) ARTICLE 5 PAYMENTS 5.1 Progress Payments 5.1.1 Based upon Applications for Payment submitted to the Owner by the Contractor and Certificates for Payment issued by the Owner, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: 5.1.3 Provided that an Application for Payment is received by the Contractor not later than the IOth day of a month, the Owner shall make payment of the amount certified to the Contractor not later than the last day of the same month. If an Application for Payment is received by the Owner after the application date fixed above, payment of the amount certified shall be made by the Owner not later than twenty-one ( 21 ) days after the Owner receives the Application for Payment. Federal, state or local dmta may require payment itdthin a certain periocl.gf time.) 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract "Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form, and supported by such data to substantiate its accuracy, as the Architect may require. This schedule of values shall, be- used as a, basis for reviewing the Contractor`s Applications for Payment. 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.1.6 In accordance with AIA Document A201T`L-2017. General Conditions of the Contract for Construction, and subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 5.1.6.1 The amount of each progress payment shall first include: 1 That portion of the Contract Sum properly allocable to completed Work; 2 That portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction, or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing, and 3 That portion of Construction Change Directives that the Architect determines, in the Architect?s professional judgment, to be reasonably justified. 5.1.6.2 The amount of each progress payment shall then be reduced by: 1 The aggregate of any amounts previously paid by the Owner; 2 The amount, if any. for Work that remains uncorrected and for which the Owner has previously withheld a Certificate for Payment as provided in Article 9 of AIA Document A20)-2017, 3 Any amount for which the Contractor does not intend to pay a Subcontractor or material supplier, unless the Work has been performed by others the Contractor intends to pay; 4 For Work performed or defects discovered since the last payment application, any amount for which the Owner may withhold payment, or nullify a Certificate of Payment in whole or in part, as provided in Article 9 of AIA Document A201-2017; and 5 Retainage withheld pursuant to Section 5.1.7. 5.1.7 Retainage 5.1.7.1 For each progress payment made prior to Substantial Completion of the Work, the Owner may withhold the following amount, as retainage, from the payment otherwise due: Init. AJA Document A101- — 2017. Copyright ®1915. 1918. 1925 1937, 1951, 1958. 1961. 1961 1967. 974.1977.1987.'i 991. 1997. 2007 and 2017 by The American lnstituteof Architects. All rights reserved. WARNING' This AIA' Document is protected by U,S,„Copyright Law and International Treaties: Unauthorized reproduction or distribution of this A!A'+ Document, or any portion of it, may result in severe evil and criminal penalties, and will be prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 16:36,15 on 08110/2017 under Order No.4888765213_1 which expires on 09f10/2017, and is not for resale. User Notes: (1668110659) 6.2 Binding Dispute Resolution For any Claim subject to, but not resolved by, mediation pursuant to Article 15 of AIA Document A201-2017, the method of binding dispute resolution shall be as follows: Check the appropriate box.) Arbitration pursuant to Section 15.4;of AIA Document A201--2017 X ) Litigation in a court of competent jurisdiction Other (Specifi) If the Owner and Contractor do not select a method of binding dispute resolution, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction. ARTICLE 7 TERMINATION OR SUSPENSION 7.1 The Contract may be terminated by the Owner or the Contractor 7.1.1 If the Contract is terminated for the Owner's convenience then the Owner shall pay the Contractor a termination fee as follows: Insert the amount of or method for determining, the (ce, i(ant, pigvahle to the Contr actor folloiting a termination fin- the Owner Is convenience.) Percentage of general conditions at the time of termination and any incurred costs Paragraph deleted) ARTICLE 8 MISCELLANEOUS PROVISIONS 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2017 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 8.2 The Owner's representative: Name, address, email a(hress, and other information) Frank Cerasoli 115 Timberlachen Ct #2001 Lake Mary, FL 32746 83 The Contractor's representative: Name. address, email address, aml other information) Lee Muni2zi 755 Rinehart Road Suite 200 Lake Mary, Fl. 32746 AiA Document A101- — 2017. Copyright tg 1915. 1918. 1925. 1937. 1951. 1958, 1961, 1963. 1967, 1974, 1977, 1987. 1991, 1997. 2007 and 2017 by TheInit. American Instituteof Architects. All rights reserved. WARNING This AIA`•' Document is protected by U.S, Copyright Law and International Treaties, 6UnauthorizedreproductionordistributionofthisAtA'-' Document. or any portion of it; may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law, This document was produced by AIA software at 16:36:15 on 0811012017 under Order No.4888765213_1 which expires on 09110/2017, and is not for resale. User Notes: (1668110659) 8.4 Neither the Owner's nor the Contractor's representative shall be changed without ten days' prior notice to the other party. 8.5 Insurance and Bonds 8.5.1 The Owner and the Contractor shall purchase and maintain insurance.,as set forth in AIA Document A 101 T"--2017, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum, Exhibit A. insurance and Bonds, and elsewhere in the Contract Documents. 8.5.2 The Contractor shall provide bonds as set forth in AIA Document A101T14-2017 Exhibit A, and elsewhere in the Contract Documents. 8.6 Notice in electronic format, pursuant to Article 1 of AIA Document A201-2017, may be given in accordance with AIA Document E203T"l-2013, Building information Modeling and Digital Data Exhibit, if completed, or as otherwise set forth below: IJ'other than in accordance Stith AIA Document E203--2013. insert requirements for delivering notice in electronic format such as name. title, and entail address of the recipient and whether and hots the scstent Hill he required to generate:: a read receipt for the transmission.) 8.7 Other'provisions: ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS 9.1 This Agreement is comprised of the following documents: 1 AIA Document AlolTm-2017, Standard Form of Agreement Between Owner and Contractor 2 AIA Document Alo)Tm-2017, Exhibit A, Insurance and Bonds 3 AIA Document A201Tm-2017, General Conditions of the Contract for Construction Paragraphs deleted) 5 Drawings Number Title 6 Specifications Section Title 7 Addenda, if any: Number Date Date Date Pages Pages Portions of Addenda relating to bidding or proposal requirements are not part of the Contract Documents unless the bidding or proposal requirements are also enumerated in this Article 9. 8 Other Exhibits: Check all hares that app4v and include appropriate igl6r7nation ident firing the evhihit where required.) Init. AIA Document A101 TM — 2017. Copyright ® 1915: 1918. 1925. 1937. 1951, 1958, 1961. 1963, 1967, 1974, 1977, 1987. 1991. 1997. 2007 and 2017 by The American Institute of Architects. Aft rights reserved. WARNING; This AIADocument is protected by U.,S., Copyright Law and International Treaties, 7 Unauthorized reproduction or distribution of this AIA'' Document. or any portion of it. may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law, This documentwas produced try AIA software at 16:36:15 on 08/10/2017 under Order No. 4888765213_1 which expires on 09/10/2017, and is not for resale. User Notes: (1668110659) AIA Document E204TM-2017, Sustainable Projects Exhibit, dated as indicated below: Insert the date of the E204-2017 incotporated into this Agreement.) The Sustainability Plan: Title Date Pages Supplementary and other Conditions of the Contract: Document Title Date Pages 9 Other documents, if any, listed below: List here anF additional documents that are intended 'to form parr of the Contract Documents. AL9 Document A201 T1.1-2017 provides that the advertisement or invitation to hid, lnsimetions to Bidders, sample folims. the Contractor's hid or proposal, porlions of Addenda relating to bidding or proposal requirements, and other ,information furnished hr the:0imer in anticipation of rece&ing bids or proposals: are, not part of the Contract Documents unless enunterated in this Agreement. Arm such documents should be listed here on1V if intended to be part of the Contract Doctinrents.) This Agreement entered..into as of the day and year first wait O ER (Signallov) Printed note and title) AIA Document A101- T017. Copyright ®1915, 1918, 1925, 1937. 1951. 1958. 1961. 1963, 1967, 1974, 1977, 1987, 1991, 1997, 2007 and 2017 by The Init. American Institute of Architects, Afl rights reserved. WARNING. T-fits AIA Document is protected by U.S, Copyright Law and international Treaties.. 8 '- Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result to severe civil and criminal penalties, and will be _ prosecuted to the maximum extent possible under the law, This document was produced by AIA software; at 16:36:15 on 08/1012017 under Order No.4888765213_1 which expires on 09/1012017. and is not for resale. User Notes: (1668110659) Under penalties of perjury; I declare that I have 'read the foregoing and that the facts stated in it are true to the best of my knowledge and, belief. Owner's Signatur I:/ Owner's Printed Name f ,,4 Florida Statute'713.13(1)(g): " The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead.' State of J { t &l County of _ \4'(1/,L n a(19 The foregoing instrument was acknowledged before me this ay of , 20 Who is personally known'to me ---'— Name of person making statement OR who has produced identification type of identification produced: o{"` °Le, LORRI JONES Notary Public State of Florida Commission # GG 005295 My Comm. Expires Jun 23,2020 Notary Signature Revision 0 F11 City of Sanford Response to Commen JAIL 0 5 2018 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 172836 Submittal Date January 4, 2018 Project Address: 530 N Palmetto Ave, Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 Email: and rew@eliteuniversal.net, brianna(@_edcsq.com Trades encompassed in revision: General description of revision: r. El Building S Plumbing V-.}e. V AA741K42J- El Electrical 11 Mechanical 11 Life Safety 11 Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water 1:1 Planning E i eer'ng F Prevention7eention. 0 Building 1-71\ A 7- 1 rA Revision y City of Sanford Response to Commen JAN 0 5 2018 Building & Fire Prevention Division Ph: 407.688.5150 Fax:.407.688.5152 Email: building@sanfordfl.gov Permit # r 172836 Submittal Date January 4, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact:Andrew Sechler, Brianna Rushforth /1r,-, Ph: 407-325-3550, 407-335-7193 Fax: 407-7714442 Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals El Utilities T'dQr J V Ila IJ Waste Water Planning Engineering Fire Prevention Building i Revision D Response to Comment Permit # 172836 JAN 0 ZUt City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date January 4, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 rp1 Rc? Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: General description of revision: r. Building Plumbing 04r -V Electrical Mechanical Life Safety I Waste Water ROUTING INFORMATION Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building Approvals ` t Revision Response to Comment City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.goy Permit # 172836 Submittal Date January 4, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 Email: andrew@eliteuniversal.net, brianna@edcsg.corr Trades encompassed in revision: Building i Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building fargap General description of revision: ROUTING INFORMATION Approvals 1,0 n-Z Revision L City of Sanford Response to Comm en JAN Ztl1 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 172836 Submittal Date January 4, 2018 Project Address: 530 N Palmetto Ave Sanford FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-7714442 Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: r. 04tr -w AA* -k'-K4&i_ &G'-, ROUTING INFORMATION Approvals LJLJ t l 7D i JAN 0 5 L_ BY: A- 1- 4-sion Response to Comments Permit # 172836 JAN 18 2018 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date January 17, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 O Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: General description of revision: 0 Building Plumbing of - Electrical Mechanical =---- G Life Safety _7XZ7 Waste Water ROUTING INFORMATION Department Approvals II El Utilities kVW A (, Waste Water p C-k W4 Planning Engineering Fire Prevention Building 3210 SOUTH OSCEOLA AVE N I EA L ORLANDO, FLORIDA 32806 LETTER OF TRANSMITTAL January 17, 2018 To: Brianna Rushforth, Hope Duncan, EDC Group, Inc. Re: Response to Building Department review Comments I "Marina Isle Assisted Living" Permit Number: 172836 To Whom It May Concern, The following drawings is a resubmittal to old, & new comments made by the Sanford Utilities Dept., Hope Duncan These drawings need to be taken to the Utilities Dept., Attn: Hope Duncan by your office/permit expeditor. UTILITIES DEPARTMENT Rick Blake 407-688-5101 richard.blake(a)sanfordfl.gov Hope Duncan 407-688-5512 hope.duncan(a sanfordfl.gov Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 p: 407.688.5000 ext 5512 Sincerely, ELITE UNIVERSAL, LLC. Andrew F. Sechler Principal in Charge Elite Universal, LLC 13210 S. Osceola Ave.; Orlando, FL 32806 1 P 407.325.3550 1 www.eliteuniversalarchitects.com Florida Architecture License AR016658 Revision JAN ?p Response to Comments ER Permit # 172836 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date January 17, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-7714442 Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: v ROUTING INFORMATION Department Approvals Utilities Waste Water 61e- Planning Engineering Fire Prevention Building E' f IN! III Tan "01VERSAL i 3210 SOUTH OSCEOLA AVE I ORLANDO, FLORIDA 32806 LETTER OF TRANSMITTAL January 17, 2018 To: Brianna Rushforth, Hope Duncan, EDC Group, Inc. Re: Response to Building Department review Comments I "Marina Isle Assisted Living" Permit Number: 172836 To Whom It May Concern, The following drawings is a resubmittal to old, & new comments made by the Sanford Utilities Dept., Hope Duncan These drawings need to be taken to the Utilities Dept., Attn: Hope Duncan by your office/permit expeditor. UTILITIES DEPARTMENT Rick Blake 407-688-5101 richard.blake0sanfordfl.4ov Hope Duncan 407-688-5512 hope.duncan@sanfordfl.aov Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 p: 407.688.5000 ext 5512 Sincerely, ELITE UNIVERSAL, LLC. Andrew F. Sechler Principal in Charge Elite>Universal, LLC 13210 S. Osceola Ave.; Orlando, FL 32806 1 P 407.325.3550 1 www.eliteuniversalarchitects.com Florida Architecture License AR016658 1 Revision JAN g 2018 City of Sanford Response to Comments 1Z Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 172836 Submittal Date January 17, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth 407-325-3550, 407-335-7193 407-771-4442Ph: Fax: Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals iJ Ror ision JAN 8 2018 City of Sanford Response to Comments ® Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 172836 Submittal Date January 17, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities kV11 (, Waste Water 4"-k""4 & I [-,?Z/t a Planning Engineering Fire Prevention Building C IVE AL 3210 SOUTH OSCEOLA AVE ORLANDO, FLORIDA 32806 LETTER OF TRANSMITTAL January 17, 2018 To: Brianna Rushforth, Hope Duncan, EDC Group, Inc. Re: Response to Building Department review Comments I "Marina Isle Assisted Living" Permit Number: 172836 To Whom It May Concern, The following drawings is a resubmittal to old, & new comments made by the Sanford Utilities Dept., Hope Duncan These drawings need to be taken to the Utilities Dept., Attn: Hope Duncan by your office/permit expeditor. UTILITIES DEPARTMENT Rick Blake 407-688-5101 richard.blake(aDsanfordfl.gov Hope Duncan 407-688-5512 hope.duncan(a)sanfordfl.gov Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 p: 407.688.5000 ext 5512 Sincerely, ELITE UNIVERSAL, LLC. Andrew F. Sechler Principal in Charge Elite Universal, LLC 1 3210 S. Osceola Ave.; Orlando, FL 32806 1 P 407.325.3550 1 www.eliteuniversalarchitects.com Florida Architecture License AR016658 Revision JAN 1 8 201a City of Sanford Response to Comments 13 Building & Fire Prevention D. sion y Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 172836 Submittal Date January 17, 2018 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 Email: andrew@eliteuniversal.net, brianna@edcsg.co Trades encompassed in revision: m Building Plumbing ofz:ww Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals`_ i Utilities p_ Waste Waterer Planning Engineering Fire Prevention 0 Building NIVERSAL 3210 SOUTH OSCEOLA AVEiORLANDO, FLORIDA 32806 LETTER OF TRANSMIT'TAL January 17, 2018 To: Brianna Rushforth, Hope Duncan, EDC Group, Inc. Re: Response to Building Department review Comments I "Marina Isle Assisted Living" Permit Number: 172836 To Whom It May Concern, The following drawings is a resubmittal to old, & new comments made by the Sanford Utilities Dept., Hope Duncan These drawings need to be taken to the Utilities Dept., Attn: Hope Duncan by your office/permit expeditor UTILITIES DEPARTMENT Rick Blake 407-688-5101 richard.blakeCa)sanfordfl.gov Hope Duncan 407-688-5512 hope.duncan(&sanfordfl.gov Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 p: 407.688.5000 ext 5512 Sincerely, ELITE UNIVERSAL, LLC. Andrew F. Sechler Principal in Charge Elite Universal, LLC 13210 S. Osceola Ave.; Orlando, FL 32806 1 P 407.325.3550 1 www.eliteuniversalarchitects.com Florida Architecture License AR016658 Trades encompassed in revision: Building Revision l Response to Commets.1 \ e.2011 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 172836 Submittal Date December 14, 2017' Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 Email: a_ndrew@eliteuniversal.net, brianna edcsaxom General description of revision: D Plumbing Electrical Mechanical Life Safety Waste Water t Utilities , Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals o i Revision Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 172836 Submittal Date December 14, 2017 Project Address: 530 N Palmetto Ave. Sanford, FL 32771 Contact: Andrew Sechler, Brianna Rushforth Ph: 407-325-3550, 407-335-7193 Fax: 407-771-4442 Email: andrew@eliteuniversal.net, brianna@edcsg.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Revision 0 City of Sanford Response-to-Cornment§P-- Building-&-Fir-e-Pr-evention-Division JAN 1 g 2Uld Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit# Submittal Date Project Address: D r-1— Contact: 10M Ph: ri IF, Fax:- /W --1-7 ZiL452-- Email: . ± aq!! eAc-5!, -cc., Dn VTradesencompassedinrevision: General description of revision: 16 Building 1,7)OAG( 4±?, C--2t-ml (A 194lumbing 19" E'lectrical 1 V Ii/ Mechanical 11 Life Safety 11 Waste Water Department VUtilities aste Water 11 Planning El Engineering ire Prevention XBuilding ROUTING INFORMATION Approvals 0 AD Revision , City of Sanford Response-to-Comment E p r Building-& Fir-e-Prevention Division- JAN 1 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 2 Submittal Date Project Address: i' -! 1 '`( A\Je; Contact: 0Vln f Ph: 5-;W!- Fax: G10 ' 1-7 vl Iq 5 Email: eAc-59 'COY) Trades encompassed in revision: General description of revision: 03-tuilding ,wnS< -iz, 13-'Plumbing Electrical C/Mechanical Life Safety Waste Water ROUTING INFORMATION Department Utilities aste Water Planning Engineering ire Prevention Building Approvals V 0-, 04") Revision City of Sanford Response to_Commen-n Building-&.Fire-Pr-evention-Division JAN 1 Ph: 407.688.5150 fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date 1 w Project Address: • i'-j 1'`-J , ( - Contact: 0 M (r Ph: L%(% % - Fax: LI 0-1 -7 ' - ` i Z. 5 - Email: S P •Gc Trades encompassed in revision: General description of revision: f! z551, r=11 D wilding wnSC .'Il 14-'Plumbing 19"Electrical t 1 [f l/Mechanical 11 Life Safety Waste Water ROUTING INFORMATION Department Utilities Waste Water Planning Engineering ire Prevention Building Approvals Revision Response to Commen City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date 1 w Project Address: -r `-r-c y AfC7t2 p Contact: '9.yy\ Ph: 'J ?V— 53;0 Fax: G' _ -1 ' ' `ly 52, Email:SQ Trades encompassed in revision: O?tuilding CI -'Plumbing Electrical dxMechanical Life Safety Waste Water Department kflu" tilities i"Waste Water Planning Engineering ire Prevention Building General description of revision: C061 ROUTING INFORMATION Approvals Revision Permit # -7 2 JAN 1 1 2t)lcs Submittal Date l - (1 r e City of Sanford uilding-& Fir-e-Pr-evention-Division — Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Project Address: tU N Contact: AIM Ph: 5 Fax: GI . -1 -7 1 ' `I z 5, Email: . Sg 'CZVY) Trades encompassed in revision: Ol'building 19--Plumbing 19"Electrical C/Mechanical Life Safety Waste Water Department Utilities aste Water Planning Engineering ire Prevention Building General description of revision: kI ROUTING INFORMATION Approvals V Revision _ Response to Commen FEB - 5 2018 Permit # Submittal Date Project Address:r-`— Contact: &3D, iC ei, ,rat Ph: 7 " 5 Z5 _ 3 j C7 Fax: Email:e (,-kc' v-N errr,.(. e Trades encompassed in revision: 10-Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building City of Sanford Building &Fire Prevention Division Ph: 407.688.5150 Fax: 407688.5152 Email: building@sanfordfl.gov General description of revision: it'Ti f C,rr l %l\)f 4i; 2t" l4n( a,ll 2 y S•r ,` p F C JZOC l..)ZA L —1 E-{ L Sf--G f.i •k.(L C%!_J 1.."r•r I DJ=E -- MVOD ROUTING INFORMATION Approvals AIAsc== Document A101 TM 017 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the 9 day of August in the year2017 lit lsordss indicate date. Month and vear.) BETWEEN the Owner: Name.+ legal stators, address and other irijirmarion) Marina Isle Assisted Living, ED5. LLC Frank Cerasoli 115 TimberlachenCt #2001 Lake Mary, FL 32746 . Telephone Number: 407-222-3700 and the Contractor: Nairir e; legal status, address and.uiher infurirnation) Excelsior Development Co. Limited Liability Company 7, 55 Rinehart. Road Suite 200 Lake Mary, FL 32746 Telephone Number: 407-771-4442 Fax Number:407-771-4552 for the following Project: Name, location and detailed description) Marina Isle 530: N Palmetto Ave Sanford, FL 32771 Assisted Living Facility, Ground up The Architect: tXanre: legal status: address and wheriflfornration) Elite Universal, LLC 3210' S Osceola Ave Orlando, FL 32806 The Owner and Contractor agree as follows. ADDITIONS AND DELETIONS: The author of this document has added information needed for its completion. The author: may also have revised the text of the original AIA standard form. An Additions and Deletions Report that notes: added information as well as revisions to the standard form text is available from the author and should be reviewed. A vertical line in the left margin of.this.document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has imponant,legal consequences. Consultation with an attorney is encouraged with respect to its completion%or modification. The parties should complete At01-- 2617, Exhibit A, Insurance and Bonds, contemporaneously with this Agreement. AIA Document A201 r"-2017, General Conditions of the Contract for Construction, is adopted in this document by reference. Do not use with other general conditions unless this document`is modified, AIA Document A101— - 2017. Copyright m 1915. 1018. 1925. 1937. 1951, 1958. 1961. 1963, 1967, 1974. 1977, 1987. 1991, 1997. 2007 and 2017 by The Init. American Institute of Architects. All rights reserved. WARNING; This AIA' Document is protected by U.5, Copyright Law and International Treaties 1 Unauthorized reproduction or distribution of this A)A"='- Document, or any portion of it, may result in severe civil and -criminal-penalties: -and will. be. 1.' prosecuted to the maximum extent possible under the law,. This document was produced by AlA software at 16:36:15 on 08/10/2017 under Order No 4888765213_1 which expires on 09/10/2017. and is not forresale. user Notes: (1668110659) TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF' COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUSPROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS EXHIBIT A INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement. Conditions of the Contract (General, Supplementary, and other Conditions), Drawings, Specifications; Addenda issued prior to execution of this Agreement, other documents listed in this Agreement. and Modifications issued after execution of this Agreement, all of which form the Contract. and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations, or agreements, either written or oral. An enumerations of the Contract Documents, other than a Modification. appears in Article 9: ARTICLE 2 THE WORK OF THIS> CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except as specifically indicated in the Contract -Documents to be the responsibility of others_, ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3. 1 The date of commencement of the Work shall; be: Check one of the (allowing boxes:) j The date of this Agreement. j A date set forth in notice to proceed issued by the Owner. j Established as f illow: Insert a elate or « means to tlerermine the date ±of commencement of the Work.) 15 days from issuance of permit If a date ofcommencement of the Work is not selected, then the date of commencement shall be the date of this Agreement. 3. 2 The Contract,Time shall be measured from the date of commencement of the Work. 3.3 Substantial Completion 3.3. 1 Subject to adjustments of the Contract Time as provided in the Contract Documents, the Contractor shall achieve Substantial Completion of the entire'Work: Check one of the following bates and complete the necessary infolwiation.) Intl. A) A Document At01 ^' — 2017. Copyright 6 191 5. 1918: 1925, 1937. 1951, 1958, 1961, 1963, 1967, 1974, 1977 1987, 199i, 1997, 2007 and 2017'by The American Insbttle of Architects. AJI rights reserved. WARNING; This AlA' Document is protected by U.S. Copyright Law and International Treaties, 2 Unauthorized reproductionordstributionofthisAW` Document„or any portion of N. may resultin severe civil and. criminal :penalties, and will be -- l; prosecuted to the maximum extent possible under the law This document was produced byAIA software at 16:36:15`on 0811012017 under Order No.4888765213_1 wttich expires on 09/ 10/2017. and is'nol for resale'. User Notes: (1668.110659) Not later than Three Hundred ( 300 ) calendar days from the date of commencement of the Work. By the following date: 3.3.2 Subject to adjustments of the Contract Time as provided in the Contract Documents. if portions of the Work are to be completed prior to Substantial Completion of the entire Work, the Contractor shall achieveSubstantial Completion of such portions by the following dates: Portion of Worst Substantial Completion Date 3. 3.3 if the Contractor fails to achieve Substantial Completion as provided in this Section 3.3, liquidated, damages, if any, shall be assessed as forth in Section 4.5. ARTICLE 4 CONTRACT SUM 4. 1 The Owner shall pay the'Contractor the Contract Sum in current funds for the CCeroCents($5,80Q(10.00.). erformance of the Contract. The Contract Sum shall be Five Million. Eight Hundred Thousand Dollars and subject to additions and deductions as provided in the Contract Documents. r 4. 2 Alternates 4. 2.1 Alterriatesr if any. included in the Contract Sum: Item Price 4. 2.2 Subject tothe conditions noted below, the following alternates may be accepted by the Owner following execution of this %Agreement. Upon' acceptance, the Owner shall issue a Modification to this Agreement: Insert below each abovate cord the conditions that must be met for the Owner to accept the alten7rate.) Item ' Price Conditions for Acceptance 4. 3 Allowances, ,if any, included in the Contract Sum: dent fv each allorance.) Item Price 4. 4 Unit prices, if any: Irlchti the item ;and stare the unit pricee and yttatttity limitations, iJ"ant•. to which the writ Brice rail/ be applicable.) Item Units and Limitations Price per Unit ($0 00). 4. 5 Liquidated damages, if any: Insert terms and conditions for liquidated damages, if ant':) 4. 6 Other. Insert proyisionsforhotas or other incentives, ifanY, that might result in a change to.the Contract Sum.) A! A Document A101- 2017. Copyright ® 1915. 1918, 1925. 1937. 1951, 1958. 1961. 1963, 1967. 1974, 1977, 1987. 1991. 1997, 2007 and 2017.-by The Init.. American Institute of Architects. All rights reserved. VJARNING, This AIA'Document is protected by U,S.. Copyright Law and International Treaties. Unauthorized. reproduction or distribution of this AW' Document, or any portion of it, may result in severe civil and: criminal.penalties, and will be 3, 11; prosecuted to the maximum extent possible under,the law, This document was produced by AIA software at 16:36:15 on 08/10/2017 under Order No; 4888765213_1 which expires on 09110t2017. and is not to( resale. User Notes: (166811D659) ARTICLE 5 PAYMENTS 5.1 Progress Payments 5A.1 Based upon Applications for Payment submitted to the Owner by the Contractor and Certificates for Payment issued by the Owner. the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere, in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month endingon the last day of the month, or as follows: 5. 1'.3`Provided that;an:Application for. Payment is received` by the Contractor not later than the loth day of a month,' the Owner shall make payment of the amount certified to the Contractor not later than the last 'day of the same month: If an Application for Payment is received by the Owner after the application date fixed above, payment of the amount certified shall be made by the Owner riot later than twenty-one ( 21 ) days after the Owner receives the Application' for Payment. Federal, state or local latt3 marreyuire pdrment within a certain per'iod,gf fine.) 5. 1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form, and supported by' such data to substantiate its accuracy, as the Architect may require. This schedule of values shall be used as. a. basis for reviewing the Contractor`s Applications for Payment. 5. 1.5 Applications, for Payment shall show the percentage of completion of each portion of the Work asof the end` of the, period covered by the Application for Payment. 5.1. 6 In accordance with AIA Document A201 rw-2017, 'General Conditions of the Contract for Construction, and subject to: other' provisions of the Contract Documents, the amount of each progress payment shall be computed' as follows: 51. 61 The amount of each progress payment shall first include` 1 That portion of the Contract Sum properly allocable to completed Work: 2 That portion of the Contract Sum properly allocable to materials and equipment delivered' and suitably stored at the site for subsequent incorporation inahe completed construction, or,, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in, writing; and 3 That portion of Construction Change Directives that the Architect determines in the Architect's professional judgment, to be reasonably justified, 5.1. 6.2 The amountW each progress payment shall then be reduced by 1 The aggregate of any amounts previously paid by the Owner: 2 The amount, if any. for Work that remains uncorrected and for which the Owner has previously withheld a Certificate for Payment as provided'in Article 9 of AIA Document A201 2017; 3 Any amount for which the Contractor does not intend to pay a :Subcontractor or material supplier, unless the Work has been performed by others the Contractor intends ,to°pay; 4 For Work performed or defects discovered since the last payment application, any amount for which the Owner may withhold payment, or nullify a"Certificate of Payment in whole or in pan, as provided in Article 9 of AIA Document A201-2017; and 5 Retainage withheld pursuant to Section 5.1.7. 5.1. 7 Retainage 5.1. 7.1 For each progress payment made prior to Substantial Completion of the Work. the Owner may withhold the following amount, as retainage, from the payment otherwise due Init. AIA _ Document A101- — 2017. Copyright ®1915, 1918. 1925, 1937.1951. 1958. 1961. 1963. 1967,1974.1977.1987,199i,1997, 2007 and 2017 by The Americanlnstitute of Architects. All rights reserved. WARNING. This AIA'' Document is protected by U,S,Copyright law and International Treaties.. 4 Unauthorized reproduction or distribution of this AIA" Document:: orany portion of it, may result in severe civil and criminal.. penalties, and wiil be - prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 16.3615'on 0811012017 under Order No.4888765213_1 which expires on 09110/2017. and is not for resale. User Notes: (1668110659) O sert 6percentage or amount; to be ititltheld as retainage from each Applic•utionfior Payment. The amount of retainage mat• be limited hi' governing lain) 10% 5.1.71.1 The following. items are not subject to retainage: Insert'ant= items not subject to the uithholding of retainage. such as general conditions. insurance, etc.) 5.1.7.2'Reduction or limitation of retainage,. if any, shall be as 'follows: Ifthe retainage established in Section 5.1.7.1 is to he modified prior to Substantial Completion of the entire Work, including modifcations for Stibstantial Completion ofportions of the Bork as provided in Section 3.3.2, insert prows ions for such modifications.) 5.1.7.3 Excepras set.forth in this Section 5.1.7.3, upon. Substantial Completion of the Work, the Contractor may submit an Application for Payment;that includes the retainage withheld from prior Applications for Payment pursuant to this Section 5:1.7. The Application for Payment submitted at Substantial Completion shall not include retainage as follows: Insert arr)l other conditions for -release of retainage upon Subsmntial Completion,) 5.1.8 Except with,the Owner's prior approval. the Contractor shall not make advance payments to suppliers for materials or equipment which have hot been delivered and stored at the site. Paragraph deleted) 5.2 Final Payment 5.2.1 Final payment; constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when Paragraph deleted) 1 a final Certificate for Payment has been issued by the Architect. 5.2.2 The.Owner's'final payment to the Contractor shall be made no later than 30'days after the issuance of the Architect's final Certificate for Payment, or as follows: 5.3Interest Payments due and.unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located: Insert rate of hi(erest agreed upon. if anti-. j 1.5 % one and a half ARTICLE 6 DISPUTE RESOLUTION 6.11nibal Decision Maker The Architect will serve as the Initial Decision Maker pursuant to Article 15 of AIA Document A201-2017, unless the parties appoint below another individual. not a party to this Agreement, to serve as the initial Decision Maker: If the parties miauall t• agree: insert the name.: address and other confact information of the Initial Decision Maker. if other, than the Architec.). AIA Document A101- - 2017. Copyright ® 1915. 1918. 1925, 1937. 1951. 1958. 1961. 1963. 1967. 1974, 1977, 1987, 1991. 1997, 2007 and 2017 by Thenit. American tnstitute of Architects. All rights reserved. WARNING° This AIA' Document is protected by U.S, Copyright Law and International Treaties; r. Unauthorized reproduction or distribution of this AIA Document, or any portion of it.. may result in severe civil and criminal penalties, and will be 5 prosecuted to the maximum extent possible under the law. This document was produced by AIA'software at 16:36:15 on 08n1012017 under Order No.4888765213_I which expires on 09/10/2017. and is not for resale. User Notes: (1668110659) 62 Binding Dispute Resolution For any Claim subject to„ but not resolved by, mediation pursuant to Article 15,of AIA Document A201-2017, the method of binding dispute resolution shall be as follows: Check the appropriate.hox.) Arbitration, pursuant to Section 15.4of AIA Document A201-2017 j X I Litigation in a court of competent jurisdiction Other ( Specifi) If. the.Owner and Contractor do not select'a method of binding dispute resolution, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court. of. competent jurisdiction. ARTICLE 7 TERMINATION OR SUSPENSION 7. 1 The Contract maybe terminated by the Owner or the Contractor 7. 1.1 If the Contract is terminated for the Owner's convenience then the Owner shall pay the Contractors termination fee as follows: Insert the amount of, or methoil for determining, the fee, if stir„ pat ahle to the Cauractor follgts4/1g a termination Jar the (As•ner's convenience.) Percentage of general conditions at the time of termination and any incurred costs Paragraph tleletetl) ARTICLE 8 MISCELLANEOUS PROVISIONS 8. 1 Where reference is made in'this Agreement to a provision of AIA Document A201-2017 or another Contract Document; , the reference refers to that provision as amended or supplemented by other provisions of the Contract, Documents. 81 The Owner's representative: Name, atldr•ess; email sa(klress, uml other information) Frank Cerasoli 115 Timberlachen Ct 42001 Lake Mary, FL 32746 8. 3 The Contractor's representative: Name, address. email address, and other information) Lee Munizzi 755 Rinehart Road Suite 200 Lake Mary; FL 32746 AIA Document A101 ^'-2017. Copyright C 1915. 1918.1925, 1937, 1951, 1958, 1961, 1963. 1967, 1974, 1977, 1987, 1991, 1997. 2007and 2017 by The Init. American Instituteof Architects. An rights reserved. WARNING; This AIA Document is protected by U 5 Copyright Law and inlernationat Treaties. Unauthorized reproduction or distribution ofthis.AIA Document. or any portion of it, may result in severe civil and criminal penalties, and will be 6= if prosecuted to the maximum extent possible under the law This 'document was produced by AIA software at 16:36:15 on 0811012017under Order No.4888765213_1 whItch expires on 09110r2017, and is not for resale. user Notes: (1666110659) 8A Neither the Owner's nor the Contractor's representative shall be changed without ten days' priornoticeto the other party. 8. 5`Insurance and Bonds 8. 51'The Owner and the Contractor shall purchase and maintain insurance asset forth in AIA Document A 101T--2017, Standard Form of Agreement Between ,Owner and Contractor where the basis; of payment is a Stipulated Sum, Exhibit A;- insurance and Bonds, and elsewhere in the Contract Documents. 8. 5.2 The Contractor shall provide bonds as set.forth in AIA Document AIOiTM-2017 Exhibit A, and elsewhere in the Contract Documents. 8: 6 Notice in electronic' format, pursuant to Article 1 of AIA Document A201-2017, may be given in accordance with AIA Document E203T'"-2013, Building Information Modeling and Digital Data Exhibit, if completed, or as otherwise set forth below: If other than, in accordance-ttith AIA Llm-irmeni E203-2013. inserT requiremenis jor delivering notice in electronic format such as name. title. and email address of the recipient and whether and hot- the s•stenr still be required to generate: a rend receipt%r;the transmission.) 8. 7 Otherprovisions: ARTICLE 9 ENUMERATION OF CONTRACTDOCUMENTS 9.1 This Agreement is comprised of the fcillwAing.documents: 1 AIA Document AIOIT^1-2017, Standard Form of Agreement Between Owner and Contractor 2 AiA Document A101TM-2017, Exhibit A, Insurance and Bonds 3 AIA Document A20iTM-2017, General Conditions of the Contract for Construction Paragraphs deleted) 5 Drawings Number Title Date 6 Specifications Section Title Date Pages 7 Addenda, if any: Number Date Pages Portions of Addenda relating.to bidding or proposal requirements are not part of the Contract Documents unless the bidding or proposal requirements are also enumerated in this Article 9. 8 Other Exhibits: Check all holes that apply and include appropriate inloimation ideir filing the exhibit. where required.) AJA Document A101 ^' — 2017. Copyright 0 1915. 1918. 1925. 1937, 1951, 1958, 1961. 1963. 1967, 1974, 1977, 1987, 1991. 1997, 2007 and 2017 by The Init. AmericanInstituteofArchitects. All rights reserved. WARNING: This AW" Document is protected by U S,.Copyright Law and International Treaties,. Unauthorizedreproductionor distribution of this A)A`` Document. or. any. portion of it. may result in severe civil and criminal penalties. and will be prosecuted to the maximum extent possible under the law, This documentwas produced by AIA software at 16:36:15 on 08/10/2017 under Order No.4888765213_1 which expires on 09/10/2017, and is not for resale. User Notes: (1668110659) AlA Document E204Tm-20I7, Sustainable Projects Exhibit; dated as indicated below: Insert the date of the E204-2017'incoporated into this Agreement.) j The Sustainability Plan: Title Date Pages Supplementary and other. Conditions of the Contract: Docurnent; Title Date Pages 9 Other documents. if any, listed below: List here rnN additional documents that are intended. 'to form part of the Contract Documents. AM Document ,A201 T"L7017,provides that the ad1-ertise)?ienror• inritatiott to bid, lnstnictions to Bidders,. sample forms, the Contractor's bid or proposal, portions glAddenda relating to bidding; or proposal requirements. and other information jovished `br the Oliver in anticipation of receiving bids or proposals. are nor part of the Contract Documents unless enumerated ilithis Agreement. Anv<such documents should be listed here oniv if intended to be part of the Contract Documents.) This Agreement entered into as of the day and year first uTi W ER ( Signature) 4 Printed name and tide) AIA Document A101- - 2017. Copyright ® 1915. 1918. 1925. 1937. 1951, 1958. 1961, 1963, 1967. 1974. 1977, 1987, 1991, 1997. 2D07 and 2017 by The Init. . American Institute of Architects. Alt rights reserved. WARNING. This AW' Document is protected by U.S. Copyright Law and lnternational.Treaties%, g Unauthorized reproduction or distribution of this AIA'- Document, or any portion of it; may result in severe civil and criminal penalties, and will be j prosecuted to the maximum extent: possible under the taw This document was; produced by AIA software at 16:36:15 on'08110/2017'under,Order No.4888765213_1 which expires on 09/1012017. and is not to resale. User Notes: (1668110659) CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: 1,4, BUSINESS/PROJECT NAME: (KiN I' PERMIT NUMBER: G% ADDRESS: &Q CONTACT NAME: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES. iA 0• 12,956*4 X 20• i 2,591•28 k 0• 12,956.4 + 2,591.28 - 10,365.12 0• ap°V do , / LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 7/12/17 I hereby name and appoint: Tom Hunt an agent o£ Excelsior Development Co Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 530 N Palmetto Ave, Sanford FL 34747 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Lee Munizzi State License Number: Signature of License H STATE OF FLORIDA COUNTY OF SEMI NULL 7/12/18 The foregoing instrument was acknowledged before me this 12 day of July 200 17 , by Lee Munizzi who is Xpersonally known to me or who has produced identification and who did (did not).,take an oath. Notary Sea]) 01Y PUB LORRI JONES Notary Public - State of Florida Commission # GG 005295 N Y FOFF o?: My Comm. Expires Jun 23, 2020 Rev. 08.12) rrtnt or type name Notary Public - State of Commission No. C My Commission Expires: ,jrN j 23 2020 as LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 7/ 12/ 17 I hereby name and appoint: Dan Demorse an agent of: Excelsior Development Co Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 530 N Palmetto Ave, Sanford FL 34747 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Lee Munizzi State License Number: Signature of License H STATE OF FLORIDA COUNTY OF SEMINOLE 7/12/18 The foregoing instrument was acknowledged before me this 12 day of July 200 17 , by Lee Munizzi who is Npersonally known to me or o who has produced identification and who did (did not take an oath. Si ture Notary Sea]) LORRI JONES Notary public . State of Florida Commission # GG 005295 My Comm. Expires Jun 23, 202 Rev. 08.12) Print or type name Notary Public - State of Commission No C'.,( DC60- l S My Commission Expires: Zc7 as NIVERSAL 3210 SOUTH OSCEOLA AVE ORLANDO, FLORIDA 32806 LETTER OF TRANSMITTAL January 17, 2018 To: Brianna Rushforth, Hope Duncan, EDC Group, Inc. Re: Response to Building Department review Comments I "Marina Isle Assisted Living" Permit Number: 172836 To Whom It May Concern, The following drawings is a resubmittal to old, & new comments made by the Sanford Utilities Dept., Hope Duncan These drawings need to be taken to the Utilities Dept., Attn: Hope Duncan by your office/permit expeditor. UTILITIES DEPARTMENT Rick Blake 407-688-5101 richard.blake(a)sanfordfl.aov Hope Duncan 407-688-5512 hope.duncan(osanfordfl.gov Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 p: 407.688.5000 ext 5512 Sincerely, ELITE UNIVERSAL, LLC. Andrew F. Sechler Principal in Charge Elite Universal, LLC 13210 S. Osceola Ave.; Orlando, FL 32806 1 P 407.325.3550 1 www.eliteuniversalarchitects.com Florida Architecture License AR016658" a i i i i"10L z COUNTY n . L/ /' `I``.S%, .' X L. +.' , t:.il i k i i S 1.Siit l c •51'!1 1 R0-i1C.ti LL[\Il •CJ T-L l 11J?iJ r'h'_";l '_`: =. fitTHISINSTRUMENTPREPAREDBY: " ~ ; .- Name: Excelsior Development Co I'' t)iL'Y ill. ci::a"' Address: 755 Rinehart Road, Suite 200, Lake Mary FL 32746 R7; 1 i i CPi' GR t t'%LQ't . CLERK _"' viE Ltl7t,'.IRT",._..,,,. AND riSE14,rw NOTICE OF COMMENCEMENT BY a e bate_ O E8 K 2011State of Florida County of Seminole Permit Number: ' S Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 530 N Palmetto Ave, Sanford FL 34747 GENERAL DESCRIPTION OF IMPROVEMENT: Demolition of the building OWNER INFORMATION: Name: Frank ('. Prnnli Address: 115 Timberlachen Circle Lake Mary, FL 32746 Fee Simple Title Holder (if other than owner) Name. -- Address: CONTRACTOR: Name: Excelsior Development CO. Abl!!Minehart Road, Suite 200 Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided bySection713.13(1)(b), Florida Statutes. Name: Lee Munizzi or Lord Jones Address: 755 Rinehart Road, Suite 200, Lake Mary, FL 32746 In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in EL0ORLANDO, NIVERSAL 3210 SOUTH OSCEOLA AVE FLORIDA 32806 February 2, 2018 Joy Deen 300 N. Park Avenue Sanford, FL 32771-1244 PERMIT #-- ^ , Phone: 407-688-5000 ext 5512 Mobile: 407-416-3367 Marina Isle Assisted Living Facility: Permit Review Comments Permit: 17-2836 CFFK---aEToWhomItMayConcern: The attached Letter is in regard to Area & Height increases for 1-1 Assisted Living Facility for Type III-B construction. REFER TO FLORIDA BUILDING CODE 2014, 5TH ED. TABLE 506.2; ALLOWABLE AREAS OCCUPANCY CLASSIFICATION: 1-1 CONSTRUCTION TYPE: III-B ALLOWABLE AREA / FLOOR NOT SPRINKLED: 10,000 SF / FLOOR TABLE 506.2 ALLOWABLE AREA / FLOOR SPRINKLED: 30,000 SF / FLOOR TABLE 506.2 Buildings two or more stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 where: Aa = ( At + (NS x If)] x Sa Aa = Allowable area (square feet). At = Tabular allowable area factor (NS, S 13R or SM value, as applicable) in accordance with Table 506.2. NS = Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building regardless of whether the building is sprinklered). If = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3. Sa = Actual number of building stories above grade plane, not to exceed three. For buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stories above grade plane, not to exceed four. No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of Sa = 1. REFER TO FLORIDA BUILDING CODE 2014, 5TH ED. TABLE 504.4; ALLOWABLE NUMBER OF STORIES ABOVE GRADE ALLOWABLE NUMBER OF FLOORS NOT SPRINKLED: 3 FLOORS TABLE 504.4 ALLOWABLE NUMBER OF FLOORS SPRINKLED: 4 FLOORS TABLE 504.4 new group i- i and i-3 occupancies are required to be protected by an automatic sprinkler system in accordance with sec. 903.2.6. for new group i-1 occupancies, condition 1, see exception 1 of sec. 903.2 OF p,L0It/ 4D4 If you have any questions, please call me at: 407-325-3550 Sincerely, 60. Andrew Sechler, PA, NCARB 0 Elite Universal, LLC , •¢G C STERE Elite Universal, LLC 13210 S. Osceola Ave.; Orlando, FL 32806 1 P 407.325.3550 1 www.eliteuniversalarchitects.c > Florida Architecture License AR016658 PERMIT l % - THRESHOLD INSPECTION SPECIAL INSPECTOR'S INSPECTION PLAN PROJECT: Marina Isle Assisted Living Facility, Sanford, Florida ENGINEER: ASE Engineering Services, Inc. STRUCTURAL THRESHOLD INSPECTION PLAN C) rF- GENERAL 1. The Special Inspection Services as described herein will be retained by the Owner. 2. The purpose of this Special Inspection, as required by Chapters 471 and 553 of the Florida Statutes, is to report and record construction procedures highlighting those that are not in accordance with the Contract Documents and the Contractor's erection and shoring plans. 3. This inspection does not relieve the Contractor of his responsibilities to carry out his quality control inspections and testing. 4. The Special Inspector's Representative must dedicate his time on -site to the inspection requirements of this plan. He shall not be required to perform other work on the project, including materials testing services. 5. The Contractor shall cooperate with and assist the Special Inspector in performing his inspection duties as specified below. The Special Inspector shall have free access to the project at all times. 6. The Special Inspector shall be responsible to the Owner and to the enforcing agency having jurisdiction for this project. II. PROCEDURES AND SCHEDULE 1. The Contractor shall advise the Special Inspector in advance of construction schedules and planned operations in order to assure timely and appropriate observation inspection. 2. The Special Inspector shall cooperate with the Contractor and shall refrain from directing work, as this is expressly not part of the Special Inspection function. 3. The Special Inspector shall immediately alert the Contractor of all discrepancies and deviations from the Contract Documents. 4. The Contractor shall, upon being informed by the Special Inspector, immediately cause to eliminate such discrepancies and deviations. III. REPORTING The Special Inspector shall submit written reports to the enforcing agency having jurisdiction for the project each week during construction. In addition, the Special Inspector shall submit copies of his report to the Owner, Architect, Engineer and the Contractor. The Report will describe construction progress for the week and all conditions that were not in compliance ; ``'" xENG IF i No. 51161 required above. The report shall also state whether any measures were taken by the Contractor to correct these conditions. The report shall include an exceptions and corrections log with a required corrective action column for each non-conformance item. 2. The Special Inspector shall keep an exceptions and corrections file for follow-up. The exceptions log shall be submitted with the weekly report. This file shall be reviewed on a daily basis and updated as exceptions are rectified. 3. Identify working conditions including weather, temperature, time of day, type and location of work being performed. 4. Note changes in working sequence or materials and any unusual circumstances affecting the performance of work. 5. Upon completion of the structural construction and prior to the issuance of a Certificate of Occupancy, a signed and sealed statement by the Special Inspector must be submitted to the Enforcing Agency stating that the part of the project under his inspection responsibilities has been constructed in general conformance with the Contract Documents. This statement shall be in accordance with Section 553.79 (7)a of the Florida Statutes. A. FOUNDATHONS AND SOIL PREPARATION 1. Inspect excavation/ subsurface preparation 2. Review density test results as required 3. Review soil reports/ boring logs B. FOOTINGS 1. Inspect rebar before pour: a. Quality b. Size c. Grade d. Placement e. Concrete cover f Verify reinforcing is 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/conduit/sleeves. etc. before pour. Verify additional reinforcing around such items as required. 4. Inspect joints before pour (expansion, control, construction joints): 3 a. Approved location b. Keyed and doweled as required c. Waterstops as required C. COLUMNS AND CMU WALLS 1. Visually inspect rebar before pour: a. Proper configuration and orientation b. Anchorage to dowels c. Quantity d. Size e. Lap length f Concrete cover g. Embedded items (plates, bolts, inserts, etc.) properly placed and located. 2. Inspect dowels, columns and walls above before pour: a. Quantity b. Anchorage to dowels c. Quantity d. Size e. Lap length/ embedment length 3. Inspect provisions for utilities/conduit/sleeves, etc. before pour. Verify additional reinforcing around such items as required. 4. Inspect joints before pour (expansion, control, construction joints): a. Approved location b. Keyed and doweled as required c. Waterstops as required D. CMU LINTEL AND BOND BEAM 1. Inspect rebar before pour: a. Quality b. Size c. Grade d. Placement e. Concrete cover f. Verify reinforcing is clean before pour 2. Visually inspect dowels and/ or anchor bolts for columns and walls above before pour: 4 a. Quantity b. Size c. Length d. Location e. Lap length/embedment length 3. Inspect provisions for utilities/conduit/sleeves. etc. before pour. Verify additional reinforcing around such items as required. E. CONCRETE TESTING (ALL POURS 1. Review test results and periodically inspect testing for proper slums, compression tests, etc. As required 2. Inspect placement procedures; verify conformance to project specifications and ACI 301. 3. Verify that no water is being added after testing, unless approved by the engineer of record. I. Steel Beams: 1. Verify beam size and steel grade. 2. Verify size, type, washers and method of tightening for high strength bolts. 3. Visually verify that beam connections are completed and bolts are installed and tightened. 4. Review proper welding of welded beam connections. 5. Verify that required camber in steel beams comply with the Contract Documents. 6. Review steel members for possible damage in shipping; check workmanship and piece marking. J. Steel Columns: 1. Verify column size and steel grade. 2. Verify size, type, washers and method of tightening for high strength bolts. 3. Visually verify that column connections are completed and bolts are installed and tightened. 4. Review proper welding of welded column connections 5 K. Review steel members for possible damage in shipping; check workmanship and piece marking. L. Verify the sizes and dimensions of the base plates and cap plates F. WOOD TRUSSES 1. Visually inspect trusses before construction loads are applied: a. Size b. Location c. Spacing d. Plumbness e. Connection f Bridging and Bracing g. Metal strapping 2. Inspect provisions for any special loadings during construction as shown on contract documents. G. WOOD BEAM AND COLUMN 1. Visually inspect trusses before construction loads are applied: a. Size b. Location c. Spacing d. Plumbness e. Connection f Metal strapping 2. Inspect provisions for any special loadings during construction as shown on contract documents. H. WOOD WALLS 1. Visually inspect wood walls before construction loads are applied: a. Sizes b. Locations c. Spacing d. Plumbness e. Connections f Dimensions g. Bridging and Bracing I h. Metal strapping 2. Inspect provisions for any special loadings during construction as shown on contract documents. N. SHEATHING a. Sheathing material b. Sheathing thickness c. Nailing spacing and sizes. d. Metal strapping O. MISCELLANEOUS a. Maintain a daily log and correction list listing areas of discrepancies and status of repair. b. Provide reports to various governing agencies and to owner as required P. RESPONSIBILITY The special 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 Special inspector will not replace the quality control personnel of the Contractors. The above list is not intended to be all-inclusive. The Threshold Inspector shall use his professional judgment and his knowledge of the job site conditions and the contractor's performance to decide what other items require extra attention. ASE Engineering Services, Inc. Minsheng Xie, P.E., Ph.D. Florida P.E. Number: 51161 Special Inspector Number: 1142 THRESHOLD INSPECTION SPECIAL INSPECTOR'S INSPECTION PLAN PROJECT: Manna Isle Assisted Living Facility, Sanford, Florida ENGINEER: ASE Engineering Services, Inc. STRUCTURAL THRESHOLD INSPECTION PLAN I. GENERAL 1. The Special Inspection Services as described herein will be retained by the Owner. 2. The purpose of this Special Inspection, as required by Chapters 471 and 553 of the Florida Statutes, is to report and record construction procedures highlighting those that are not in accordance with the Contract Documents and the Contractor's erection and shoring plans. 3. This inspection does not relieve the Contractor of his responsibilities to carry out his quality control inspections and testing. 4. The Special Inspector's Representative must dedicate his time on -site to the inspection requirements of this plan. He shall not be required to perform other work on the project, including materials testing services. 5. The Contractor shall cooperate with and assist the Special Inspector in performing his inspection duties as specified below. The Special Inspector shall have free access to the project at all times. 6. The Special Inspector shall be responsible to the Owner and to the enforcing agency having jurisdiction for this project. II. PROCEDURES AND SCHEDULE 1. The Contractor shall advise the Special Inspector in advance of construction schedules and planned operations in order to assure timely and appropriate observation inspection. 2. The Special Inspector shall cooperate with the Contractor and shall refrain from directing work, as this is expressly not part of the Special Inspection function. 3. The Special Inspector shall immediately alert the Contractor of all discrepancies and deviations from the Contract Documents. 4. The Contractor shall, upon being informed by the Special Inspector, immediately cause to eliminate such discrepancies and deviations. III. REPORTING The Special Inspector shall submit written reports to the enforcing agency having jurisdiction for the project each week during construction. In addition, the Special Inspector shall submit copies of his report to the Owner, Architect, Engineer and the Contractor. The Report will nti aniur,;, describe construction progress for the week and all conditions that were not in compliance r r iGE1vS& No, 51161 2 required above. The report shall also state whether any measures were taken by the Contractor to correct these conditions. The report shall include an exceptions and corrections log with a required corrective action column for each non-conformance item. 2. The Special Inspector shall keep an exceptions and corrections file for follow-up. The exceptions log shall be submitted with the weekly report. This file shall be reviewed on a daily basis and updated as exceptions are rectified. 3. Identify working conditions including weather, temperature, time of day, type and location of work being performed. 4. Note changes in working sequence or materials and any unusual circumstances affecting the performance of work. 5. Upon completion of the structural construction and prior to the issuance of a Certificate of Occupancy, a signed and sealed statement by the Special Inspector must be submitted to the Enforcing Agency stating that the part of the project under his inspection responsibilities has been constructed in general conformance with the Contract Documents. This statement shall be in accordance with Section 553.79 (7)a of the Florida Statutes. A. FOUNDATHONS AND SOIL. PREPARATION 1. Inspect excavation/ subsurface preparation 2. Review density test results as required 3. Review soil reports/ boring logs B. FOOTINGS 1. Inspect rebar before pour: a. Quality b. Size c. Grade d. Placement e. Concrete cover f. Verify reinforcing is 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/conduit/sleeves. etc. before pour. Verify additional reinforcing around such items as required. 4. Inspect joints before pour (expansion, control, construction joints): 3 a. Approved location b. Keyed and doweled as required c. Waterstops as required C. COLUMNS AND CMU WALLS 1. Visually inspect rebar before pour: a. Proper configuration and orientation b. Anchorage to dowels c. Quantity d. Size e. Lap length f. Concrete cover g. Embedded items (plates, bolts, inserts, etc.) properly placed and located. 2. Inspect dowels, columns and walls above before pour: a. Quantity b. Anchorage to dowels c. Quantity d. Size e. Lap length/ embedment length 3. Inspect provisions for utilities/conduit/sleeves, etc. before pour. Verify additional reinforcing around such items as required. 4. Inspect joints before pour (expansion, control, construction joints): a. Approved location b. Keyed and doweled as required c. Waterstops as required D. CMU LINTEL AND BOND BEAM 1. Inspect rebar before pour: a. Quality b. Size c. Grade d. Placement e. Concrete cover f. Verify reinforcing is clean before pour 2. Visually inspect dowels and/ or anchor bolts for columns and walls above before pour: 4 a. Quantity b. Size c. Length d. Location e. Lap length/embedment length 3. Inspect provisions for utilities/conduit/sleeves. etc. before pour. Verify additional reinforcing around such items as required. E. CONCRETE TESTING (ALL POURS) 1. Review test results and periodically inspect testing for proper slums, compression tests, etc. As required 2. Inspect placement procedures; verify conformance to project specifications and ACI 301. 3. Verify that no water is being added after testing, unless approved by the engineer of record. I. Steel Beams: 1. Verify beam size and steel grade. 2. Verify size, type, washers and method of tightening for high strength bolts. 3. Visually verify that beam connections are completed and bolts are installed and tightened. 4. Review proper welding of welded beam connections. 5. Verify that required camber in steel beams comply with the Contract Documents. 6. Review steel members for possible damage in shipping; check workmanship and piece marking. J. Steel Columns: 1. Verify column size and steel grade. 2. Verify size, type, washers and method of tightening for high strength bolts. 3. Visually verify that column connections are completed and bolts are installed and tightened. 4. Review proper welding of welded column connections 5 K. Review steel members for possible damage in shipping; check workmanship and piece marking. L. Verify the sizes and dimensions of the base plates and cap plates F. WOOD TRUSSES 1. Visually inspect trusses before construction loads are applied: a. Size b. Location c. Spacing d. Plumbness e. Connection f Bridging and Bracing g. Metal strapping 2. Inspect provisions for any special loadings during construction as shown on contract documents. G. WOOD BEAM AND COLUMN 1. Visually inspect trusses before construction loads are applied: a. Size b. Location c. Spacing d. Plumbness e. Connection f. Metal strapping 2. Inspect provisions for any special loadings during construction as shown on contract documents. H. WOOD WALLS 1. Visually inspect wood walls before construction loads are applied: a. Sizes b. Locations c. Spacing d. Plumbness e. Connections f. Dimensions g. Bridging and Bracing 2 h. Metal strapping 2. Inspect provisions for any special loadings during construction as shown on contract documents. N. SHEATHING a. Sheathing material b. Sheathing thickness c. Nailing spacing and sizes. d. Metal strapping O. MISCELLANEOUS a. Maintain a daily log and correction list listing areas of discrepancies and status of repair. b. Provide reports to various governing agencies and to owner as required P. RESPONSIBILITY The special 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 Special inspector will not replace the quality control personnel of the Contractors. The above list is not intended to be all-inclusive. The Threshold Inspector shall use his professional judgment and his knowledge of the job site conditions and the contractor's performance to decide what other items require extra attention. ASE Engineering Services, Inc. Minsheng Xie, P.E., Ph.D. Florida P.E. Number: 51161 Special Inspector Number: 1142 wT PERMIT a D City of Sanford Building and Fire Prevention Product Approval Specification Form Permit Project Location Address 5-3 n Al, As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floddabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging G Mar Poa2s -!N FL Z3. / Sliding Sectional Roll U Automatic Other t ik 5 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed K.t r9 F (.ow - t t_ 1-73,59 2 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other - ; o t :ti^e 1i k y c June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing 1'-(i-CSTav UI, U t- cc UG-3 Lt3(,Zq - RH Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents c,,e ok t ,rAorcr V-c-PLVCV f 2075. l Other a,—L(N 'e4o- RaWl Ek ",) 0C- I UAR - vC3 FI. +36 2 7 - P-y June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates 1 4 qrUV4,tc- Engineered Lumber Railing Coolers/ Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall ltiiv. Prefab Sheds Other 8. New Exterior Envelope Products N 1 N— , r-0Y rtnv-5; cc L r a Z-4 - hi .-J rt to -- KZ Applicants Signature Applicants Name Please Print) June 2014 i Florida Building Code Online Page 1 of 2 s ryg tic i BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links ! Search Business Product ApprovalProfessionalUSER: Public User PERMIT n I Product Approval Menu > Product or Application Search > Application list > Application Detail PSM FL # FL16554-R4 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer YKK AP America Address/Phone/Email 1229 Hwy 441 Bypass Dublin, GA 31021 678)838-6000 Ext6066 davidoliver@ykk-api.com Authorized Signature Hermes Norero fbc@buildingdrops.com Technical Representative Chris Moody Address/Phone/Email 332 Firetower Rd Dublin, GA 31021 478)277-2549 chrismoody@ykk-api.com Quality Assurance Representative Greg Hultquist Address/Phone/Email 332 Firetower Road Dublin, GA 31021 478) 277-2515 greghultquist@ykk-api.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16554 R4 COI COI YKK SS 2015-10-18.odf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 1144. -//—, —,+1-4Ao1—„;IAinrr—/—/— are A+] G/)A,/)01A Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/28/2015 11/02/2015 11/03/2015 12/15/2015 FL # Model, Number or Name 16554.1 35 H Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Drawings for design pressure depending on glass types and missile impact ratings. Description 35 H Large and Small Missile Impact Installation Instructions FL16554 R4 II YKK020 SS 2015-10-30.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL16554 R4 AE 35H-50H Door Tremco Gasket Reoort.odf FL16554 R4 AE PER4025 SS 2015-10-30.Ddf Created by Independent Third Party: Yes 116554.2 135 H 135 H Large Missile (Level E) Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-90 Other: Large Missile Impact Rated for Risk Category IV - Essential Facilities or Structures Installation Instructions FL16554 R4 II YKK157 - 35H SS 2015-10-30.Ddf Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16554 R4 AE 35H-50H Door Tremco Gasket Report.oddf FL16554 R4 AE PER 4007 SS 2015-10-30.Ddf Created by Independent Third Party: Yes 16554.3 50 H 50 H Large Missile (Level E) Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R4 II YKK158 - 50H SS 2015-10-30.Ddf Verified By: Hermes F. Norero, P.E. FL PE No. 73778ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-90 Evaluation Reports Other: Large Missile Impact Rated for Risk Category IV - FL16554 R4 AE 35H-50H Door Tremco Gasket Reoort.Ddf FL16554 R4 AE PER 4008 SS 2015-10-30.DdfEssentialFacilitiesorStructures Created by Independent Third Party: Yes 16554.4 50 H 50 H Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R4 II YKK021 SS 2015-10-30.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Drawings for design pressure FL16554 R4 AE 35H-50H Door Tremco Gasket Report.pdf depending on glass types and missile impact ratings. FL16554 R4 AE PER3560 SS 2015-04-19.1)df Created by Independent Third Party: Yes Back hiext Contact Us :: 1940 North Monroe Street, 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: W1OR sCtn Y. ?a^:. r MA httns://www.floridabuildinL.oriz/nr/nr anti dtl.asnx?naram=wGEVXOwtDavaau2w%2hn... 5/24/201 F BUILDING DROPS t A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com t. ° "i.:..",,1.1 e P 0 r t Of YKK AP America, Inc. Series 35H Aluminum Outswing Entrance Door Missile Level E Impact Rated for Florida Product Approval 51h ]Edition Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Series 35HAluminum Outswing Entrance Door Missile Level E Impact Rated Material: Aluminum 6063-T5 Product Dimensions: See installation instructions YM57 Prepared For: KK AP America, l e. 332, 'i ei'o er Rwid Prepared by: Florida Professional Engineer # 73778 Date: 10/15/2015 Contents: Evaluation Report Pages 1 — 4 J11111r,,1,. SEF- O i p oo 10 He rf:j 'RloI N o Florida . 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: YKK AP America, Inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) FL#:FL16554 Date: 10/15/2015 Report No: 4007 Product Name: Series 35H Aluminum Outswing Entrance Door Missile Level E Impact Rated Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does 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. This product has been evaluated for use in Locations adhering to the Florida Building Code. See Installation Instructions YKK157, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the Florida Building Code, including the "'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Florida Building Code and does not require an impact resistant covering. Product has been tested to Missile Level E Impact requirements. 4. Site conditions that deviate from the details of drawing YKK157 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions YKK157 for size and design pressure Limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DR®S FL#: FL16554 A Perfect Solution in Every Drop Date: 1 Report Noo:: 4007 5/2015 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (FBC Organization #: QUA 1844). Performance Standards: The product described herein has been tested per: Referenced Data: TAS 201-94 TAS 202-94 TAS 203-94 1. Product Testing performed by Architectural Testing, Inc. FBC Organization #: TST3892) Report #: E2890.01-550-18, Report Date: 04/16/15 Report #: E2890.02-550-18, Report Date: 04/14/15 Report #: E2890.03-550-18,. Report Date: 04/16/15 Report #: E2890.04-550-18, Report Date: 04/14/15 2. Quality Assurance Architectural Testing, Inc. FBC Organization #: QUA1844) 3. Material Certification Miami -Dade County RER — Product Control Section NOA E.I. DuPont De Nemours & Co. Inc. SentryGlas Interlayer Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop 7 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: FL#:FL16554 Date: 10/15/2015 Report No: 4007 A. For 2x wood buck substrate, use #14 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use 1/4" TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. E. For aluminum substrates, use 1/4" TEK Screw type metal stud anchors of sufficient length to achieve minimum 3 threads penetration beyond aluminum structure. Refer to Installation Instructions (YKK157) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK157) for design pressure Limitations based on glass type, configuration, and sizes. Installation Methods: Refer to Installation Instructions (YKK157) for installation methods, anchor locations, and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 CRL PASS-THRU WINDOWS g° t crlaulrence.com/pass-#hrus CRL Horizontal Sliding Pass-Thru Window Components CRL Vertical CRL Vertical Frame Frame Extrusion Extrusion With Finger Pull This versatile extrusion is kE Designed for use used to frame glass edges. on 1/4" (6 mm) glass. Profile matches our D1623 r (8) mm Profile matches D623 242" Dust Proof Rail (see below) i Frame Extrusion 6 mm) 669" Ma was., D623A 12' (3.66 m)* Satin Anodized 997"., 25 mm) D639A 12' (3.66 m)* Satin Anodized 443" D623DU 12' (3.66 m)* Duranodic Bronze D639DU 12' (3.66 m)* Duranodic Bronze 11 mm) D623GA 12' (3.66 m)* Gold Anodized D639GA 12' (3.66 m)* Gold Anodized 428" 994" Minimum order: 1 stock length 11 mm) Minimum order: 1 stock length 25 mm) CRL Dust Proof CRL Single Jamb Extrusion Rail With Bumper r"" = With Sponge Rubber Insert x The Wiper provides a seal Single Jamb Extrusion is used when between the sliding tracks. a single vertical jamb is required. The Bumper cushions glass closure. 813" •098" sponge rubber insert acts as a cushion 510" 21 mm) (3 mm) so there is no glass -to -metal or 13 mm) metal -to -metal contact. i T.555" 250" (14 mm) D1623A 12' (3.66 m)* Satin Anodized D606A 12' (3.66 m)* Satin Anodized (' mm) D1623DU 12' (3.66 m)* Duranodic Bronze 1.000' (25 mm) 307" .431 " D606DU 12' (3.66 m)* Duranodic Bronze 620" Minimum order: 1 stock length. 8 mm) (11 mm) Minimumorder: 1 stocklength. 16 mm) CRL Double Jamb Extrusion With Sponge Rubber Inserts This extrusion is used when a double jamb is required, typically for models with Screens. The sponge rubber insert acts as a cushion so there is no glass -to -metal or metal -to -metal contact. 517" 13 mm) .279" 7 mm) .555" 250" 1 (14 mm) LT .a>. D1606A 12' (3.66 m)* Satin Anodized 1.843" D1606DU 12' (3.66 m)* Duranodic Bronze (47 mm) Minimum order: 1 stock length. CRL Deck Catches Spring loaded retractable plunger can be positioned to block the path of the sliding panel frame. D812A D813A D812DU D813DU I.......... Minimum order: 1 each. CRL Frame Corners With Screws 1.000" 1.000" 1.00w. 1.000" 25 mm) (25 mm) (25 mm) (25 mm) RX 250" 500.. 500" 500" ' 1` 13 m) (13 mm) ( 6 mm) .( 3 m12 i) ( 13 mm) x CAT. NO. D662WS CAT. NO. D658WS Upper Frame Comers Lower Frame Corners o x Designed to connect and attach Aluminum Frame Extrusions The Corner is inserted inside the Frame, and then fastened with the two screws that are included. Minimum order is one each NOTE: Cat. No. D658WS - Left side inserts into horizontal extrusion. Right side inserts into vertical extrusion. Law CRL Spring Profile Loaded Catch Designed to be . used on bypassing R> t doors. It mounts on • " the Front Hanger, and the plunger locks into a Standard 9/32" (7 mm) hole drilled in the Back Hanger. s Satin Anodized D52A Satin Anodized Duranodic Bronze D52DU Duranodic Bronze Minimum order: leach. CRL Handed Window Catch Handed Window Catch for t mounts next to the jamb near the top of the opening where the plunger locks into a 9/32" (7 mm) hole drilled into the sliding panel. Left Hand Shown 7--- f' rr Q D53ALH D53ARH Satin Anodized D53DULH D53DURH Duranodic Bronze Minimum order: 1 each. Handing is viewed from exterior side and is reversible. All aluminum extrusions can be combined for quantity pricing. A Packing Charge will be added to orders of fewer than 10 combined lengths. Stock lengths longer than 98" (2.49 m) must ship common carrier, unless you specify we cut them for UPS. A Cutting Charge will apply. go to crlaurence com to search for I TOLL Phone: (800) 421-6144 I pass-thrus Search j GG156 FREE Fax: (800j 262-3299 40L or enter the Catalog Number for complete product information From Anywhere in the U.S. or Canada ®9ALUMIMUIW CRL PASS-THRU WINDOWS For Pricing on CRL Products, Call Tall Free 800) 421-616144, or Visit crlaurence.com CRL Horizontal Sliding Pass-Thru CRL Lock Catches for Pass-Thru Windows and Rolling Track Assemblies Efficient and Economical Catch Locks Can Be Deck Mounted or Installed at the Header Available in Two Finishes This optional Keyed Lock Assembly for horizontal pass-thru window kits is a modified version of CRL CAT. NO. D802C/D802DU. Sold separately by special order only. CRL Deck Catch This CRL Deck Catch for Pass-Thru Windows was primarily developed for use with track assemblies with taller H-Bars. It mounts on the deck and is placed close to the sliding panel so it can act as a guide. It should be positioned so the plunger can push into the sliding panel, locking it in place. Locks into a 9/32" (7 mm) hole drilled in the sliding panel's frame, or can fall behind the frame, which would eliminate drilling. D813A Satin Anodized D813DU Duranodic Bronze Minimum order: I each. _ ry CRL Left Handed Window Catch z ' . This CRL Left Handed Window Catch for Pass-Thru Windows is not spring loaded. It mounts next to the jamb near the top of the opening where the plunger locks into a 9/32" (7 mm) hole drilled into the sliding panel. Ca. D53ALH Satin Anodized 0 D53DULH Duranodic Bronze Minimum order.. I each. Handing is viewed from exterior side, and is reversible. I LOG ONTO crlaurence.c0117111 FOR E Window Components CRL Low Profile Deck Catch This CRL Low Profile Deck Catch for Pass-Thru Windows is spring loaded. It is typically installed where the retractable plunger can be positioned to block the path of the sliding panel frame. @23MM2M22En= D812A Satin Anodized D812DU Duranodic Bronze Minimum order: I each. CRL Spring Loaded Catch This CRL Spring Loaded Catch for Pass-Thru Windows is designed to be used on bypassing doors. It mounts on the Front Hanger, and the plunger locks into a 9/32" 7 mm) hole drilled in the Back Hanger to secure both doors. D52A Satin Anodized 0520U Duranodic Bronze Minimum order:1 each. CRL Right Handed Window Catch P This CRL Right Handed Window Catch for Pass-Thru Windows is not spring loaded. It mounts next to the jamb near the top of the opening where the plunger locks into a 9/32" (7 mm) hole drilled into the sliding panel. t k d m D53ARH Satin Anodized 053DURH Duranodic Bronze Minimum ordI. er:.. each. Handing is viewetl from 1 exterior side, and is reversble. USINESS- TO-BUSINESS SERVICES T126 i PHONE (800) 421-6144 1 FAX (800) 262-3299 TOLL FREE FROM ANYWHERE IN THE U.S.A. OR CANADA z. YKK AP Hurricane & Blast Solutions Protection You Can Count On The industry's most durable entrance system is now available in medium and wide stile versions. In addition to a comprehensive array of locking and hinging options, this product is available with monolithic or 1" insulating laminated glass for medium and wide stile applications. Mid -Rail and bottom rail options provide additional design flexibility for the specifier. YKK AP has also addressed ongoing maintenance in abusive environments, such as schools and military bases. To reduce maintenance costs choose either rim panic exit devices combined with an impact rated aluminum removable mullion, or single point locks paired with flush bolts on the inactive panel. These institutional grade entrance systems provide maximum security under the most demanding conditions without the need for steel reinforcing. They also integrate with YHS storefront and YHC curtain wall framing systems. Model 35H and 50H entrances are Large and Small Missile Impact resistant tested, as well as Blast Mitigation Tested. With the expansion of hardware and performance options, they are your single source for hurricane resistant, government, and DoD applications. Product Benefits Large & Small Missile Impact — To 90 PSF Florida Product Approval — HVHZ Blast Mitigation Testing — ASTM F 1642 — Minimal Hazard YKK AP VersaJamb® Door Frame Water Performance — ASTM E 331 —10.5 PSF j 54..0 r Monolithic or IGU Glazing Pocket Monolithic and insulating glazing utilize different rail designs Thermal Performance Improved thermal performance can be achieved with Insulating Glass. Entrances have been thermally tested utilizing insulating glass with 0.29 center of glass "U" factor. Glazing Options For reduced installation labor, dry glaze solutions (to 90 PSF) are available. Wet and Dry Glaze options are available for both hurricane impact and blast mitigation. Integral Muntins For increased aesthetic possibilities Insulating Glass units can be ordered with internal muntins. Standard Entrances Singles: 3'-0" x 74" & 3'-0" x 8'-0" 1 Pairs: 6'-0" x 7'-0" & 6'-0" x 8'-0" Rixson Pivot, Butt Hung and Continuous Hinge Ei Single and 3-Point Locks for Single Doors, 5-Point Locks for Pairs o Rim and CVR Exit Devices Custom Entrances Singles: Up to 4'-0" x 8'-0" Pairs: Up to 8'-0" x 8'-0" Pairs: Up to 7'-0" x 8'-0" with Rim Panic al Standard and Custom Hardware For additional information on architectural aluminum products offered by YKK AP America Inc. visit our web site at www.ykkap.com. 2016 YKK AP America Inc. is a subsidiary of 0 YKK corporation of America. 01-5001-04 rlorida Building Code Online https://www.floridabullding.org/pr/pr_app_dd.aspx?param=wGEVXQw. 1305 Home Log In User Registration I Hot Tapirs ! Submit Surcharge Stats B Facts Publications i FBC Staff BCIS Site Map Links Search i Florida Product Approvalrg FUSER: Public User Product Aooroval Menu > Product or Application Search > Application List > Apprimtion Detal FL # Application Type Code Version Application Status 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) FL17354-RI Revision 2014 Approved PERMIT Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext255 sbrooks@cws.cc Stephen Brooks sbrooks@cws.cc Erin Koss 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 ekoss@cws.cc ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 352)368-6922 Ext291 jlathrop@cws.cc Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Lucas. A Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL17354 R1 COI EvalRep CWS-944A (PW-615. NI).Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1300-04 Year 2008 2004 of 7/5/17, 8:02 PP Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Grrm- of Drevl +. Method 1 Option D 04/10/2015 04/14/2015 04/18/2015 06/23/2015 FL # Model, Number or Name Description 17354.1 PW-615 Vinyl Fixed Window PW-615 Vinyl Fixed Window, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL17354 R1 II CWS-944A (PW-615, NI).odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Tuner PE-58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: PW-615, Max sizes 54" x 96" & 68" x 76", Fin, FL17354 R1 AE EvalRep CWS-944A (PW-615, NI).pdf Created by Independent Third Party: YesFlange, DP +50/-50 PSF. Glass complies with ASTM E1300-04. 17354.2 PW-655 Vinyl Fixed Window PW-655 Vinyl Fixed Window, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL17354 R1 II CWS-945A (PW-655. NI).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE-58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: PW-655, Max sizes 54" x 96" & 68" x 76", Fin, FL17354 R1 AE EvalRep CWS-945A (PW-655, NI).pdf Created by Independent Third Party: YesFlange, DP +50/-50 PSF. Glass complies with ASTM E1300-04. 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 :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are pubic records. If you do not want your e-mail address released in response to a pubic -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. 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 emads 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 hem. Product Approval Accepts: eCAec'. i seCUrit%'M ETFt1CS' of 2 7/5/17, 8:02 PA URNER ENGINEERING & CONSULTING, INC. Product Description: Series 655 Vinyl Fixed Window, Non Impact 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 945A April 3, 2015 Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5a' Edition (2014) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-945A, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3977-1 and -2, from National Certified Testing Laboratories, Orlando, FL, with testing performed: AAMA/WDMA/CSA 10l/I.S.2/A440-08 4) Supplemental Calculations to support CWS-945A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-945A. Limitations of Use: This product: May be used in product sizes and shapes with glass DLO sizes as shown in CWS-945A Achieves design pressures as shown in comparative analysis table in CWS-945A Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires glass types as shown in CWS-945A Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. E aa a rr i*t 1 i,01DRE{'fto Ci i: ',. Q {its K tA pSTATE OF 4/3/2015 Al .' Lucas A. Turner, P.E. FL PE #58201 PICTURE WINDOW - NON -IMPACT 97114" FLANGE WIDTH 96" MAX UNIT WIDTH 88 7/8" GLASS DLO A ANGE IGHT 54" BMAX UNIT O HEGHT 46 7/8" GLASS DLO C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 ARCHITECTURAL SHAPES.................2 GLAZING DETAILS...............................3 SECTION VIEWS & ALT. FRAME ........ 4 DP CHART, BOM & EXTRUSIONS ....... 5 ANCHOR SCHEDULE & NOTES .......... 6 INSTALLATION DETAILS.....................7 C - A I 77 FL HE 691/4" FLANGE 68" MAX UNIT 60 7/8" GLA& 1/4" INGE IGHT 76" MAX UNIT HEIGHT 68 7/8" LGLASS DLO 7 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "0". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2. 4. DESIGN PRESSURE RATING (SEE SHEET 5): NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 331/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR ANCHOR DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES FULLY WELDED. 8. SERIES / MODEL DESIGNATION PW-655. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 68" x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET 5 NONE 96" x 54" NONE WINDOW SYSTEMS ii 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 655 PVC PICTURE WINDOW NON -IMPACT hN F 0 0 PIt 11 14b,T0RErrrr irr., ss'ONA lsom z: 7- LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: GENERAL NOTES AND ELEVATIONS AWN BY: DATE: EMK 09/11/14 JG N: REV.: CWS- 945 A ALE' SHEET 1: 25 1 OF 7 FULL CIRCLE 1/2 CIRCLE 1/4 CIRCLE TRAPEZOID OCTAGON TRIANGLE c8aogom.wWINDiJt,°e° SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 655 PVC PICTURE WINDOW NON -IMPACT iN H O c w U Z coO v (n cc N Z W 0 W a a o CCwCC a U a Luwo RE bV J G,,r. Q,piO VQ?:4 GENs•.Pr%. No 59201 aiiz NOTES: Q. 5TAT f PF ;kiite - err 1. SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. t ': d•` 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN - WOOD OPENING. J r( 3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF 4/ 3/2015 RECTANGULARWINDOWSONSHEET1. LUCAS A. TURNER, P.E. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS FL PE # 58201 MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6, WITH ANCHOR 1239 JABARA AVE. SPACINGMEASUREDALONGTHELENGHTOFTHEPRODUCT. NORTH PORT, FL 34288 PH. 941-380-1574 ARCHITECTURAL SHAPES EMK 09/11/14 VG #: REV.: CWS- 945 A ALE: SHEET 1: 1 2OF7 7/8" OVERALL 7/8" OVERALL au"®"""•wWINDOWSYSTEMS 1/8" ANNEALED 1/8" TEMPERED 1900 SW 44TH AVE. fF 5/8" AIRSPACE 5/8" AIRSPACE OCALA, FLORIDA 34474 WWW.CWS.CC 1/8" ANNEALED 1/8" TEMPERED 9 SIKAFLEX 552 OR 9 SIKAFLEX 552 OR 655 PVC PURFECT GLAZE "H" PURFECT GLAZE "H" PICTURE WINDOW 5/8" GLASS BITE 5/8" GLASS BITE NON -IMPACT N H- O Yw } W CD n U Z in OIT N Z > W O a F- a 0 o WCc0 0 0 ow GLASS TYPE A GLASS TYPE B o Z OVERALL 8OVERALL 3/ 116"ANNEALED 3/16"EMPERED w,` w' ' Pb1l7R: - 1/ 2" AIRSPACE 1/2" AIRSPACE rw U''`.1'OE F. 3/ 16" ANNEALED 3/16" TEMPERED wv;"• No 58201 ••';; 9 SIKAFLEX 552 OR 9 SIKAFLEX 552 OR ^ "O 1 L2:' PURFECT GLAZE"H" PURFECT GLAZE "H"'S STATE (7F ";tUa 5/ 8" GLASS BITE 5/8" GLASS BITE ............ R NO,` ww 4/ 3/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 F7SHEETDESCRIPTION: p rn GLAZING DETAILS DRAWN BY: DATE: EMK 09/11/14 0 GLASS TYPE C GLASS TYPE C DWG N: REV.: CWS- 945 A SCALE: SHEET 1: 1.33 3OF7 a'gom.fflWINDOWSYSTEMS INTERIOR 1900 SW 44TH AVE. B 8 OCALA, FLORIDA 34474 www.cws.cc O O 655 PVC PICTURE WINDOW 0 7 NON -IMPACT 0 0 o Qo 4 w 3 7 5 5 7 4 a U) SECTION VIEW B-B LL 0 1 ir e > W D a a7 w ¢ a U o 5 w 0Z INTERIOR rgoRElY ,TO•,. 5 IS No 58201 FTAT OF B a ,firti! 9' •N2 • Q In p ° LUCAS A. TURNER, P.E. o FL PE # 58201 a 1239 JABARA AVE. NORTH PORT, FL 34288 SECTION VIEW A -A SECTION VIEW C-C PH. 941-380-1574 ALTERNATE FIN FRAME SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: DATE: EMK 09/11/14 DWG#: REV.: CWS-945 A SCALE: SHEET 1:2 40F7 18 24 30 36 42 48 54 z_ f 60 xC7wx t 66 D 68 72 76 78 84 90 96 O"CONFIG. DESIGN PRESSURES, PSF (POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) GLASS UNIT WIDTH IN.) TYPE 18 24 30 36 42 48 54 60 66 68 72 76 78 84 90 96 A 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 7S.0 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 7S.0 75.0 75.0 75.0 7S.0 75.0 75.0 A 75.0 75.0 75.0 75.0 75.0 75.0 70.8 62.7 56.3 55.2 S3.0 51.2 50.5 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 A 75.0 75.0 75.0 75.0 75.0 75.0 69.9 60.4 52.0 r:-'ks: C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.7 70.5 68.7 B or D 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 A 75.0 75.0 75.0 75.0 75.0 73.6 65.8 58.7 52.0 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.3 66.8 64.5 58.0 53.9 51.0 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.9 66.3 A 75.0 75.0 75.0 75.0 72.8 65.0 56.9 52.1 a C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.3 66.7 63.1 63.1 55.7 50.7 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.4 64.3 59.1 A 75.0 75.0 75.0 73.6 65.0 56.7 50.3 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.8 67.6 62.0 62.0 62.0 55.7 50.7 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.8 67.6 63.3 63.3 63.3 63.3 58.8 53.9 A 7S.0 70.8 69.9 65.8 S6.9 50.3 72.4C75.0 75.0 75.0 75.0 75.0 75.0 72.4 67.8 64.5 58.8 54.0 50.0 50.0 B or D 75.0 75.0 75.0 75.0 75.0 75.0 72.4 72.4 67.8 64.5 58.8 54.0 50.0 50.0 50.0 50.0 A 75.0 62.7 60.4 58.7 52.1 C 75.0 75.0 75.0 75.0 7S.0 75.0 72.4 64.2 63.6 61.8 S6.7 51.7 B or D 75.0 75.0 75.0 75.0 75.0 75.0 72.4 64.2 64.2 62.6 56.7 51.7 A 75.0 56.3 52.0 52.0 T50.3C75.0 75.0 75.0 75.0 75.0 70.8 67.8 63.6 53.1 53.1 53.1 B or D 75.0 7S.0 75.0 75.0 75.0 70.8 67.8 64.2 53.1 53.1 53.1 S0.3 A 75.0 55.2 y C 75.0 75.0 75.0 75.0 72.3 67.6 64.5 61.8 53.1 50.0 B or D 75.0 75.0 75.0 75.0 75.0 67.6 64.5 62.6 53.1 50.0 50.0 50.0 A 75.0 53.0 C 75.0 75.0 75.0 71.3 66.7 62.0 58.8 56.7 53.1 50.0 B or D 75.0 75.0 75.0 75.0 75.0 63.3 58.8 56.7 53.1 50.0 A 75.0 51.2 Y C 75.0 75.0-7S.0 66.8 63.1 62.0 54.0 51.7 503 B or D 75.0 75.0 75.0 75.0 75.0 63.3 54.0 51.7 50.3 50.0 A 7S.0 50.5 C 75.0 75.0 75.0 64.5 63.1 62.0 50.0 B or D 75.0 75.0 75.0 75.0 75.0 63.3 50.0 A 75.0 C 75.0 75.0 72.7 58.0 5S.7 55.7 50.0 B or D 75.0 75.0 75.0 75.0 70.4 63.3 50.0 A 75.04r`' C 75.0 7S.0 70.5 53.9 50.7 50.7 50.0 B or D 75.0 75.0 75.0 719 64.3 58.8 50.0 A 75.0 C 75.0 750 68.7 51.OWy1,k,ta,'L` B or D 75.0 75.0 75.0 66.3 59.1 53.9 50.0 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 4 11 PART# DESCRIPTION VENDOR MATERIAL WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC H-6129FLG MAIN FRAME, FLANGE, HEAD ATN PVC H-6129FLG MAIN FRAME, FLANGE, SILL ATN PVC H-6129FLG MAIN FRAME, FLANGE, L. JAMB ATN PVC H-6129FLG MAIN FRAME, FLANGE, R. JAMB ATN PVC GLASS SEE SHEET 3 S-6141 GLAZING BEAD ATN PVC 655 PVC PICTURE WINDOW NON -IMPACT S-6144 FRAME FILLER ATN PVC PURFECT GLAZE "H", SIKAFLEX 552 HENKEL/SIKA P-3352 SET. BLK., 85 Dur., 1/8" x 5/8" x 2" Lg. I I P-6129FIN MAIN FRAME, FIN ATN PVC N o ul Q c PVC FRAME FLANGE H-6129FLG PVC FRAME FIN H-6129FIN 5/16" 15/16" 1/16" J PVC GLAZING BEAD S-6141 3/4" 5/16" v1s• PVC TRIM S-6144 U) U z m O o rn N Z wO0C a a o _ w 0CU o rn w PpLl9 RE tiV fT!'i s 58201 •:-A TA7k OF O R% LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 EMK 09/11/14 VG #: REV.: CWS-945 A ALE: SHEET 1:2 5OF7 6" MAX. 6" MAX. 9 1/2" MAX. TYP.) NOTES: ANCHOR LAYOUT - (FLANGE) 4" MAX. (TYP.) t 1 . 1 8" MAX. O.C. (TYP.) 4" MAX. (TYF INSTALLATION ANCHOR (TYP.) 8" MAX. O.C. TYP.) ANCHOR LAYOUT - (FIN) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. Nu i e z 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC INSTALLATION ANCHOR (TYP.) 655 PVC PICTURE WINDOW NON -IMPACT hN F- O UmLL N ZQO a d ww CCU W 44L, No 58201 : STAT- OF :lJJ. 2. SHIM AS REQAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE 1:rlrr+rr4 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Z 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 7. 4/3 LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 PH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET 7. SHEET DESCRIPTION: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1 X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE: 1 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 09/11/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 0wc s: REV.: 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS- 945 A SCALE: SHEET FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1: 20 6 OF 7 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SUBSTRATE MIN. EDGE DIST. SEE TABLE 1 BY OTHERS SEE TABLE 1 1/4" MAX. SHIM SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT MIN. EDGE DIST. SEE TABLE 1 SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEALANT BEHIND FLANGE BY INSTALLER Q nnFII 1/4" MAX. SHIM SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 I 1/4" MAX. SHIM SEALANT BEHIND LI FLANGE BY INSTALLER p 0 PERIMETER SEALANT MIN. EMBEDMENI BY INSTALLER SEE TABLE 1 INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 SEALANT UNDER SCREW VERTICAL SECTION HEAD BY INSTALLER 7J TYPICAL SILL ANCHORAGE PERIMETER SEALANT BYINSTALLER INS DE AND OUT SEALANT BEHIND FLANGE BY INSTALLER HORIZONTAL SECTION 7 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1-3/81, 7/8„ FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 10-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16„ FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16„ FIN 2X MIN. SOUTHERN PINE (G=0.55) 1#8WOODSCREW 1-1/2" 7/16" MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 7 BY OTHERS SEE TABLE 1 MIN. EMBEDP SEE TABLE 1 PERIMETER SEALANT BYINSTALLERQ000INSIDEANDOUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 7 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 655 PVC PICTURE WINDOW NON -IMPACT W o l' P ..UFtEl GEN,, No 58201 P STATE 0P0*1 l r NA Ittoo o z,7- 41312016 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. PERIMETER SEALANT BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 HORIZONTAL SECTION SHEET DESCRIPTION: 7 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 09/11/14 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG #: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-945 A PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scALE: SHEET SHOWNFORFLANGEWINDOWS. 1:2 7 OF 7 customll";k: WINDOW SYSTET-IS Em, a, j S Isol I iM Loaiw r>i:fma om,N.E ci-lsk =s lb, -*A PRODUCTS RESOURCES DEALER LOCATOR TRADE PROFESSIONALS COMPANY HomF a PradUCA-, > WindOW5 > > Aria Serkn SSSVil-iyl NOrl-k-n-f),1CA Puts WeWMd0,VV Aria Series 655 Vinyl Non -Impact Picture Window Ck W,,, wAd th; ES70 SDokwlp, H'a-no, FAgG "1 U1 G i l -6da (,eppart eP.- BCIS Home Log In ` User Registration Hot Topics ? Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map , Links Search I Busines s,"W; . Product Approval (7 Q Professional 4`" ' USER: Public User si.tRll Product ADprnVal Menu > Product or Application Search > Application List> Application Detail FL # Application Type Code version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical. Representative Add ress/Phone/Email. Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16554-R4 Revision 2014 Approved A YKK AP America 1229 Hwy 441 Bypass Dublin, GA 31021 678) 838-6000 Ext6066 davidoliver@ykk-api.com Hermes Norero fbc@buildingdrops.com Chris Moody 332 Firetower Rd Dublin, GA 31021 478)277-2549 chr'ismoody@ykk-api.com Greg Hultquist 332 Firetower Road Dublin, GA 31021 478) 277-2515 greghultquist@ykk-api.com Exterior Doors. Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16554 R4 COI COI YKK SS 2015-10-18.0df Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 httns://www.floridabuildinu.orL/nr/nr ann dtl.asnx?naram=wGEVXOwtDavaau2w°/o2bn... 5/24/201 f rlulluQ j5wlulllb' I.VuG %J111111G r agc c ui t Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # ( Model, Number or Name 16554.1 135 H Method 1 Option D 10/28/2015 11/02/2015 11/03/2015 12/15/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Drawings for design pressure depending on glass types and missile impact ratings. Description 35 H Large and Small Missile Impact Installation Instructions FL16554 R4 II YKK020 SS 2015-10-30.0f Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL16554 R4 AE 35H-50H Door Tremco Gasket Report.Ddf FL16554 R4 AE PER4025 SS 2015-10-30.0f Created by Independent Third Party: Yes 16554.2 35 H 35 H Large Missile (Level E) Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R4 II YKK157 - 35H SS 2015-10-30.odF Verified By: Hermes F. Norero, P.E. FL PE No. 73778ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-90 Evaluation Reports Other: Large Missile Impact Rated for Risk Category IV - FL16554 R4 AE 35H-50H Door Tremco Gasket Reoort.pdf FL16554 R4 AE PER 4007 SS 2015-10-30.odfEssentialFacilitiesorStructures Created by Independent Third Party: Yes 16554.3 50 H 50 H Large Missile (Level E) Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R4 II YKK158 - 50H SS 2015-10-30.odf Verified By: Hermes F. Norero, P.E. FL PE No. 73778ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +90/-90 Evaluation Reports Other: Large Missile Impact Rated for Risk Category IV - FL16554 R4 AE 35H-50H Door Tremco Gasket Reoort.odf FL16554 R4 AE PER 4008 SS 2015-10-30.1)dfEssentialFacilitiesorStructures Created by Independent Third Party: Yes 16554.4 50 H 50 H Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16554 R4 II YKK021 SS 2015-10-30.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Drawings for design pressure FL16554 R4 AE 35H-50H Door Tremco Gasket Reoort.Ddf depending on glass types and missile impact ratings. FL16554 R4 AE PER3560 SS 2015-04-19.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, 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 emailsprovided 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 ® Y 01 sccuritymi. Tn fc.c httDs:// www.floridabuildina.ora/Dr/Dr ann dtl.asnx?naram=wGEVXOwtDavaau2w%2bn... 5/24/2016 398 East Dania Beach 'Blvd. BUILDING DROPS Suite 338 Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.3919.8478 PH Certificate.of Authorization: 29578 954.744,4738 FX contact@buildingdrops.com Product Evaluation Report Of YKK AP America, Inc. Series 3511 Aluminum Outswin2 Entrance Door Missile Level E Impacthated. for Florida Product Approval FL# FL1.6554 Report No. 4007 5 th Edition Florida Building Code Method: I — D (Engineering Evaluation) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Series 35HAluminum Outsiving Entrance Door Missile Level P Impact Rated Material: Aluminum 6063-T5 Product Dimensions: See installation instructions YKK157 Prepared For: YKK AP America, Inc. 332 FiretoNvet- Road. Dtiblin, (.--, A 3.1,021 Prepared by: Herme. s F. Norero, P.E. Florida Professional Engineer # 73778 Date: 10/15/2015 Contents: Evaluation Report Pages I — 4 S F, 0 '0 0 0% He FlorMcl 140. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: YKK AP America, Inc. Product Category: Exterior Door Assembly Product Sub -Category Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) FL#:FL16554 Date: 10/15/2015 Report No: 4007 Product Name: Series 35H Aluminum Outswing Entrance Door Missile Level E Impact Rated Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the Florida Building Code. See Installation InstructionsYKK157, signed andsealed by Hermes F. Norero, P.E. (FL# 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product -anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protectionthis product complies with Chapter 16 of the Florida Building Code and does not require an impact resistant covering. Product has been tested to Missile Level E Impact requirements. 4. Site conditions that deviate from the details of drawing YKK157 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions YKK157 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 t BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#:FL165'54 Date: 10/15/2015 Report No: 4007 Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural' Testing, Inc. (FBC Organization #: QUA 1844). Performance Standards: The product described herein has been tested per: TAS 201-94 TAS 202-94 TAS 203-94 Referenced Data: 1. Product Testing performed by Architectural Testing, Inc, FBC Organization #: TST3892) Report #: E2890 01-550-18, : Report Date: 04/16/15 Report #: E2890 02-550-18, Report Date 04/14/15 Report#: E2890..03-550-18, Report Date:04/16/15 Report #;.E28.90.04-550-1% Report Date 04/14/15 2. Quality Assurance Architectural Testing, Inc. FBC Organization # QUA1844) 3. Material Certification Miami -Dade County RER — Product Control Section NOA E.I. DuPont De'Nemours & Co. Inc. SentryGlas lnterlayer Hermes F Norero, P.E. Florida No. 73778 Page 8 of 4 BUILDING DROPS A Perfect Solution in Every Drop611,10116 Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL#:FL16554 Date: 10/ 1-5/2015 Report No: 4007 Through Frame Installation: A. For 2x wood buck substrate, use #14 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use 1/4" TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. E. For aluminum substrates, use 1/4" TEK Screw type metal stud anchors of sufficient length to achieve minimum 3 threads penetration beyond aluminum structure. Refer to Installation Instructions (YKK157) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK157) for design pressure limitations based on glass type, configuration, and sizes. Installation Methods: Refer to Installation Instructions (YKK157) for installation methods, anchor locations, and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 go to: CRL PASS-THRU WINDOWS crlaurence.com./pass-thrus tRL Horizontal Sliding Pass-Thru Window Components CRL Vertical CRL Vertical Frame Frame Extrusion 4=N Extrusion With Finger Pull This versatile extrusion is Designed for use used to frame glass edges. ',. on 1/4" (6 mm) glass. Profile matches our D1623,.. 308" Profile matches D623 242" Dust Proof Rail (see below). t (8 mm) Frame Extrusion. .319 {— (6 mm) j (8 mm) f j 669" r e ,,fit I . 997' (17 mm) D623A 12' (3.66 m) Satin Anodized (25 mm) D639A 12 (3.66 m)- Satin Anodized L .443" D623DU 12' (3.66 m)' Duranodic Bronze D639DU 12' (3.66 m)' Duranodic Bronze (11 mm) D623GA 12 (3.66 m)' Gold Anodized D639GA 12 (3 66 rn)' Gold Anodized 1--- 428" ....- --..._ - ---...... ----------- — 994' Minimum order.. I stock length. } (11 mm) Minimum order: 1 stock length. (25 mm) CRL Dust Proof CRL Single Jamb Extrusion Rail With Bumper ;With Sponge Rubber Insert` t The Wiper provides a seal_ `-" Single Jamb Extrusion is used when u between the sliding tracks. "' a single vertical jamb is required. The Bumper cushions glass closure. .813" .098' sponge rubber insert acts as a cushion l50" 21 mmZ _ ( 3 mm) so there is no glass -to -metal or (10" metal to -metal contact P m s D1623A 12' (3.66 m)' Satin Anodized .I k D606A 12' (3.66 m)' Satin Anodized 6 mm) _;. (14 inm) 1. 000" (25 mm) (6 mm) D1623DU 12' (3.66 m)' Duranodic Bronze .307" 431" D606DU 12 (3.66 m)' Duranodic Bronze. Minimum order; 1 stack length. (8 min) (11 mm) ^Minimum order. 1 stock length. — —------- (1620" CRL Double Jamb Extrusion With Sponge Rubber Inserts This extrusion is used when a` w double jamb is required, typically for models with Screens. The sponge 517 rubber insert acts as a cushion 13 min) •279" so there is no glass -to -metal or 250" 7 mm) .555" metal - to -metal contact. 6 min) I 14 min) LT ffi ': e v D1606A 12' (3.66 m)' Satin Anodized 1.843" D1606DU 12` (3.66 m)' Duranodic Bronze 47 mm) Minimum order: 1 stock length. CRL Deck Low Catches r ' Profile Spring loaded retractable plunger can be positioned for block the path of the 3 ,p sliding panel frame. rN, , Standard D812A D813A Satin Anodized D812DU D813DU Duranodic Bronze Minimum order.. 1 each. CRL Frame Corners With Screws 1, 000'. 1.000" 1.000" / 1.000" 25 mm) (25 mm) (25 mm) (25 mm) 250" a I 500" .500" ;, (6 min) 125" •500" r ( 13 mm) (13 mm) (3 mm) (13 min) CAT. NO. D662WS CAT. NO. D658WS . 'S x Upper Frame Comers Lower Frame Corners ` Designed to connect and attach Aluminum Frame Extrusions The Corner is inserted inside the Frame, and then fastened with the two screws that are included. Minimum order is one each NOTE: Cat. No. D658WS - Left side inserts into horizontal extrusion. Right side inserts into vertical extrusion. CRL Spring Loaded Catch Designed to be used on bypassing doors. It mounts on XA I, wii theFrontHanger, and the plunger locks into a 9/ 32" (7 mm) hole drilled in the Back Hanger. D52A Satin Anodized D52DU Duranodic Bronze Minimum order. 1 each. CRL Handed Window Catch Handed Window Catch for 1 mounts next to the jamb near the top of the opening where the plunger locks into a 9/32" (7 mm) hole drilled into the sliding panel. Left Hand Shown ME D53ALH D53ARH Satin Anodized D53DULH D53DURH Duranodic Bronze Minimum order: 1 each. Handing Is viewed from exterior side and is reversible All aluminum extrusions can be combined for quantity pricing. A Packing Charge will be added to orders of fewer than 10 combined lengths. Stock lengths longer than 98" (2,49 m) must ship common carrier, unless you specify we cut them for UPS. A Cutting Charge will apply. go to crlaurence coin to search for TOLL Phone: (800) 421-6144 ypass thrus Search ' GG156 FREE Fax: (800) 262-3299SEIM lnhor enter the Catalog Number torcomplete product information From Anywhere in the U.S'. or Canada ®9Al UMINUM CRL PAS S -T H R U WINDOWS For Pricing on CRL Products, Call Toll Free 800) 421-6144, or Visit crlaurence.com CRL Horizontal Sliding Pass-Thru CRL Lock Catches for Pass-Thru Windows and Rolling Track Assemblies Efficient and Economical Catch Locks Can Be Deck Mounted or Installed at the Header Available in Two Finishes o This optional Keyed Lock Assembly for horizontal pass-thru window kits is a modified version of CRL CAT. NO. D802C/D802DU. Sold separately by special order only. CRL Deck Catch This CRL Deck Catch for Pass-Thru Windows was primarily developed for use with track assemblies with taller H-Bars. It mounts on the deck and is placed close to the sliding panel so it can act as a guide. It should be positioned so the plunger can push into the sliding panel, locking it in place. Locks into a 9/32" (7 mm) hole drilled in the sliding panel's frame, or can fall behind the frame, which would eliminate drilling. i Ta 17% A B813A Satin Anodized B813DU Duranodic Bronze Minimum order:1 each. CRL Left Handed Window Catch This CRL Left Handed Window Catch for Pass-Thru Windows is not spring loaded. It mounts next to the jamb near the top of the opening where the plunger locks into a 9/32" (7 mm) hole drilled into the sliding panel. IFS D53ALH Satin Anodized D53DULH Duranodic Bronze Minimum order.. I each. Handing is viewed from exterior side, and Is reversible. Window Components CRL Low Profile Deck Catch This CRL Low Profile Deck Catch for Pass-Thru Windows is spring loaded. It is typically installed where the retractable plunger can be positioned to block the path of the sliding panel frame. NET RRQMI D812A Satin Anodized D812DU Duranodic Bronze Minimum order:1 each.. CRL Spring Loaded Catch This CRL Spring Loaded Catch for Pass-Thru Windows is designed to be used on bypassing doors. It mounts on the Front Hanger, and the plunger locks into a 9/32" 7 mm) hole drilled in the Back Hanger to secure both doors. IBM— D52A Satin Anodized D52DU Duranodic Bronze Minimum order:1 each. CRL Right Handed Window Catch This CRL Right Handed Window Catch for Pass-Thru Windows is not spring loaded. It mounts next to the jamb near the top of the opening where the plunger locks into a 9/32" (7 mm) hole drilled into the sliding panel. D53ARH Satin Anodized D53DURH Duranodic Bronze Minimum order.. I each. Handing is viewed from exterior side, and is reversible. LOG ON To crIaurence.com FOR BUSINESS -TO -BUSINESS SERVICES T126 I PHONE (800) 421-6144 1 FAX (800) 262-3299 TOLL FREE FROM ANYWHERE IN THE U.S.A. OR CANADA W om Provrela YKK AP Hurricane & Blast Solutions Protection You Can Count On The industry's most durable entrance system is now available in medium and wide stile versions. In addition 1 to a comprehensive array of locking and hinging options,w this product is available with monolithic or 1" insulating r£ I== laminated glass for medium and wide stile applications. Mid -Rail and bottom rail options provide additional design x' flexibility for the specifier. YKK AP has also addressed ongoing maintenance in abusive environments, such as schools and military bases. To reduce maintenance costs choose either rim panic exit devices combined with an impact rated aluminum removable mullion, or single point locks paired with flush bolts on the inactive panel. These institutional grade entrance systems provide maximum security under the most demanding conditions without the need for steel. reinforcing. They also integrate with YHS storefront and YHC curtain wall framing systems. Model 35H and 50H entrances are Large and Small Missile Impact resistant tested, as well as Blast Mitigation Tested. With the expansion of hardware and performance options, they are your single source for hurricane resistant, government, and DOD applications. Product Benefits Large & Small Missile Impact— To 90 PSF Florida Product Approval — HVHZ Blast Mitigation Testing — ASTM F 1642 — Minimal Hazard YKK AP VersaJamb® Door Frame Water Performance — ASTM E 331 —10.5 PSF Monolithic or IGU Glazing Pocket Monolithic and insulating glazing utilize different rail designs Thermal Performance Improved thermal performance can be achieved with Insulating Glass. Entrances have been thermally tested utilizing insulating glass with 0.29 center of glass "U" factor. Glazing Options For reduced installation labor, dry glaze solutions (to 90 PSF) are available. Wet and Dry Glaze options are available for both hurricane impact and blast mitigation. Integral Muntins For increased aesthetic possibilities Insulating Glass units can be ordered with internal muntins. Standard Entrances Singles: 3'-0" x T-0" & 3'-0" x 8'-0" Pairs: 6'-0" x T-0" & 6'-0" x 8'-0" Rixson Pivot, Butt Hung and Continuous Hinge Single and 3-Point Locks for Single Doors, 5-Point Locks for Pairs Rim and CVR Exit Devices Custom Entrances Singles: Up to 4'-0" x 8'-0" Pairs: Up to 8'-0" x 8'-0" Is Pairs: Up to T-0" x 8'-0" with Rim Panic m Standard and Custom Hardware For additional information on architectural aluminum products offered by YKK AP America Inc. visit our web site at www.ykkap.com. 02016 YKK AP America Inc. is a subsidiary of G YKK Corporation of America. 01-5001-04 7orida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQw... I NIr BCLS Home Log In I User Registration I Hot Topics i Submit Surcharge I Stats & Facts ! Publications i FBC Staff t BCLS Site Map I Links i Search a Product Approval D- USER: Public UserFloridp . _. Product Approval Menu > Product or Application Search > Application List > Apprkation DetaB 4i t FL # Application Type Code Version Application Status 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) FL17354-RI Revision 2014 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 352)368-6922 Ext255 sbrooks@cws.cc Stephen Brooks sbrooks@cws.cc Erin Koss 190o SW 44th Ave. Ocala, FL 34474 352)368-6922 Ext291 ekoss@cws.cc ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 352) 368-6922 Ext291 jlathrop@cws.cc Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 Evaluation Report - Hardcopy Received Lucas. A Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL17354 RS COI EvalRep CWS-944A (PW-615. NI).Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440-08 ASTM E1300-04 Year 2008 2004 of 2 :; . 7/5/17, 8:02 PM lorida Building Code Online https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQw... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date. Submitted 04/10/2015 Date Validated 04/14/2015 Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Gummn" of Prnrlurfc FL # Model, Number or Name Description 17354.1 PW-615 Vinyl Fixed Window PW-615 Vinyl Fixed Window, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ: No FL17354 R1 II CWS-944A (PW-615, NI).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Tuner PE-58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: PW-615, Max sizes 54" x 96" & 68" x 76", Fin, FL17354 R1 AE EvalReo CWS-944A (PW-615, NI).pdf Created by Independent Third Party: YesFlange, DP +50/-50 PSF. Glass complies with ASTM E1300-04. 17354.2 PW-655 Vinyl Fixed Window PW-655Vinyl Fixed Window, Non -Impact Limits of Use Installation Instructions Approved for use in HVHZ:: No FL17354 RI II CWS-945A (PW-655. NI).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner PE-58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: PW-655, Max sizes 54" x 96" & 68" x 76" Fin, FL17354 R1 AE EvalRep CWS-945A (PW-655. NI).Ddf Created by Independent Third Party: Yes Flange, DP +50/-5o PSF. Glass complies with ASTM E1300- 04. Bade 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:: 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 pubic -records request, do not send electronic mad to this entity. Lrstead, contact the office by phone or by traditional mad. 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 emais provided maybe 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 area licensee under Chapter 455, F S., please click hem. Product Approval Acoepts: 09 M of 2 7/5/17, 8:02 PM URNER ENGINEERING & CONSULTING, INC. Product Description: Series 655 Vinyl Fixed Window, Non Impact 1239 Jabara Ave. North Port,-FL-34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 945A April 3, 2015 Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 50' Edition (2014) Florida Building Code outside the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-945A, signed and sealed by Lucas A. Turner, P.E. 3) Test Report NCTL-210-3977-1 and -2, from National Certified Testing Laboratories, Orlando, FL, with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-945A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-945A. Limitations of Use: This product: May be used in product sizes and shapes with glass DLO sizes as shown in CWS-945A Achieves design pressures as shown in comparative analysis table in CWS-945A Is non -impact and requires the use of shutters in windborne debris regions May not be used in the High Velocity Hurricane Zone Requires glass types as shown in CWS-945A Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t F rn rrrlrfft3 +t PtyDREGy.G.,. No 58201 STATE OF y 0 • 4Q 4/3/2015iC Lucas A. Turner, P.E. E++ FL PE #58201 Uit l 5: Ft HI PICTURE WINDOW - NON -IMPACT 971/4' FLANGE WIDTH 96" MAX UNIT WIDTH 88 7/8' GLASS DLO A ANGE TIGHT 54' BMAX UNIT O HEIGHT 46 7/8' GLASS DLO C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 ARCHITECTURAL SHAPES.................2 GLAZING DETAILS...............................3 SECTION VIEWS & ALT. FRAME DP CHART, BOM & EXTRUSIONS.......5 ANCHOR SCHEDULE & NOTES .......... 6 INSTALLATION DETAILS.....................7 C I A I 77 FL HE 1 ss 1/a• so ne 1/4' 1NGE IGHT 76- MAX UNIT HEGHT 68 7/8' GLASS DLOLL GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSYEMS 0TOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 3) WWW.CWS.CC. 3 CONFIGURATIONS:SHAPES INCLUDE, BUT ARE NOT LIM TTO, THOSE SHOWN ON SHEET 2 655 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 5): PICTUREIWINDOW NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND NON -IMPACT GLASS TABLESASTME-1300-04. POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER n INFILTRATION TESTPRESSUREANDGLASSTABLESASTME- 1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED N o F- p IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. w m OJ 6. NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE o SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. LL O v N 7. ALL FRAMES FULLY WELDED. Z w w O D= 8. SERIES / MODEL DESIGNATION PW-655. a as 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: Wa 0 - FIXED SASH a w n 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z LOCATION. IIIIaAOREy r4, MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 68" x 76" SEE COMPARATIVE ANALYSIS CHART, SHEET 5 NONE 96" x 54" NONE No 58201. 9 STATE OF 4O F' [ O z LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941- 380-1574 1 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: EMK 1 09/11/14 CWS-945 A ALE: SHEET 1:25 1 OF 7 FULL CIRCLE L:il 1/2 CIRCLE 1/4 CIRCLE TRAPEZOID OCTAGON TRIANGLE 1900 SW 44THAVE. OCALA, FLORIDA 34474 W W W.CWS.CC 655fPVC PICTURE WINDOW NON -IMPACT 1111111mil tPtyO RE t" IfIrlby "T., ENs:y: PNo58201 NOTES: 9 , STATE OF : Z1I` 0,n S.T 1. SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 6R .. P SOON' LN 2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. rtn THRU FIN - WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. LUCAS A. TURNER, P.E. 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS FL PE # 01 MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6, WITH ANCHOR 123 RA ASPACINGMEASUREDALONGTHELENGHTOFTHEPRODUCT. NORTHH PORT, FL 34288 PH. 941-1380-1574 ARCHITECTURAL SHAPES EMK 09/11/14 VG R: REV.: CWS-945 A ALE:SHEET 1:1 2OF7 7/8" OVERALL 7/8' OVERALL 1/8' ANNEALED 1/8" TEMPERED 5/8' AIRSPACE 518" AIRSPACE 1/8" ANNEALED 1/8" TEMPERED SIKAFLEX 552 OR 9 SIKAFLEX 552 OR PURFECT GLAZE'H' PURFECT GLAZE"H' 5/8" GLASS BITE I 5/8" GLASS BITE GLASS TYPE A U GLASS TYPE B 7/8' OVERALL 7/8' OVERALL 3/16" ANNEALED 3116" TEMPERED 1/2" AIRSPACE 1/2" AIRSPACE 3/16" ANNEALED 3/16" TEMPERED y SIKAFLEX 552 OR y SIKAFLEX 552 OR PURFECT GLAZE'H' PURFECT GLAZE'H' GLASS BITE I.1 5/8' GLASS SITE GLASS TYPE C u GLASS TYPE C WINDOW SYSTEMS ( 1900 SW 44THIAVE. OCALA, FLORIDA 34474 W W W.CW S.CC 655 'PVC PICTURE WINDOW NON -IMPACT w I- 0 f No 58201 STATE OF :4f fON Aiti``, 413/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HEET DESCRIPTION: GLAZING DETAILS i PAWN BY: DATE: EMK 09/11/14 WG #: REV.: CWS-945 A GALE: SHEET 1:1.33 30F7 n®• WINDOW SYSTEMS INTERIOR 1900 SW 44TH'AVE. 8 8 OCALA, FLORIDA 34474 www.CVVS.CC 0 0 655 IPVC PICTURE WINDOW 0 0 NON -IMPACT 0 0 nn t2 oSJ Qo wN ¢ I1 w m 3 7 5 5 7 4 cl) a SECTION VIEW B-B LL z0 8 a Z W W O D o d 7 w D: U W 5 p O z INTERIOR ': 0.,``PNO RE by 5 GPf:.`GE7JS G4iyCn: No 58201 D 7 D 11 :9 STATE OF ?W W 2 3 a S4O Fss,( O IEl 1 N\` 0NA1 E p` p ° LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 SECTION VIEW A -A SECTION VIEW C-C PH. 941-380-1574 ALTERNATE FIN FRAME SHEET DESCRIPTION: I SECTION VEWS DRAWN Y: DATE: EMK 09/11/14 DWG #:. REV.: CWS-945 A SCALE: SHEET 1.2 40F7 z 0• CONFIG. DESIGN PRESSURES, PSF (POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) GLASS UNITW IDTH (IN.) TYPE 18 24 30 36 42 48 54 60 66 68 72 76 78 84 90 96 A 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 18 C 75.0 75.0 75.0 75.0 75.0. 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 A 75.0 75.0 75.0 75.0 75.0 75.0 70.8 62.7 56.3 55.2 53.0 SL2 50.5 24 O 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 A 75.0 75.0 7S.0 7S.0 75.0 75.0 69.9 60.4 52.0 r is w e 30 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 72.7 70.5 68.7 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 A 75.0 75.0 75.0 75.0 75.0 73.6 65.8 58.7 52.0 36 C 75.0 75.0 75.0 75.0 75.0 75.0. 75.0 75.0 75.0 75.0 71.3 66.8 64.5 58.0 53.9 51.0 B or D 7S.0 75.0 75.0 7S.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.9 66.3 A 75.0 75.0 75.0 75.0 72.8 65.0 56.9 52.1'':; OMM' 42 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.3 66.7 63.1 63.1 55.7 50.7- B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.4 64.3 59.1., A 75.0 75.0 75.0 73.6 65.0 56.7 50.3 fr 48 C 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.8 67.6 62.0 62.0 62.0 55.7 50.7 B or D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.8 67.6 63.3 63.3 63.3 63.3 58.8 53.9 A 75.0 70.8 69.9 65.8 56.9 50.3 V58. 8 54C75.0 75.0 75.0 75.0 75.0 75.0 72.4 72.4 67.8 64.5 54.1 50.0 50.0 50.0 B or D 75.0 75.0 75.0 75.0 75.0 75.0 72.4 72.4 67.8 64.5 58.8 54.0 50.0 50.0 50.0 50.0 A 75.0 62.7 60.4 58.7 52.1 v 60 C 75.0 75.0 75.0 75.0 75.0 75.0 72.4 64.2 63.6 61.8 56.7 SL7 B. or D 75.0 75.0 75.0 75.0 75.0 75.0 72.4 64.2 64.2 62.6 56.7 51.7 A 75.0 56.3 S2.0 52.0 66 C 75.0 75.0 75.0 75.0 75.0 70.8 67.8 63.6 53.1 53.1 53.1 50.3 B: or D 75.0 75.0 75.0 75.0 75.0 70.8 67.8 64.2 53.1 53.1 53.1 50.3 A 75.0 55.2H'a 68 C 75.0 75.0 75.0 75.0 72.3 67.6 64.5 6L8 53.1 50.0 50.0 B or D 75.0 75.0 75.0 75.0 75.0 67.6 64.5 62.6 53.1 50.0 50.0 50.0 A 75.0 53.0 a 72 C 75.0 75.0 75.0 71.3 66.7 62.0 58.8 56.7 53.1 50.0 B or D 75.0 75.0 75.0 75.0 75.0 63.3 58.8 56.7 53.1 50.0 A 75.0 5L2 W d 76 C 75.0 75.0 75.0 66.8 63.1 62.0 54.0 51.7 50.3 B or D 75.0 75.0 75.0 75.0. 75.0 63.3 54.0 5L7 50.3 50.0 A 75.0 50.5 OF W UMMUN WIN WM78 C 75.0 75.0 75.0 64.5 63.1 62.0 50.0 B or D 75.0 75.0 75.0 75.0 75.0 63.3 50.0 A 75.0 84 O 7S.0 75.0 72.7 58.0 55.7 55.7 50.0 B or D 75.0 75.0 75.0 75.0 70.4 63.3 50.0 A 75.0 z. 53. 9 90C75.0. 75.0 70.5 50.7 50.7 50.0 B or D 75.0 75.0 75.0 71.9 64.3 58.8 50.0 A 75.0 96 C 75.0 750 68.7 51.0 w",ii',`„yy')ej,,*r" B or D 75.0 75.0 75.0 66.3 59.1 53.9 50.0 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. H- 6129FLG MAIN FRAME, FLANGE, HEAD H- 6129FLG MAIN FRAME, FLANGE, SILL H- 6129FLG MAIN FRAME, FLANGE, L JAMB H- 6129FLG MAIN FRAME, FLANGE, R. JAMB GLASS SEE SHEEF3 S- 6141 GLAZINGBEAD S- 6144 FRAME FILLER PURFECTGLAZE " H", SIKAFLEX 55: P- 3352 SET. BLK., 85 Dur., 1/8" x 5/8" x 2" P- 6129FIN MAIN FRAME. FIN PVC FRAME FLANGE H- 6129FLG PVC FRAME FIN H- 6129FIN ATN PVC QV-lSIYALLDISUULI(Y l ATNPVCIWINDOMSYSTEMSATN I PVC 1900 SW 44THIAVE. ATN PVC OCALA, FLORIDA34474 www. cws.cc TN I PvC 655PVC 7L/ SIKAI PICTURE WINDOW NON - IMPACT TN PVC I m cn U Z coO U. n o j W a d cc w Q UO cn LUW7 1. 5/16• 1/16" No 58201 PVC GLAZING BEAD = S- 6141 13 STATE OF 0ST O R 10 - 5,' ONA' i LUCAS A. TURNER, P.E. 3/ 4" FL PE # 58201 1239 JABARA AVE. 5/ 16• NORTH PORT, FL34288 PH. 941- 380-1574 1 1/16• SHEET DESCRIPTION: i PVC TRIM S- 6144 DRAWN BY: DATE: EMK 09/11/14 CWS- 945 A ALE- SHEET 1: 2 5OF7 6• MAX (TYf 6• MAX (TYF 9 1/2" MAX. O.C. TYP.) ANCHOR LAYOUT - (FLANGE) 4' MAX. (TYP.) 4' MAX. (TYP.) INSTALLATION ANCHOR (TYP.) 8" — MAX. O.C. TYP.) e• MAX O.C. (TYP.) O ANCHOR LAYOUT :.(FIN) SEE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. WINDOW SYSTEMS IS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 655 PVC PICTURE:WINDOW NON -IMPACT m Z LL 0 V (n O w 0 ¢ a a o — w 0= Q UoW o No 58201 9 9 STATE 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 7. LUCAS A. TURNER, P.E. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288 PH. 941-380-1574SPECIFIEDINTABLE1, SHEET 7. SHEET DESCRIPTION: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE At' OPTIONAL. NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN 6 : DATE: 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 09/11/14 DWG #: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) CWS-945 A SCALE: SHEET 1:20 6OF7 TYPICAL. HEAD ANCHORAGE jam ---I MIN. EDGE DIST. J SEE -TABLE .1 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT— BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION SEE TABLE 1 SEALANT BEHIND LI FLANGE BY INSTALLE11APm—_i PERIMETER SEALANT MIN. BYNSTALLER SEE. INSIDEANDOUT SUBSTRATE BY OTHERS SEE TABLE 1 MIN. SEE SEALANT UNDER: SCREW q VERTICAL SECTION HEAD BY INSTALLER 7 TYPICAL SILL. ANCHORAGE MAX. SHIM MAX. SHIM IV MIN. EMBEDMENT SUBSTRATE SEE TABLE 1 By OTHERS 1/ 4" MAX SHIM IF SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 s PERIMETERSEALANT BY INSTALLERALLER. INS DE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 7_, l TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3116' ITW TAPCON FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" CTW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" I. FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3/ 16" ITW TAPGON OR ELCO ULTRACON 1- 3/8" 718" FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 718" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD 33 KSI YIELD MIN) 10- 16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/ 16" FLANGE 1/ 8" ALUM. (6063-T5 MIN.) OR 1/ 8" STEEL (33 KSI MIN.) 10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/ 16' FIN 12X MIN. SOUTHERN PINE (G=0.55) 8 WOOD SCREW 1-1/2" 17/16" MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 F BY OTHERS SEE TABLE 1 PERIMETERS SEALANT Q000 BY INSTALLER INSIDEAND OUT INSTALLATIONS ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 7 TYPICAL FIN ANCHORAGE HEAD AND SILL. SIMILAR FOR. FIN INSTALLATION WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 655 , PVC PICTURE WLNDOW NON - IMPACT o 3: No, OF a w cc CL aa w Q U cCL 0 zz 4/ 3%2015 LUCAS A. TURNER, P.E. FL PE 0 58201 1. 239 JABARA AVE. NORTH PORT, FIL34288 PH. 941-380-1574 D HORIZONTAL. SECTION SHEET DESCRIPTION: 7 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 09/11 /14 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG #: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-945 A PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCAL : SHEET SHOWNFORFLANGEWINDOWS. 1:2 7 OF 7 Hnine. x, Pi,adutts Windows > > Asia Series SS`Viny) Non-WnpactPickure.WindoW Florida Building Code Online Page 1 of 2 0 sue, .. 77 o. ., i i6$z`EtK?,L»,u».,mM.., o.w I i i.. F _ BCIS Home !. Log In : User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map i Links ( Search Bushes Professional Product Approval4-w' PERMITUsER: Public User eg u for Product Awmal Menu > Product or Aoclication Search > Aoolicat on List > Application Detail TV FL # FL10477-R2 mow, & Application Type Affirmation Code Version y MEApplicationStatusApproved JlOFF 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 James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909)356-6366 chad.diercks@jameshardie.com Chad Diercks chad.diercks@jameshardie.com Chad Diercks 10901 Elm Ave Fontana, CA 92337 909) 356-6366 chad.diercks@jameshardie.com Panel Walls Siding Certification Mark or Listing Intertek Testing Services NA Inc. - ETL/Warnock Hersey Intertek - ETL/Warnock Hersey Standard Year ASTM C1186 2002 ASTM E136 2004 ASTM E330 2002 TAS 202 1994 TAS 203 1994 Approved Certification Agency FL10477 R2 Equiv ASTM C1186 Equivalency.pdf httn•//xxnxnu flnririnhni1dino, nra/nr/nr nnn r1tLncnx9nnrnm=wCrF.VXOwtDnii(isl)rlH614R7_. 10/21/201-1 Florida Building Code Online Page 2 of 2 I affirm that there are no changes in the new Florida Building Code which affect my iiroduct(s; and my products; are in compliance wlr h the new Florida Bu'ding Code. Documentation from approved Evaluation or Validation Entity r Yes r No C P41A Product Approval Method Method 1 Option A Date Submitted 12/15/2011 Date Validated 12/15/2011 Date Pending FBC Approval Date Approved 12/15/2011 mary of Products FL # IlModel, Number or Name Description 10477.1 Artisanp Lap Siding 5/8 inch thick fiber -cement horizontal lap siding with tounge and groove end joints. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10477 R2 C CAC ATM Artisan Lao - 2010-4.1)df FL10477 R2 C CAC Miami Dade NOA 08-051411.odfApprovedforuseoutsideHVHZ: Yes Quality Assurance Contract Expiration DateImpactResistant: N/A Design Pressure: N/A 10/02/2013 Other: For use in HVHZ install in accordance with Miami Installation Instructions Dade County Florida NOA 08-0514.11; For use outside FL10477 R2 II Install Instructions - Artisan Lap.odf FL10477 R2 II Miami Dade NOA 08-051411.odfHVHZinstallinaccordancewithmanufacturer's Verified By: Intertek Testing Services NA Inc. - installation instructions. ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: a_,ac_k__1 I Next Contact Us :: 1940 North Monroe Street, 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: ac- A httn://www-florid,ghiiilding.orp,/nr/nr a.nn dtl-asnx?na.ra.m=wCTF.VXOwtT Oiid-,DrTH6T4R7--- 10/21001/ Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the Product Covered described below herein when made in accordance with the authorized Listing Report, including Manufacturing/Machining Specifications, and under conditions set forth in the Certification Agreement and Listing Report, including Manufacturing/Machining Specifications. This authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. Client Number: 17832 Report Number: 3097158; 3128317; 3133121; 3143474; 3097158; 3140071 COQ-007; 3140071 COQ-005; 3140071 COQ-006(a) Evaluation Center: Intertek (Coquitlam) Applicant/Basic Listee: James Hardie, Inc. 26300 La Alameda, Ste. 250 Mission Viejo, CA 92691 Chad Diercks 909-356-6366 909-427-0634 Product Covered: James Hardie Artisan Lap Siding Testing Standards: ASTM E330 (2002):EN 12467: 2000(E):ASTM E136 2004):ISO 8336:1993 / Amd 1:2004(E): 1 6CFR1 209:CAN / ULC S101 (2007):ASTM C1186 (2007):ASTM E119 2008):ASTM E84 (2008) This document is the property of Intertek Testing Services and is not transferable. Only the Applicant may reproduce this document. The Certification Mark(s) may be applied only at the above noted location of the Party Authorized to Apply the Mark(s). NtERTIc CM C( g, US ock'A fo This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification 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 James Hardie, Inc. 117925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 1 of 8 Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Inlertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Inlertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Authorized By: Bob Davison, Certification Manager htertek Test Serhtez NA, Inc. 8431 ML7- phy Owe, Middleton, N 62 USA Phorre 608- A-7440 Fax 908-634-027a James Hardie, Inc. 117925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 2 of 8 Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM Listing Section(s): OTHER PRODUCTS CSI Code: 07 40 00 Roofing and Siding Panels CSI Code: 07 44 56 Mineral -Fiber -Reinforced Cementitious Panels Description: PRODUCT COVERED Artisan Lap Siding PRODUCT DESCRIPTION Artisan Lap Siding is a fiber -cement siding product that is manufactured with a nominal thickness of 5/8 inch, width of 5 1/4 7 1 /4 or 8 1 /4 inches and a length of 12 feet. RATINGS The Lap Siding product complies as Grade II, Type A, Non -Asbestos Fire - Cement Flat Sheets in accordance with ASTM C1186. It has a flame spread rating of 0 and smoke developed rating of 5 in accordance with ASTM E84- 06. The Lap Siding also complies as Category 3, Type A fibre -cement flat sheets in accordance with ISO-8336:1993/Amd.1:2004(E) and Category A, Class 2 in accordance with EN-12467:2000(E). ASTM E72-98 Assemblies: System #1: The Artisan Lap Siding (8-% in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from nominal 2 in. x 4 in. softwood pine studs of nominal specific gravity of 0.45. It was attached by fastening through the boards at each stud 1-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were Hitachi Coil Round Head Nails 0.092 in. shank x 0.225 in. HD x 2'/4 in. long installed with a pneumatic Hitachi coil nailer. System 1 results: Ultimate Load Positive Ultimate Load Negative) 16 in. on center 257 psf 98.5 psf 24 in. on center 264 psf 55.6 psf James Hardie, Inc. 1 17925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 3 of 8 Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM System #2: The Artisan Lap Siding (5-'/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from nominal 2 in. x 4 in. softwood pine studs of nominal specific gravity of 0.45. It was attached by fastening through the boards at each stud 1-1/8in. down from the top edge, with the fastener concealed under the 1-1A in. overlap of the board above it. Fasteners were Hitachi Coil Round Head Nails 0.092 in. shank x 0.225 in. HD x 2'/4 in. long installed with a pneumatic Hitachi coil nailer. System 2 results: Ultimate Load Positive) Ultimate Load Negative) 16 in. on center n/a 236 psf 24 in. on center n/a 125 psf System #3: The Artisan Lap Siding (8-'/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. steel framing system constructed from nominal 2 in. x 4 in. x 20ga steel studs. It was attached by fastening through the boards at each stud 1-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in. long ribbed bugle head screws. System 3 results: Ultimate Load Positive) Ultimate Load Negative) 16 in. on center n/a 160 psf 24 in. on center n/a 125 psf System #4: The Artisan Lap Siding (5-'/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. steel framing system constructed from nominal 2 in. x 4 in. x 20ga steel studs. It was attached by fastening through the boards at each stud 1-1/8in. down from the top edge, with the fastener concealed under the 1-1/4 in. overlap of the board above it. Fasteners were No. 8-18 x 0.323 in. HD x 1-5/8 in. long ribbed bugle head screws. System 4 results: Ultimate Load Positive) Ultimate Load Negative) 16 in. on center n/a 236 psf 24 in. on center n/a 233 psf ASTM E330-02 Assemblies: James Hardie, Inc. 1 17925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 4 of 8 Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM System #5: The Artisan Fiber Cement Lap Siding (8-% in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from 2 in. x 4 in. SPF lumber studs. The framing was secured together with (2) 16D nails at each connection. Sample material applied to wood framing with a 2-3/8in. by 0.113 in. diameter ring shank nail (blind) 1 in. down from top edge at each stud location, and a 2-1/2 in. 16ga finish nail (face) 3/ in. down from top edge at each stud location. Overlap was 1-1/4 in. System 5 results: Ultimate Load Positive Ultimate Load Negative) 16 in. on center n/a 240 psf System #6: The Artisan Fiber Cement Lap Siding (8-'/4 in. wide x 5/8 in. thick) was fastened to a 4 ft. x 8 ft. timber framing system constructed from 2 in. x 4 in. SPF lumber studs. The framing was secured together with (2) 16D nails at each connection. Sample material applied to wood framing with a 2-1/2in. by 0.092 in. diameter smooth shank nail (blind) 1 in. down from top edge at each stud location, and a 2-1/2 in. 16ga finish nail (face) % in. down from top edge at each stud location. Overlap was 1-1/4 in. System 6 results: Ultimate Load Positive) Ultimate Load Negative) 16 in. on center n/a 135 psf ASTM E119-05a and CAN/ULC S101-04 Assemblies: Please refer to the following design listings in the documents section: JH/WA 60-04 James Hardie, Inc. 117925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 5 of 8 Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM Party(s) Authorized by Manufacturer To Apply Mark: None Party(s) Authorized by Other Parties To Apply Mark: None James Hardie, Inc. 117925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 6 of 8 Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM JH/WA 60-04 Page 1 of 1 James Hardie Building Products JH/WA 60-04 HardiePlank Lap Siding, G.F.C. Lap Siding, HardiPlank HZ5 Lap Siding or Artisan Lap Siding Load -Bearing Wall Assembly, Full Design Load 1. Wood Studs — Nominal 2" x 4" solid sawn wood studs located 24" oc, with two top plates and a single bottom plate. 2. Insulation (optional) — R13 glass fiber batt insulation. 3. Gypsum Wallboard, Side A — 5/8" Type X gypsum wallboard, oriented vertically and fastened with 1-3/4" cup - head gypsum nails, spaced 7 oc at board edges and in field areas, or 1-1/2" Type S drywall screws, spaced 8" oc at board edges and in field areas of boards. Gypsum Sheathing, Side B - Yi' Type X or 5/8" Type X gypsum sheathing fastened with 1-3/4" long roofing nails spaced 7" oc. Sheathing edge joints shall be staggered from those on opposite sides of the wall. 4. CERTIFIED MANUFACTURER: James Hardie Buliding Products Inc. CERTIFIED PRODUCT: HardiePlank Lap Siding, G.F.C. Lap Siding, HardiePlank HZ5 Lap Siding or Artisan Lap Siding. Fibre Cement Exterior Siding, Side B 5/16" thick HardiePlank Lap Siding, G.F.C. Lap Siding, HardiePlank HZ5 Lap Siding or Artisan Lap Siding applied horizontally with a 1-1/4" headlap and fastened with a single 6d corrosion resistant common nail driven through the lapped planks at each stud location. Intertek Testing Services James Hardie, Inc. 117925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 8 of 8 Report prepared for: Chad Diercks (James Hardie, Inc.) on 4/28/2010 5:53:21 PM DRAWING INDEX James Hardie, Inc. 117925 1 Rev: Mar 24 2010 9:14AM I Uncontrolled Copy Page 7 of 8 Florida Building Code Online 11 https://www.floifidabuilding.org/pr/pr--appiti.aspx?param=wGEVXQw... BCIS Home I Log In I Us., Registration Hot Topics E Submit Surcharge C stats & Facts t Publications FBC Staff BCIS Site Map Links f Search Hoda YON ProduCt Approval10ObraUSER: Public User PERMIT Product Approval Menu > Product or Application Search > Application List AppOcation Detal FL # FL2075-R7 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Ff0 (OFF Product Manufacturer Florida Metal Products Inc. Address/Phone/Email 6940 Stuart Ave Jacksonville, FL 32254 904) 783-8400 clark@flamco.com Authorized Signature Clark Jones clark@flamco.com Technical Representative Clark jones Address/Phone/Email p o box 6310 jacksonville, FL 32236 904) 783-8400 clark@flamco.com Quality Assurance Representative Clark Jones Address/Phone/Email p o box 6310 jacksonville, FL 32236 904) 783-8400 clark@flamco.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 01/31/2018 Validated By Miami -Dade BCCO - VAL Certificate of Independence Referenced Standard and Year (of Standard) Standard Year TAS 100 (A) 1995 Equivalence of Product Standards Certified By 1. of 2 7/5/17, 7:50 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti. aspx?param=wGEVXQw... Sections from the Code R, 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 C. No ,.N/A Product Approval Method Method 1 Option C Date Submitted 02/27/2015 Date Validated 02/27/2015 Date Pending FBC Approval Date Approved 03/09/2015 Summary of Products FL # Model, Number or Name Description 2075.1 RV10 RV10 ALUMINUM RIDGE VENT Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Installation Instructions FL2075 R7 II rv10 noa 12-0810-08 exp 1-31-18.pdf Verified By: Miami -Dade BCCO - EVL Created by Independent Third Party: Evaluation Reports FL2075 R7 AE rv10 noa 12-0810-08 exD 1-31-18.1)df 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 :: 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 emais 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 h=r . Product Approval Accepts: SCCUritV XII I RICS` 2 of 2 7/5/17, 7:50 PM MIAMI e ,'• u MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOAI www.miamida(le.aov/economy Florida Metal Products Inc. P.O. Box 6310 Jacksonville, FL 32236-6310 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: RV10 Aluminum Ridge 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. ApVERTISEMENT: 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 renews NOA# 08-0611.10 and consists of pages 1 through 4 The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions Test Product Specification Description RV10 Aluminum Ridge 7-5/$" x w-0" TAS 100(A) Ridge ventilation system Vent MANUFACTURING LOCATION 1. Jacksonville, FL. EVIDENCE SUBMITTED Test Agency/Identifier Name Report Center for Applied Engineering, Inc. MTS 257414a TAS 100(A) PRI Construction Materials Technologies, LLC FMP-003-02-01 TAS 100(A) Date September, 1995 02/12/08 NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 2 of 4 APPROVED APPLICATIONS Tradename: RV 10 Aluminum Ridge Vent System Type: Mechanical attachment of ridge vent system over asphalt composition shingles. Cutout: Truss Construction: Cut shall be 2" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Ridge Pole Construction: Cut shall be 3-'/4" wide, and length shall be 12" (plus overhang length) shorter on both sides of gable end or hips. Installation: Install end plug on the end of the vent sealed with 100% silicone sealant. RV 10 Aluminum Ridge Vent shall be 4" longer than ventilation slot as to provide a base for the end plug. Apply'/4" wide bead of 100% silicone sealant caulk to the bottom flange of the RV 10 Aluminum Ridge Vent sections close to where roof hole will be after vent is installed. Align end of first section on the end marks and the bottom of the nailing flange on the chalk line (4" down on both side of the ridge peak.) Nail the RV10 Aluminum Ridge Vent in place using 1'/2" aluminum ring shank roofing nails 6" o.c., with the first nail 1'/2" to 2" form the vent end. All nail heads and vent section joints shall be sealed with 100% silicone sealant. Install Florida Metal Products, Inc. High Wind Straps over each end of ridge vent, all connections between sections, and at a maximum of 3 ft. intervals over the remainder of the vent using four 1-1'/2 " aluminum ring shank roofing nails per strap Ridge Shingle: None Ventilation Refer to manufacturers published literature. Calculations: GENERAL LIMITATIONS: 1. RV 10 Aluminum Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 2. RV 10 Aluminum Ridge Vent shall comply with applicable Building Code. 3. RV10 Aluminum Ridge Vent shall not be installed in conjunction with Gable vents. 4. Refer to applicable Building Code required ventilation. 5. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MMVAkM1i!DADEC0" NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 3 of 4 DETAIL DRAWINGS 5-3/4" 7-5/8" RV10 ALUMINUM RIDGE VENT END OF THIS ACCEPTANCE NOA No.: 12-0810.08 Expiration Date: 01/31/18 Approval Date: 01/17/13 Page 4 of 4 Florida Building Codef Online Page 1 of 2 BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats & Facts Business,I ; i Product ApprovalProfessionalUSER: Public User rt I niPun il Product Approval Menu > Product or Application search > Application List > Application Detail ME r ad Publications . FBC Staff BCIS Site Map Links Search FL # FL10723-R5 Application Type Revision Code Version 2014 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 0 Ceco Door Products 9159 Telecom Drive Milan, TN 38358 731) 686-4370 jbadgett@cecodoor.com Jeff Badgett jbadgett@cecodoor.com Dwayne Charlton 9519 Telcom Milan, TN 38358 731) 686-4282 dcharlton@cecodoor.com John Wilkinson 9159 Telcom Dri Milan, TN 38358 731) 686-4385 jwilkinson@cecodoor.com Exterior Doors Exterior Door Components Certification Mark or Listing Intertek Testing Services NA Inc. - ETL/Warnock Hersey Ted Berman, PE Validation Checklist - Hardcopy Received Standard ASTM E330/E1886/E1996 TAS-201 TAS-202 TAS-203 Year 2002 1994 1994 1994 Approved Certification Agency FL10723 R5 Eauiv Intertek Letter ASTM E1996 Equivalency Ceco 100407338 sianed.odf httns://www.floridabuildinL.oriz/nr/nr ann dtl.asnx?naram=wCTF,VXOwtl)avl dAvlteOVn... 5/24/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 07/15/2015 Date Validated 07/15/2015 Date Pending FBC Approval Date Approved 07/27/2015 Summary of Products FL # Model, Number or Name Description 10723.1 Swinging Hollow Metal Doors and Doors: Trio, Trio-E, Regent (Omega), Medallion, Legion Frame Products Ultra), Imperial (Versadoor) & Fuego. Frame Products: KD or Welded Three Piece Frames, Sidelight Frames, Transom Frames & Window Frames. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10723 R5 C CAC 2011 November 17 Letter - Ceco Door Products - COC for Florida OA Prograrn.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL10723 R5 C CAC Ceco Windstorm Door ATM.Ddf FL10723 R5 C CAC Ceco Windstorm Frame ATM.DdfDesignPressure: +100(Max)/-100(Max) Quality Assurance Contract Expiration DateOther: Design pressure varies by size and application. Inswing and Outswing, singles and pairs of hollow metal 04/30/2019 doors and frames as listed with Intertek-ETL/Warnock Installation Instructions Hersey. See WH Frame Installation Instructions for water FL10723 R5 II WH Door Installation Instructions R1.1)df FL10723 R5 II WH Frame Installation Instructions Ri.Ddfinfiltrationrequirements. Verified By: Intertek Testing Services NA Inc. - ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street, 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: httns://www.floridabuildine.ora/nr/nr ann dtl.asnx?naram=wGEVXOwtDovldAvIteOYO... 5/24/2016 Windstorm Door Installation Instructions For Use With FL1O723 Max. Min. Max. Lock Side - Min. Door Type Configuration Size Gaugeg Design Min. Latch Throw (in) Latch Strength Hardware Type Load (psf) Ibf) Medallion Legion Ultra Inswing/ 30 x 70 18 60 Cylindrical = 1/2" 630 Cylindrical Lock, Mortise Regent Outswing Single Mortise = 3/a" Latchbolt Lock (Latchbolt) Omega Fuego Medallion Legion Cylindrical = + Deadbolt 1" Cylindrical Lock + Deadbolt, Ultra Inswing/ 30 x 70 4" 3/a" Mortise = LatchBolt + 1" Mortise Lock (LatchBolt + Regent Outswing Single 18 70 Deadbolt 1InterconnectedLock = /a" 735 Dead Bolt), Interconnected aOmeg LatchBolt + 1" Deadbolt Lock Fuego Medallion Legion Mortise = 3/a" Latchbolt + 1" Mortise Lock (Latchbolt + Ultra Outswing 30 x 80 Single j 60 Deadbolt Rim Exit Device, Vertical Rod Exit 720 Deadbolt), Rim Exit Device, Regent Device= N/A Vertical Rod Exit Device Omega a::::,or Legion Cylindrical = 1/2" Cylindrical Lock, Mortise Ultra 30 x 70 Mortise = 3/a" Latchbolt, Lock (Latchbolt), Mortise Outswing 18 60 Mortise Exit Device, Rim Exit 630 Exit Device, Rim Exit Regent Single Device, Vertical Rod Device, Vertical Rod Exit Omega Exit Device = N/A Device Fuego Medallion Legion Mortise = 3/4" Latchbolt + 1" Mortise Lock (Latchbolt + Ultra Outswing 40 x 80 16 70 Deadbolt 1120 Deadbolt), Rim Exit Device, Regent Single Rim Exit Device, Vertical Rod Exit Vertical Rod Exit Device Omega Device= N/A Fuego Mortise = 3/4" Latchbolt + 1" Mortise Lock (Latchbolt + 80 x 80 Deadbolt Deadbolt) - Active Medallion Outswing pair 16 70 Surface Bolt = 11/4" 1120 Surface Bolts- Inactive Rim Exit Device = N/A Rim Exit Devices + Mullion Legion Ultra Mortise = 3/a" Latchbolt + 1" Mortise Lock (Latchbolt + Regent Outswing 80 x 80 Pair 16 . 70 Deadbolt Surface Bolt = 1 /a" 1120 Deadbolt) - Active Omega Surface Bolts- Inactive Fuego Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio and Trio-E Doors. Cec®D0®r Page 1 of 16 Windstorm Door Installation Instructions For Use With FL10723 Max. Door Max. Nlin. Min. Latch Throw Lock Side - Type Configuration Size Gauger jn Str'engt (Ibf) in. Latch Hardware Type Cylindrical Lock, Trio Inswing/ 30x70 1/2" cylindrical Mortise Lock w/ 18 f 100 3/4"mortise lock 1050 Deadbolt function Trio-E Outswing Single Trio Outswing So91e 18 f 100 3/4" rim exit 1050 Rim Exit Trio - Cylindrical x Deadlock, Mortise Trio Inswing/ 60x70 1/2" cylindrical Lock w/ 18 70 1" deadlock 735 Deadbolt function Trio-E Outswing Pair 3/4"mortise lock active), Flush Bolt or Surface Bolt(In- Active Trio Inswing/ 40x80 cylindrical Cylindrical Lock, 18 70 3'/ 2" 4"mortise lock 1120 Mortise Lock w/ Trio-E Outswing9 Single9 Deadbolt function Outswing 40Ile 18 70 3/4" rim exit 1120 Rim Exit Tr Trio 3/4" rim exit x 3/4" rim exit Rim Exit x Hardware Mullion Outswing 8Pa80 18 t70 1120 Tr or1E 3/4" Vertical Rod Exit x Vertical Rod Exit x 3/4" Vertical Rod Exit Vertical Rod Exit Cylindrical Lock x Deadlock, 1/2" cylindrical Mortise Lock w/ Trio Inswing/ 80x80 18 f70 1" deadlock 1120 Deadbolt function Trio-E Outswing Pair 3/4"mortise lock Active) Flush Bolt or Surface Bolt(In- Active Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio and Trio-E Doors. ftecoDoor Page 2 of 16 Windstorm Door Installation Instructions For Use With FL10723 Min, Max. Lock Side - Min. Max. Door Type Configuration Size Gaugeg Design Min. Latch Throw (in) Latch Strength Hardware Type Load (psf) Ibf) Cylindrical = '/z" + Deadbolt 1" Cylindrical Lock + Deadbolt, Imperial Inswing/ 30x70 Mortise = 3/4" Latchbolt + 1" Mortise Lock (Latchbolt + Versadoor Outswing Single 18 70 Deadbolt Interconnected = 1/2" Deadbolt Latchbolt + 735 Deadbolt), Interconnected 1" Deadbolt Lock Cylindrical = 1/2" Cylindrical Lock, Mortise Mortise = 3/a" Latchbolt Lock (Latchbolt), Mortise Imperial Outswing 30x70 18 60 Mortise Exit Device, Rim Exit 630 Exit Device, Rim Exit Versadoor Single Device, Vertical Rod Exit Device Device, Vertical Rod Exit N/A Device Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio and Trio-E Doors. CecoD00r Page 3 of 16 AMAABLOY Windstorm Door Installation Instructions For Use With FL10723 Vertically Stiffened Door CONSTRUCTION DETAILS HINGE PREPARATION 14 GAGE CLOSER REINFORCEMENT D 0 2 3 5 See Section "E" of File 379 OPTIONAL) Volume i for Hinge Optio FIBERGLASS INSULATION BETWEEN STIFFENERS MINIMUM DENSITY 0.5 PCF I> II BOTTOM FACE SHEET J1\ I 5 ELOCIDGE rIf i TOP FACE SHEET HINGE EDGE LOCK PREPARATION - See Section "F" of File R3791 Volume 1 For Lock Options. RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS VERTICAL SECTION THRU BOTTOM OF DOOR Note: 1. Drawing Not To Scale LOCK AND HINGE EDGES ARE BEVELED 1/8" IN 2" (1:16) SQUARE EDGE OPTIONAL RECESSED 16 GAGE TOP CHANNEL IS WELDED TO BOTH FACE SHEETS 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. 14Gax6"x20" VERTICAL SECTION THRU TOP OF DOOR STANDARD: CENTER EDGE SEAM VERTICAL EDGE SEAMS ARE VISIBLE WITH 18 GAUGE BACKUP CHANNEL FULL HEIGHT OF DOOR WITH OPTIONAL BONDO FILLED OR WELDED SEAMLESS EDGE AVAILABLE j I 1-3/4" OPTIONAL: TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL 1-3/4" HORIZONTAL SECTION THRU LOCK EDGE 22 GAGE FORMED STEEL STIFFENERS 20 GAGE AND GALV STEEL OPTIONAL) POSITIONED NOT MORE THAN 6" APART AND SPOT WELDED TO BOTH FACE SHEETS AT 5" O.C. MAX HORIZONTAL SECTION THRU VERTICAL STIFFENER Medallion Steel -Stiffened Core Door Details Cec® Door Page 4 of 16 AMA ABLOY Windstorm Door Installation Instructions For Use With FL10723 HING PREPARA See Section "E" for Hinge Options) BOTTOM - FACE SHEET TRIO DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT OPTIONAL) LOCK EDGE IS BEVELED 1/8" IN 2" HINGE EDGE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4" (VARIES PER CONDITION) INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). POLYURETHANE INSULATION BETWEEN STIFFENERS DENSITY : 1.8-2.0 LBS/CUBIC FOOT 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR LOCK 1 /—EDGE 16 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. 22 GA 3/4" LINER ...... - I_ VERTICAL EDGES ARE CECO'S STANDARD HORIZONTAL SECTION TAB &SLOT THRU LOCK EDGE MECHANICAL INTERLOCK TOP FACE SHEET LOCK PREPARATION See Section "F" for Lock Options) FACE SHEETS U 18 GAGE CRCO STEEL (STANDARD) 16 GAGE CRCO STEEL (OPTIONAL) GALVANIZED (A60) STEEL (OPTIONAL) OPTIONAL CONTINUOUS BEAD OF STRUCTURAL D 0 2 9 5 ADHESIVE APPLIED TO BOTH FLANGES OF BOTTOM SKIN Trio Steel -Stiffened Core Door Details STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINER 2.2 GA STIFFENER HORIZONTAL SECTION THRU VERTICAL STIFFENER INVERTED (18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN I 22 GA L LINER 5 8" MIN. 1" MAX. VERTICAL SECTION THRU BOTTOM OF DOOR MftecoDoor Page 5 of 16 Windstorm Door Installation Instructions For Use With FL10723 TRIO-E DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER HINGE REINFORCEMENT PREPARATION (OPTIONAL) POLYURETHANE INSULATION See Section "E" o BETWEEN STIFFENERS for Hinge Options) DENSITY : 1.8-2.0 LBS/CUBIC FOOT FACE SOHEET 4 TOP FACE SHEET LOCK PREPARATION See Section "F" for Lock Options) 18 GAGE CRCQ STEEL (STANDARD) 16 GAGE CRCQ STEEL (OPTIONAL) GALVANIZED (A60) STEEL (OPTIONAL) D0296 LOCK EDGE OPTIONAL CONTINUOUS BEAD OF STRUCTURAL ADHESIVE APPLIED TO BOTH FLANGES OF BOTTOM SKIN LOCK EDGE IS BEVELED 1/8" IN 2" HINGE EDGE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4" (VARIES PER CONDITION) INVERTED (16 GAGE VIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. 22 GA -3/4" LINER VERTICAL EDGES ARE CECO'S STANDARD HORIZONTAL SECTION TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION THRU VERTICAL STIFFENER INVERTED (18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 22 GA J LINER 5 8" MIN. 1" MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Trio-E Steel -Stiffened Core Door Details Page 6 of 16 Windstorm Door Installation Instructions For Use With FL10723 HINGE PREPARATION See Section "E" for Hinge Options) \\\ BOTTOM - FACE SHEET Glazed Trio/Trio—E CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT REQUIRED WITH RIM EXITS TOP TOP FACE SHEET FACE SHEETS 18 GAGE CRCQ STEEL (STANDARD) 16 GAGE CRCQ STEEL (OPTIONAL) GALVANIZED (ASS) STEEL (OPTIONAL) POLYURETHANE INSULATION BETWEEN STIFFENERS DENSITY : 1.8-2.0 LBS/CUBIC FOOT EDGE IFFENER LOCK EDGE See Section "F" for Lock Options LOCK EDGE IS BEVELED 1/8" IN 2" HINGE EDGE IS PERPENDICULAR TO FACES HINGE BACKSET IS 1/4` (VARIES PER CONDITION) INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). 22 GA VERTICAL SECTION LINER THRU TOP OF DOOR 16 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK EDGES. 22 GA LINER VERTICAL EDGES ARE CECO'S STANDARD HORIZONTAL SECTION TAB & SLOT THRU LOCK EDGE MECHANICAL INTERLOCK OPTIONAL CONTINUOUS BEAD OF STRUCTURAL ADHESIVE APPLIED TO BOTH FLANGES OF BOTTOM SKIN D0323 STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINERL'GA STIFFENER HORIZONTAL SECTION THRU Trio—E VERTICAL STIFFENER STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE LINER (5" O.0 MAX.). 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION THRU Trio VERTICAL STIFFENER INVERTED (18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 22 GA J— LINER 5 B" MIN, 1" MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Glazed Trio/Trio-E Core Door Details Page 7 of 16 Windstorm Door Installation Instructions For Use With FL10723 POLYSTYRENE DOOR CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT HINGE&(OPTIONAL) PREPARATION See Section "E" FPOLYSTYRENE CORE: Hinge Options)1 Ib/ff' ILL LISTED ASSEMBLE WITH ADHESIVE FABOTTOEET APPLIED TO BOTH SIDES). LOCK EDGE TOP FACE SHEET LOCK PREPARATION See Section 'F' For Lock Options) LOCK EDGE IS BEVELED 1/8' IN 2' (1,16) SQUARE EDGE OPTIONAL INVERTED ( 16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. 14GA. x 20' LONG Optional) VERTICAL SECTION THRU TOP OF DOUR VERTICAL EDGES ARE CECO'S STANDARD TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE PTIONAL I I I I 1- 3/4, I I I I OPTIONAL; CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES I I I I 1- 3/4' I I I I HORIZONTAL SECTION THRU LUCK EDGE INVERTED ( 18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 5/ 8' MIN. 1' MAX. Polystyrene Core Door Details VERTICAL SECTION THRU BOTTOM OF DOOR D0255 Page 8 of 16 Windstorm Door Installation Instructions For Use With I+L,10723 Honeycomb Core Door CONSTRUCTION DETAILS HINGE PREPARi See Section ' Hinge Options) BE FACE HINGE EDGE LOCK EDGE IS BEVELED 1/8' IN 2' (1:16) SQUARE EDGE OPTIONAL INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. 1415A. x 20' LONG Optional) VERTICAL SECTION THRU TOP OF DOOR LOCK EDGE VERTICAL EDGES ARE CECO'S STANDARD TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE OPTIONAL r 1-3/4' OPTIDNAL: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 1-3/4' HORIZONTAL SECTION THRU LOCK EDGE INVERTED (18 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 5/8' MIN. i' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR D 0 2 3 8 Honeycomb Core Door Details CecoDoor Page 9 of 16 Windstorm Door Installation Instructions For Use With FL10723 Polyurethane Foam Core Door CONSTRUCTION DETAILS HINGE PREPARATION\ See Section 'E' For Hinge Options) BOTTOM — FACE SHEET EMBOSSED SKINS OPTIONAL HINGE EDGE 14 GAGE CLOSER REINFORCEMENT OPTION.AL) POLYURETHANE FOAM CORE r LOCK 4 / EDGE P 4 4 P 4 TOP FACE SHEET ' LOCK PREPARATION J See Section 'F' For Lock Options) LOCK EDGE IS BEVELED 1/8' IN 2' (1L16) SQUARE EDGE OPTIONAL INVERTED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). CLOSER REINF. 14GA. x 20' LONG COptionnU VERTICAL SECTION THRU TOP OF DOOR VERTICAL EDGES ARE CECO'S STANDARD TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE PTIONAL 1- 31/ 4' ll J_ PTIONAL: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18GA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 1-3/4' I HORIZONTAL SECTION THRU LOCK EDGE INVERTED (113 GAGE MIN., 14 GA. MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED T TOP & BOTTOM SKIN 5/8' MIN. j 1' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR D0237 Polyurethane Core Door Details Ge O QOt' Page 10 of 16 AM 1,L V Windstorm Door Installation Instructions For Use With FL10723 Mineral Core Door CONSTRUCTION DETAILS HINGE PREPARATION See Section "E" F-? Lock Options) BOTTOM FACE SHEET 14 GAGE CLOSER REINFORCEMENT OPTIONAL) US GYPSUM FIREDOOR COREBOARD Assemble With Adhesive Applied To Both Surfaces) HINGE EDGE LOCK PREPARATIONJ See Section 'F" For Lock Options) Note: 1. Drawing Not To Scale LOCK EDGE LOCK AND HINGE EDGES ARE BEVELED 1/8" IN 2" (1:16) SQUARE EDGE OPTIONAL RECESSED 16 GAGE TOP CHANNEL IS WELDED TO BOTH FACE SHEETS 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). 3/16" 77 CLOSER REINF. 14Gaz6"x20" VERTICAL SECTION THRU TOP OF DOOR STANDARD: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18CA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES 1-3/4' OPTIONAL TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE PTIONAL 1-3/4' L HORIZONTAL SECTION THRU LOCK EDGE RECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS 3/16" VERTICAL SECTION THRU BOTTOM OF DOOR D0262 Mineral Core Door Details EftecoDoor Page 11 of 16 A%AABWY Windstorm Door Installation Instructions For Use With F L10723 D0254 varies 625" 1 .3125" 0430" 0430" I-- 1 .656" -1 ING NE IW CORNING 5 SILICONE GLAZING (OPTIONAL) *GLAZING 625u — 1/4" MAKROLON POLYCARBONATE GLASSLAM SAFETY PLUS 2 500 SHEET BY SHEFFIELD PLASTICS LAMINATED GLASS TYPE 1 VISION LIGHT KIT TYPE 2 VISION S KIT 5 OPTIONAL SEE LIMITATIONS BELOW "SEE LIMITATIONS BBELOW PROFILES 22 1/2" 24 MAX MAX 6„ 6 EXPOSED 1.656" yMIN EXPOSED MIN GLASSI 6" MIN I I 6" MIN 0.750" min. 33 1/2" MAX: 66" NOTE: SURROUND CHANNEL '- EXPOSED MAX. GLASSLENGTHISEQUALTOCUT-OUT EXPOSED IN DOOR FOR VISION LIGHT KIT. — GLASS MULTIPLE KITS MULTIPLE NOT ALLOWED KITS ALLOWED L , — DESIGN LOAD = +/— 60 PSF DESIGN LOAD 1= +/— 60 PSF IMPACT RATING = 350 FT LBF IMPACT RATING 350 FT LBF VISION LIGHT KIT DETAILS NOTES: 1) 1/8 XI x PERIMETER OF VISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT VISION LIGHT 2) #6 X 1 1/4" OVAL HEAD TEK SCREW - GLASSLAM SAF PLUS CORNER WELD MAXIMUM SCREW HOLE SPACING IS 9.75" ON CENTER LAMINATED GLASS T DETAIL 3) GLASSLAM SAFETY PLUS 2 LAMINATED GLASS BE GLAZED WITH DOW RNING 995 SILICONE - 4 SPOT WELDS 4) 18 GA. (.043) MIN. TYPE 2 VISION LIGHT KIT 4 AT EACH CORNER ) 5) 4 GA (.068)ION MIN PIECES SURROUND CHANNELHT 6) 1/4" MAKROLON POLYCARBONATE SHEET Applied Glass Kit Details MeCO oOP Page 12 of 16 ABLOY Windstorm Door Installation Instructions For Use With FL10723 GLAZING SI AS NEED iW CORNING 5 SILICONE GLAZING GLASSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW - 32" MAX 6 EXPOSED MIN GLASS 6" 1MIN I I 42" MAX. EXPOSED CIASS MULTIPLE KITS NOT ALLOWED LI L.JI V N, L1-1 VrIL/ - T70 PSF IMPACT RATING = 350 FT L BF u0322 VISION LIGHT KIT DETAILS VISION LIGHT CORNER WELD DETAIL 4 SPOT WELDS AT EACH CORNER ) GLASSLAM SAFETY PLUS 2 \ LAMINATED GLASS MUST BE GLAZED WITH DOW CORNING 995 SILICONE NOTES: 1) 1/ 8 x 1/2 x PERIMETER OF VISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT 2) #6 X 1 1/4" OVAL HEAD TEK SCREW - MAXIMUM SCREW HOLE SPACING IS 8.250" ON CENTER AND 3. 5" MAX. FROM ENDS 3) GLASSLAM SAFETY PLUS 2 LAMINATED GLASS 4) 18 GA. (.043) MIN. TYPE 2 VISION LIGHT KIT 5) 20 GA (.032) MIN. GAGE SURROUND CHANNEL Applied Glass Kit Details Trio/Trio-E Page 13 of 16 Windstorm Door Installation Instructions For Use With ]FL10723 TYPE "A" Xs Foam Tcj 5 625"— D0256 X 1 q" Phil. F.H. K Screw Spotwelds 3" Max. From End & 12" Max. On Center Spotwelds 8" Max. From End & 8" Max. On Center TYPE "B" 8„ X 420„ Foam To 8 X 1 4" Phil. F.H. TEK Screw 0 .500" 750" 32 X 8" Double Sided Tape NOTES: 1) Glass is 1/4" Makrolon Polycarbonate 21 M,hinle kits not allowed io—E or Imperial/Versadoor Flush Welded Glass Kit Details Spotwelds 8" Max. From End & 8" Max. On Center 22" MAX 6 IMINI EXPOSED GLASS I 6" MIN 33 1/2" MAX. EXPOSED GLASS DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LEF Page 14 of 16 1» 1„ a X z Foam Tape 750" X 8" D Sided Tap Windstorm Door Installation Instructions For Use With 1FL10723 TYPE "C" D0258 X» Foam Tope 8 X 1 4' Phil. F.H. TEK Screw Dow Corning J 625" .500" 995 Silicone Spotwelds 8" Max. From End & 8" Max. On Center Spotwelds 3" Max. From End & 12" Max. On Center NOTES: 1) Glass is Glasslam Safety Plus II 2) Multiple kits allowed 3) NA Trio/Trio—E or Imperial/Versa door TYPE "D" 625" 8 X 1 4" Phil. F.H. TEK Screw Dow Corning 995 Silicone Spotwelds 5" Max. From End & 4" Max. On Center 22" MAX 6 EXPOSED IMIN GLASS 6" MIN 66" MAX. EXPOSED GLASS DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LBF Alternate Flush Welded Glass Kit Details um MR IW -i Im-, Page 15 of 16 Windstorm Door Installation Instructions For Use With F']L10723 D0274 0 SECURITY GRILLE E) 000000 0 00000p CO- 000 00 00000 0 0 000 0 0 0 0 0 0 000 0 0 0 0 0 LOUVER INSTALLATION NOTES: 1. DESIGN PRESSURE ± 70 PSF MAX (CUTSWING ONLY), 2, MARKAR WLV60 LOUVER WITH SECURITY GRILLE SHOWN, 3 ANY LISTED LOUVER MAY BE USED. 4, MAXIMUM LOUVER SIZE IS 34' X 78 5 6` MINIMUM STILES AND RAILS. 6, MULTIPLE LOUVERS ALLOWED PER DOOR 7 N/A Trio or Trio-E INTERIOR 1.656" 0.750' OPTIONAL END CHANNEL SURROUND PROFILES f--1.656' 0.625' 1.500' i 18 GA. M N. URROUND CHANNEL Louver Details Page 16 of 16 Windstorm Frame Installation Instructions For Use With FL 10723 F0260 R1 OPTIONAL 4" FACE FRAME HEAD 3070 ± 100 PSF MAX. DESIGN LOAD 4080 ± 70 PSF MAX. DESIGN LOAD 4" MIN./14" MAX. DEPTH 16 GA. MIN. KD OR WELDED (12 GA. WELDED) IMPACT RATING = 350 FT—LBF II II II II II II — II II` II II \ OPTIONALII HARDWARE OR HM MULLION II II II II DOUBLE SWING II II II II II II II II — II II II II U. _LI 8080 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN. KID OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-70 PSF IMPACT RATING = 350 FT—LBF ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO — PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO — PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" — GROUTED 16" — 24" O.C. Head: 3/8" x 6" Expansion Shell) O° GROUT JOINTS WIRE MASONRY — GROUTED 16" — 24" O.C. Head: 3/8" x 6" Expansion Shell) @ GROUT JOINTS WOOD STUD 6", 6" & EQUAL — 21" MAX. METAL STUD FOR INTERMEDIATE SPACES NO FLOOR ANCHORS) Poured In Place Wall NA FOR DOUBLE SWING FRAMES WITH 4" FACE FRAME HEADS, (2) EO ANCHORS REQUIRED WHEN INSTALLED IN MASONRY WALL OR (2) STUD ANCHORS REQUIRED WHEN INSTALLED IN STUD WALL. LOCATION OF ANCHORS TO BE 16" FROM CENTERLINE OF FRAME HEAD, OR CAN BE GROUTED FULL WITH 2O00 PSI MIN. CONCRETE. FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. THREE -SIDED FRAMES Trio & Trio—E Opening Sizes Over 6070 Pairs LOCATION @ Jomb:12"Max. From Each End & 19" O.C. @ Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb @ Jamb:12"Max. From Each End & 19" O.C. @ Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb @ Jamb:16"-24" O.C.@ Grout Joints @ Head: (4) Total Req'd, 9" Max. from Centerline of Head, 9" Max. From Each Hinge Jamb. @ Jamb:16"-24" O.C.@ Grout Joints @ Head: (4) Total Req'd, 9" Max. from Centerline of Head, 9" Max. From Each Hinge Jamb. @ Jomb:6", 6" & Equal-21" Max for Intermediate Spaces. @ Head: (4) Total Req'd, 6" Max. From Centerline of Head, 6" Max from Each Hinge Jamb NA Page 1 of 12 F0277 DIMPLED HOLES BOTH FACES Windstorm Frame Installation Instructions For Use With FL 10723 SEE SECTION 8, ILLUSTRATION 2 FOR FRAME DIMENSIONS 2" L HINGE JAMB PROFILE 2" i 16 GA. I I 2" 2" L Imo-- VARIES J VARIES FRAME HEAD & LOCK JAMB PROFILE 3070 MAX IIN./14" MAX. DEPTH 16 CAA. WELDED ONLY DESIGN LOAD = +/-60 PSE (WITHOUT DEADBOLT) DESIGN LOAD = +/-70 PSE (WITH DEADSOLT) IMPACT RATING = 350 ET—LBI ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION TOP PLUMB ANCHOR @ STD LOCATION & PLUMB ANCHOR BTM PLUMB ANCHOR @ 18" MAX. FROM WOOD STUD SCREW BTM OF FRAME OR METAL STUD SCREW SEE SECTION 8, ILL. 2 FOR SCREW FASTENER KEY TWO-PIECE THREE -SIDED FRAME Page 2 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 F0260_A OPTIONAL 4" FACE FRAME HEAD 3070 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN. KID OR WELDED (12 GA. WELDED) DESIGN LOAD = +/- 100 PSF IMPACT RATING = 350 FT-LBF VARIES 1.93i4poorRabEel 3'MINMAX L VARIES 9314DoorRabbet 2 5R' MIN Y IN MA 33R' M poor RaSbbx nRIES 3'MIN4" MAX VARIES R.bCoorRabbet 5R'MIN 2"MIN a. MAX KERF PROFILE ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO - PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY i" - GROUTED 16" - 24" C.C. @ GROUT JOINTS WIRE MASONRY - GROUTED 16" - 24" O.C. @ GROUT JOINTS WOOD STUD 6", 6" & EQUAL - 21" MAX. METAL STUD NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Place Wall NA THREE SIDED FRAMES Page 3 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 12'-8" MAX. 4 AJI, C AA r SEE NOTE 8 DOOR OPENING TIONAL INTERMEDIATE HORIZONTAL MULLIO SEE ILLUSTRATION #4 OF THIS SECTION FOR ALTERNATE FRAME ELEVATIONS 1. DESIGN PRESSURE _ +/— 60 PSF IMPACT RATING = 350 FT—LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14" MAX. 16 GA. MIN. 6. DOOR OPENING = 3'-0" X 8'-0" SINGLE MAX. F0261 M DIM. DIM. DIM. DIM. FRAME FACES GLAZING B C" D" E" DIM. "A" MATERIAL MAX. MAX. MAX. MAX. MIN. MAX. GLASSLAM SAFETY PLUS 2 36 72" 36" 94" 2" 4" LAMINATED GLASS 6 —0 X 8 —0 PAIRS MAX. BEDDING IS CLOSED CELL FOAM TAPE 1/8" X 1/2" AND DOW CORNING 995 STRUCTURAL 7. STOP HEIGHT = 5/8" MIN. SILICONE. 1 3/4" STEEL STIFFENED, HONEYCOMB, POLYURETHANE, MINERAL CORE OR POLYSTYRENE CORE PANELS (18 Go Min — 14 G. Max) MAY BE USED IN LIEU OF 8. FULL HEIGHT VERTICAL & 6' HORIZONTAL_ GLASSLAM . PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. MULLIONS MUST BE REINFORCED WITH FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & 2) 10—GAUGE X 3/4" X FRAME DEPTH AT 12" MAX. O.C. THE WELDS ARE MIN. 1/4" WELDS X 1/2" LONG. PANELS TO BE C" CHANNELS INSTALLED BACK TO INSTALLED IN EXTERIOR (OUTSIDE) RABBET. WELDS ARE LOCATED WHERE PANEL ABUTS BACK TO FORM SIMULATED "I" BEAM. FRAME SOFFIT. PANELS ARE SEALED WITH SILICONE. QFp nnTvn "A —A" ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE I LOCATION EO — PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/ 8" X 6" LAG SCREW @ JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. @ HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN EO — PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 3/ 8" X 6" EXPANSION SHELLS@ @ JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. @ HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WIRE MASONRY OR MASONRY " T" — GROUTED, WELDED TO STEEL HEADER, EO P&S OR B LY — 3/8" X 6" BOOLTS BOLTS @JAMB 8" MAX. FROM EACH END & 16" O.C. @ HEAD WELDED TO STEEL CHANNEL HEADER @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WELDED TO STEEL BUCK @ JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. @ HEAD WELDED TO STEEL CHANNEL HEADER @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WOOD STUD METAL STUD NO FLOOR ANCHORS) @ JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. I@ HEAD 1*2" VAX. FROEACH VERTICAL MEMBER & 14" O.0 @ SILL I 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 6', LOCATE ANCHORS 2" MAX. FROM EACH VERTICAL MEMBER & @ MIDPOINT OF SPAN. 1/4" THICK MAX. SHIM PLATES (2" WIDE X 7" LONG OR TO SuiT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4" GREATER THAN JAMB DEPTH, HEADER WELDS LOCATED 3" FROM EACH JAMB & 3" FROM EACH SIDE OF VERTICAL MULLIONS & @ MIDPOINT OF SPAN OF HEAD ABOVE DOORS, WELDS ARE MIN. 3/16" X 1" LONG. SHIM PLATES ARE PROVIDED BY OTHERS. AFTER WELDING FRAME TO SHIMS, CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. SIDE LITE AND TRANSOM FRAMES DEPTH — 1/4" r 10—GAUGE 0. 750 0.750 ETAI L "A— A; f.eco Door Page 4 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 1. DESIGN PRESSURE = +/- 60 PSF IMPACT RATING = 350 FT-LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS - SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14" MAX. 16 GA. MIN. 6. STOP HEIGHT = 5/8" MIN. 7. FULL HEIGHT VERTICAL & 6' HORIZONTAL MULLIONS MUST BE REINFORCED WITH 2) 10-GAUGE X 3/4" X FRAME DEPTH C" CHANNELS INSTALLED BACK TO BACK TO FORM SIMULATED "I" BEAM. CCC ,CTAII —A" 12'-8" MAX F0262 FRAME FACES DIM. DIM. MAX. EXPOSED GLAZING B" C" GLAZEDDIM. "A" MATERIAL MAX. MAX. zAREA MIN. MAX. GLASSLAM SAFETY PLUS 2 2" 4" 72" 94" 3384 LAMINATED GLASS BEDDING IS CLUSLU (:ELL FUAM IAvt i/d n I/Z ANU uDW wrcrvllv 7 SILICONE. 1 3/4" STEEL STIFFENED, HONEYCOMB, POLYURETHANE, MINERAL CORE OR POLYSTYRENE CORE PANELS (18 Go Min - 14 Go Mcx) MAY BE USED IN LIEU OF GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & AT 12" MAX. O.C. THE WELDS ARE MIN. 1/4" WELDS X 1/2" LONG. PANELS ARE SEALED WITH SILICONE. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE I LOCATION EO - PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/8" X 6" LAG SCREW @ JAMB 12" MAX. FROM SILL, B" FROM HEAD & 20" O.C. @ HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN EO - PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 3/8" X 6" EXPANSION SHELLS@ @ JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. @ HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WIRE MASONRY OR MASONRY "T" - GROUTED, WELDED TO STEEL HEADER, EO P&S OR BUTTERFLY - 3/8' X 6" BOLTS @ JAMB 8" MAX. FROM EACH END & 16" O.C. @ HEAD WELDED TO STEEL CHANNEL HEADER @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WELDED TO STEEL BUCK @ JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. @ HEAD WELDED TO STEEL CHANNEL HEADER @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN WOOD STUD METAL STUD NO FLOOR ANCHORS) @ JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. @ HEAD 2" MAX. FROM EACH VERTICAL MEMBER & 14" O.0 @ SILL 2" FROM EACH VERTICAL MEMBER & @ MIDSPAN FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 6', LOCATE ANCHORS 2" MAX. FROM EACH VERTICAL MEMBER & @ MIDPOINT OF SPAN. 1/4" THICK MAX. SHIM PLATES (2" WIDE X 7" LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4" GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3" FROM EACH JAMB & 3" FROM EACH SIDE OF VERTICAL MULLIONS & @ MIDPOINT OF SPAN OF HEAD ABOVE DOORS. WELDS ARE MIN. 3/16" X 1" LONG. SHIM PLATES ARE PROVIDED BY OTHERS. AFTER WELDING FRAME TO SHIMS, CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. BORROWED LITE FRAMES I DEPTH - 1/4" 0-GAUGE d 0.750 0.750 ETAI L- "A —A'; Ceco Door Page 5 of 12 I I Windstorm Frame Installation Instructions For Use With FL 10723 I" BEAM CONSTRUCTION DETAILS 3/4" LEG OF "C" CHANNELS FULLY WELDED TO FRAME FRAME FACE CONTINUOUSLY WELDED CONTINUOUSLY WELDED ON BOTH ENDS AT SEAMS SEE NOTE 1 NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN U IN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER. OFFSET 3/4" ON EACH END. 3. EQUALLY SPACED AT EACH END OF MULLION. FRAME CONSTRUCTION AND MULLION DETAIL Cecoroor Page 6 of 12 F0263 Windstorm Frame Installation Instructions For Use With FL 10723 TF2SL TFLSL TFRSL OPTION: ARCHED UNITS LSL RSL LPSL RPSL 2SL P2SL I VARIES T 111111111111111111111111111111111111117 WINDOW FRAME ABOVE FLOOR TF TFLPSL ARCHED FRAMES TF2PSL TFRPSL SLOPED FRAMES WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN Page 7 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 F0282 CONVENTIONAL FRAME CORNER ASSEMBLY SLOTS FOR CORNER TABS R TABS SLOTS FOR JAMB TAB JAMB TABS Install rubber silence frame is setup to a'._._ plugging holes. TOWARD INSIDE OF FRAME I BEND JAMB TABS TOWARD OUTSIDE DRYWALL FRAME CORNER ASSEMBLY 8 x 1/2" MIN. HEAD JHIV16 0 0 SQUARING THE FRAME The installer should use wood spreaders, a carpenters level and a carpenters .square. Set the frame in the desired location. Level head and plumb jambs. Shim under jambs if necessary. CORNER ASSEMBLY 8 x 1/2" MIN. PHSMS Bend Head Tabs UP CORNER ASSEMBLY DOOR OPG AT HEAD _ r SPREADER Typical wood spreader must be square and made from lumber at least 1" thick. Length of spreader equals door opening width at the head. Cut clear— ance notches for frame stops as shown. Spreader must be nearly as wide as frame depth for proper installation. KD FRAME CORNERS eco DOof Page 8 of 12 ASSAMMY Windstorm Frame Installation Instructions For Use With FL 10723 Pocket provided for 1/2" or 5/8" thick wall board 10 Flush p with p stud Z,. Snap —in type METAL STUD ANCHOR Pocket provided for 1/2" or 5/8" thick wall board I Flush with Welded stud —T— METAL STUD "Z" ANCHOR Pocket provided for 1/2" or 5/8" thick wall board Welded WOOD STUD "Z" STRAP ANCHOR Welded EXISTING OPENING ANCHOR F0283 L Welded METAL STUD "Z" ANCHOR Pocket provided for 1/2" or 5/8" thick wall board 0 i o Flush e \ with stud 2 Snap —in type WOOD STUD ANCHOR Used also for METAL STUD Walls) D D 4type2Snap EXISTING OPENING ANCHOR STUD WALL FRAME ANCHORS Page 9 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 Snap —in type WIRE MASONRY ANCHOR Available on special order only YOKE AND STRAP MASONRY ANCHOR m Welded ai EXISTING OPENING ANCHOR F0284 A C11110i'll MASONRY "T" ANCHOR Bend in field to fit. 2 G— O O Snop—in type MASONRY "T" ANCHOR ADJUSTABLE) o 4type2" Snop EXISTING OPENING ANCHOR I Welded e\ STANDARD FLOOR ANCHOR MASONRY WALL FRAME ANCHORS CecoDoor Page 10 of 12 Windstorm Frame Installation Instructions For Use With FL 10723 P381 AND 38 12' LONG PIECE OF P381 APPLIED ON LOCK JAMB DOOR RABBET STARTING AT SILL. REMAINDER OF JAMB IS P385. 346C S771 312 315CN 315CN 12' LENGTH OF P381 APPLIED ON 5771 D THRESHOLD STARTING AT THE LOCK P385 JAMB. REMAINDER OF THRESHOLD WEATHERSTRIP IS P385. 250 375 1. 188 750- 1.375'- 18 3 r,500.1 ,250 J E PEMKD PEMKO PEMKO PEMKE PEMKO P242 P261 P266 P381 P385 oo7s 2so 281 438 PEMKO PEMKO 312 S771 4.000 PEMKO 2008 1.25 .438 3 5 047 438 .25 PEMKO PEMKO S44 315CN 6 L L sa WEATHER STRIP FOR WATER INFILTRATION SINGLE DOORS PER TAS DESIGN PRESSURE 50 PSF F0305 WATER INFILTRATION PREPARATIONS SINGLE SWING Wec0®00r Page 11 of 12 ASSAABWY Windstorm Frame Installation Instructions For Use With FL 10723 PAIR WITH RIM EXIT Amin TED ON BOTH G AT THE IDN IS P385, 3]5 j. 250 -y.3Js —_.dog 375 r r'50 2501g =.313 U:T PEMKO PEMKO PEMKO PEMKO PEMKO P242 P261 P266 P381 P385 JSppppppO----yyyyyy . 250 - 74 1.250--'j .438 3 -.D4] jL//`JAI 438 438 25 PEMKO PEMKO PEMKO PEMKO 312 S771 S44 315CN 4.DDD PEMKO 2008 50 6-5 ILS.ODD j D PEMKO 346C PEMKO P255 soD— WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF F0306 WATER INFILTRATION PREPARATIONS STANDARD SWING PAIR tecoDoor Page 12 of 12 Report prepared for: Justin Hendricks (Intertek) on 3/31/2014 4:15:19 PM AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report(s). This authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The Certification Mark(s) may be applied only at the location of the Parry Authorized to Apply Mark. Applicant: Ceco Door Products (Milan) 9159 Telecom Drive Milan TN 38358 Country: Contact: Dwayne Charlton Phone: 731-686-4304 Fax: 731-686-4309 Email: dcharlton@cecodoor.com Party Authorized to Apply Mark: See following page(s) Evaluation Center: Intertek (Middleton) Control/Client Number: 242757` Authorized' By: holm rs J. Palfterson, DireC ter of Certificat on Int reek Teiltkntj wl' lfce s NA, inc:. F; 45 E, Al.9-,r quIn Rokid, . to I n, A 0 i n g t ern H'i9ht; , IL 6000 UF3,A Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification 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 Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Testing Standard(s): ASTM E330 (2002):ASTM E331 (2000):ASTM E1886 (2002):ASTM E1996 (2003):ANSI A250. 13 (2003):TAS 203:TAS 201:TAS 202:ASTM E1886 (2005):ANSI A250.13 2005): ASTM E1996 (2008):ASTM E331 (2009) Product: Ceco Volume IA Windstorm Doors - Manufacturing ATM for Report 3118505, 3126983, 3132419-001, 3159480, 3159865, 3163505, 3190362MID-002, Letter Report 100407338, 100407338MID-003, Letter Report 100545411, 100545411MID- 003, Letter Report 100859994, 100859994MID- 003, 101343015MID-001, 101274930MID-003,101274930MID- 004 ATM Issue Date: 03/31/2014 Ceco Door Products (Milan) 128766 1 Rev: Feb 26 2014 10:38AM I Uncontrolled Copy Page 1 of 3 AUTHORIZATION n STAba Mum uoor VOLUME: SECTION: 7 htertek MANUFACTURING LOCATIONS PAGE: 2 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE WINDSTORM CLASSIFICATION MATRICES AUTHORIZATION Ini"ek mCecoDoor A%A ABLOY . VOLUME: SECTION: 7 MANUFACTURING LOCATIONS PAGE: 3 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE WINDSTORM CLASSIFICATION MATRICES AUTHORIZATION Intertek J10119 Ceco-DoU VOLUME: MANUFACTURING LOCATIONS PAGE: 4 Glass lights may limit design loads. See details to follow for additional information. Report prepared for: Justin Hendricks (Intertek) on 3/31/2014 4:18:41 PM AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report(s). This authorization also applies to the Multiple Listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The Certification Mark(s) may be applied only at the location of the Party Authorized to Apply Mark. Applicant: Ceco Door Products (Milan) 9159 Telecom Drive Milan TN 38358 Country: Contact: Dwayne Charlton Phone: 731-686-4304 Fax: 731-686-4309 Email: dcharlton@cecodoor.com Party Authorized to Apply Mark: See following page(s) Evaluation Center: Intertek (Middleton) Control/Client Number: 242757 Authorized By - Thomas J. P`a"erson, Director of Certification Intertek Tins ng ,e.imr Rs NA, Inc::: 45 E Arc n r.,qu1,1 R i 0115tu H, .Arlinaion H elaht5, 11,, 6CQ005 U' This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification 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 Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Testing Standard{s}: ASTM E330 (2002):ASTM E331 (2000):ASTM E1886 (2002):ASTM E1996 (2003):ANSI A250.13 (2003):TAS 203:TAS 201:TAS 202:ASTM E1886 (2005):ASTM E1996 2008):ASTM E331 (2009) Product: Ceco Volume IVA - Windstorm Frame Specs ATM for Report 3118505, 3126983, 3159480, 3159865, 3163505, 3190362MID-002, Letter Report 100407338, 100407338MID-003, Letter Report 100545411, 100545411MID- 003, Letter Report 100859994, 100859994MID-003, 101343015MID-001,101274930MID-003,101274930MID-004 ATM Issue Date: 03/31/2014 Ceco Door Products (Milan) 128767 1 Rev: Feb 26 2014 10:28AM I Uncontrolled Copy Page 1 of 9 AUTHORIZATION ST MI.... C. eco Door VOLUME: 4 SECTION: 11 Intertek D/a fey ALL LOCATIONS PAGE: 1 WARNOCKHERSEY-FOLLOW-UP SERVICE -PROCEDURE -- PRODUCT DESCRIPTION Product Covered: Wind resistant building components tested to one or more of the following windstorm or severe weather performance standards: 1. Windstorm Resistant Frames as tested in accordance with ANSI A250.13 2. ASTM E330/E1886/E1996 3. TAS201, TAS202, TAS203 Frames may also be listed as fire door frames tested in accordance with ULIOB or UL10C. Frames may be fire rated up to and including three hours. The construction details and hardware preparations for these frames shall comply with Procedure Sections "A thru H". Frame Sizes: Listed sizes are defined in the illustrations that follow. Construction: Each wind resistant building component shall be constructed as detailed in the illustrations that follow. For design features not covered in this section, see Sections "A thru H". Metal Gauges: The frame metal gauges shall have the minimum thickness as shown in the Illustrations to follow. Painting: See "Section General" for specifics on painting. Marking: Each wind -resistant building component shall be marked in accordance with the details on Illustration 7. Fire rated components will be marked in accordance with the individual product sections of this procedure. Installation Instructions: See ANSI A250.11 for installation instructions. Hardware: For listed hardware, see Building Materials Directory Guide. Water Infiltration: Single outswing and standard outswing pairs of 3 piece, sidelite, transom, or transom/sidelite frames in masonry, block, welded to building structure, or drywall. Tested to ASTM E331 in accordance with Florida TAS 202, single swing doors achieved ±50 psf design pressure and pairs achieved ±60 psf design pressure. Maximum door opening size 4'0" x 8'0" single and 8'0 x 8'0 pair. Rim exit required for pairs with hardware mullion. Any approved locking/exit hardware (for single doors) may be used in a pair with hollow metal mullion (10 gauge "I" beam reinforcement required in hollow metal mullion). See Illustrations # 6B and 6C for Weather Strip installation instructions for location and installation of seals, rain drip, and threshold. For transoms and sidelites, glass should be set from the interior. Glass and glazing stops should be set into a bedding of Dow 995 silicone. Panels should be set from the exterior and welded to the frame with welds located 3" from each end and 12" on center, and the top and bottom 3" from each end and at the midspan with 1/4" x '/2" long welds. The perimeters of panels should be sealed on the interior and exterior with silicone. AUTHORIZATION ST sum 6ntertetc LacecoumoorVOLUME: M-A AS 4 SECTION: 11 PAGE:--- -------2-- - - ALL-LOCATIONS _ _ _ _ - — - --- - — WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE INDEX OF ILLUSTRATIONS WINDSTORM RESISTANT FRAMES DESCRIPTION ILLUSTRATION NO. Door Frame Elevation 1 Door Frame Elevation — Ready Set Frames IA Three Piece Frame 1B Sidelite Frame Elevations 2 Window Frame Elevations 3 I" Beam Construction Details 3A Alternate Frame Elevations 4 KD Corner Frame Assembly 5 Strike Reinforcement for Rim Exit Openings Larger Than 3'0" 5A Surface Vertical Rod Reinforcement for ±70 psf Pairs with Glass 5B Stud Wall Frame Anchors 6 Masonry Wall Frame Anchor 6A Water Infiltration Preparations — Single Swing 6B Water Infiltration. Preparations — Standard Swing Pair 6C MARKING DESCRIPTION ILLUSTRATION NO. Label Detail 7 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB I ALL LOCATIONS I PROJECT REF: TS13CL05 F0260 RI 4' FACE FRAME HEAD 3070 t 100 PSF MAX. DESIGN LOAD 4080 t 70 PSF MAX. DESIGN LOAD 4" MIN./14" MAX. DEPTH 16 GA. MIN. KID OR WELDED (12 GA. WELDED) IMPACT RATING = 350 FT—LBF II II II II II II\ II II \ I I I OPTIONALIIIIHARDWARE II OR HM JJII MULLION _ II II II II DOUBLE SWING II II II II 11 II II II — II II II II Dy 8080 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN. KID OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-70 PSF IMPACT RATING = 350 FT—LBF ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO — PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO — PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" — GROUTED 16" — 24" O.C. Head: 3/8" x 6" Expansion Shell) GROUT JOINTS WIRE MASONRY — GROUTED 16" — 24" O.C. Head: 3/8" x 6" Expansion Shell) GROUT JOINTS WOOD STUD METAL STUD 6", 6" & EQUAL — 21" MAX. NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Ploce Wall NA FOR DOUBLE SWING FRAMES WITH 4" FACE FRAME HEADS, (2) EO ANCHORS REQUIRED WHEN INSTALLED IN MASONRY WALL OR (2) STUD ANCHORS REQUIRED WHEN INSTALLED IN STUD WALL. LOCATION OF ANCHORS TO BE 16" FROM CENTERLINE OF FRAME HEAD, OR CAN BE GROUTED FULL WITH 2O00 PSI MIN. CONCRETE. FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. CeCo HOOF ASS I ABLOY Windstorm Resistant Door Frame Elevations Trio & Trio—E Opening Sizes Over 607D Pairs LOCATION Jamb:12"Max. From Each End & 19" O.C. Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max, from Each Hinge Jamb Jamb:12"Mox. From Each End & 19" O.C. Head: (4) Total Req'd, 9" Max. From Centerline of Head, 9" Max. from Each Hinge Jamb Jamb:16"-24" O.C.® Grout Joints Head: (4) Total Req'd, 9" Max, from Centerline of Head, 9" Max. From Each Hinge Jamb. Jamb:16"-24" O.C.® Grout Joints Head: (4) Total Req'd, 9" Max, from Centerline of Head, 9" Max. From Each Hinge Jamb. Jomb:6", 6" & Equal-21" Max for Intermediate Spaces. Head: (4) Total Req'd, 6" Max. From Centerline of Head, 6" Max from Each Hinge Jamb NA VOL: SEC: ILL: WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: BNR ALL LOCATIONS I PROJECT REF: TS06CL04 F0277 DIMPLED HOLES BOTH FACES SEE SECTION 8, ILLUSTRATION 2 FOR FRAME DIMENSIONS 116 GA... ....._.._-___.__._____ F L 2" LVARIES J VARIES HINGE JAMB PROFILE F 2• L I VARIES VARIES FRAME HEAD & LOCK JAMB PROFILE 3070 MAX. IN./14" MAX. DEPTH 16 GA. WELDED ONLY DESIGN LOAD = +/-60 PSF (WITHOUT DEADBOLT) DESIGN LOAD = +/-70 PSF (WITH DEADBOLT) IMPACT RATING = 350 FT—LBF ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION TOP PLUMB ANCHOR C) STD LOCATION & PLUMB ANCHOR BTM PLUMB ANCHOR @ 18" MAX. FROM WOOD STUD SCREW BTM OF FRAME OR METAL STUD SCREW SEE SECTION 8, ILL. 2 FOR SCREW FASTENER KEY ISSUE aCec oor VOL: 4 ASSAABLOY SEC: 11 Intertek Windstorm Resistant ZlIAliy ReadySet Door Frame Elevations ILL: lA DRAWN BY: JRB IS Intertek WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE F0260_A ALL LOCATIONS MIEs 1 Os]Y oex R.eEx 4" FACE' EAD YMIN0'MA% MIEs 1.B3>s' T Oo-s R EOx I 2 LS MM YMIN s Y!•MA% LONVFN]1011AL PROFILE 3070 MAX. 4" MIN./14" MAX. DEPTH 16 GA. MIN. KD OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-100 PSF IMPACT RATING = 350 FT-LBF omr P3 e x f"' ARIEs 3' MMMMIi% RIEs 2125DoorRUYax T_ } INMA% RERF PROFILE ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH WOOD BUCK END & 19" O.C. 3/8" X 6" LAG SCREW EO - PIPE & SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK END & 19" O.C. 3/8" X 6" EXPANSION SHELL MASONRY "T" - GROUTED 16" - 24" O.C. GROUT JOINTS WIRE MASONRY - GROUTED 16" - 24" O.C. GROUT JOINTS WOOD STUD 6", 6" & EQUAL - 21 " MAX. METAL STUD NO FLOOR ANCHORS) FOR INTERMEDIATE SPACES Poured In Place Wall NA IS Door ASSAABLOY Windstorm Resistant Three Piece Frame PROJECT REF: TS13CL05 VOL: 4 SEC: 11 ILL: 1B WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY- JRB I ALL LOCATIONS I PROJECT REF: TS13CL05 12'-8" MAX. SEE NOTE DOOR OPENING WIFRNDW.TE WRIZM. M SEE ILLUSTRATION A4 OF THIS SECTION FOR ALTERNATE FRAME ELEVATIONS. 7 1. DESIGN PRESSURE = +/— 60 PSF IMPACT RATING = 350 FT—LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14" MAX. 16 GA. MIN. 6. DOOR OPENING = 3'-0" X 8'-0" SINGLE MAX. F0261 31 GLAZING DIM. DIM. DIM. DIM. FRAME FACES MATERIAL e" C' D" E" DIM. A' MAX. MAX. MAX. MAX. MIN. MAX. GLASSLAM SAFETYPLUS2 36" 72" 36" 94" 2" 4" LAMINATED GLASS 6 —0 X 8 —0 PAIRS MAX. BEDDING IS CLOSED CELL FOAM TAPE 1/8" X 1/2" AND DOW CORNING 995 STRUCTURAL 7. STOP HEIGHT = 5/8" MIN. SILICONE. 1 3/4" STEEL STIFFENED, HONEYCOMB, POLYURETHANE, MINERAL CORE OR 8. FULL HEIGHT VERTICAL & 6' HORIZONTAL POLYSTYRENE CORE PANELS (18 Go Min — 14 G. M..) MAY BE USED IN LIEU OF MULLIONS MUST BE REINFORCED WITH GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3' MAX. FROM EACH END & 3" MAX. O.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & 2) 10—GAUGE X 3/4" X FRAME DEPTH AT 12" MAX. O.C. THE WELDS ARE MIN. 1/4" WELDS X 1/2" LONG. PANELS TO BE C" CHANNELS INSTALLED BACK TO INSTALLED IN EXTERIOR (OUTSIDE) RABBET. WELDS ARE LOCATED WHERE PANEL ABUTS BACK TO FORM SIMULATED "I" BEAM. FRAME SOFFIT. PANELS ARE SEALED WITH SILICONES ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO — PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/8'. X 6" LAG SCREW 0 JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. 0 HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. 0 SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN EO — PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 8" X 6" EXPANSION SHELL5 0 JAMB 12" MAX. FROM SILL, B" FROM HEAD & 20" O.C. 0 HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. 0 SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN WIRE MASONRY OR MASONRY "T" — GROUTED. WELDED TO STEEL HEADER, EO P&S OR BUTTERFLY — 3 8" X B.BOLTS 0 JAMB 8" MAX. FROM EACH END & 16" O.C. 0 HEAD WELDED TO STEEL CHANNEL HEADER SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN WELDED TO STEEL BUCK 0 JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. 0 HEAD WELDED TO STEEL CHANNEL HEADER 0 SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN WOOD STUD METAL STUD NO FLOOR ANCHORS) 0 JAMB 5"- MAX. FROM SILL & 27.5" MAX. O.C. 0 EAD Z" MAX. FROM EACH VERTICAL MEMBER & 14" O.0 0 SILL 2" FROM EACH VERTICAL MEMBER & 0 MIDSPAN FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 6', LOCATE ANCHORS 2" MAX. FROM EACH VERTICAL MEMBER & 0 MIDPOINT OF SPAN. 1/4" THICK MAX. SHIM PLATES (2" WIDE X 7' LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4- GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3' FROM EACH JAMB & 3" FROM EACH SIDE OF VERTICAL MULLIONS & 0 MIDPOINT OF SPAN OF HEAD ABOVE DOORS. WELDS ARE MIN. 3/16" X 1" LONG. SHIM PLATES ARE PROVIDED BY OTHERS. AFTER WELDING FRAME TO SHIMS, CAULK GAPS BEILVEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. DEPTH — 1/4" 0—GAUGE 1 0.750 0.750 ETAIL "A —A" ISS rs.CecoDcuor VOL: 4 1. AMAA SEC: 11 In Windstorm Resistant ILL: 2 Sidelite, Transom02a or Transom/Sidelite Frame Elevations 7% DRAWN BY: JRB WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE ALL LOCATIONS 12'-8" MAX. F0262 IC" A" S E NOTE 7 c.1 1 O MAX. X. A' S E AI A4 0 S CI 1. DESIGN PRESSURE = +/- 60 PSF IMPACT RATING = 350 FT-LBF 2. ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14" MAX. 16 GA MIN. 6. STOP HEIGHT = 5/8" MIN. 7. FULL HEIGHT VERTICAL & 6' HORIZONTAL MULLIONS MUST BE REINFORCED WITH 2) 10-GAUGE X 3/4" X FRAME DEPTH C" CHANNELS INSTALLED BACK TO BACK TO FORM SIMULATED "I" BEAM. SEE DETAIL "A -A". PROJECT REF: TS13CL05 GLAZING MATERIALA" FRAME FACES DIM. B" DIM. C MAX. EXPOSED GLAZED AREA MIN. I MAX. MAX. MAX. in') GLASSLAM SAFETY PLUS 2 2" 4" 72" 94" 3384 LAMINATED GLASS BEDDING IS CLOSED CELL FOAM TAPE 1/6' X 1/2" AND DOW CORNING 995 STRUCTURAL SILICONE. 1 3/4' STEEL STIFFENED, HONEYCOMB, POLYURETHANE, MINERAL CORE OR POLYSTYRENE CORE PANELS (18 G. Min - 14 Go M..) MAY BE USED IN LIEU OF GLASSLAM. PANELS ARE WELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3" MAX. FROM EACH END & 3' MAX. D.C. & ON THE TOP & BOTTOM 3" MAX. FROM EACH END & AT 12' MAX. O.C. THE WELDS ARE MIN. 1/4" WELDS X 1/2' LONG. PANELS ARE SEALED WITH SIUCONE. ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/8" X 6" LAG SCREW a JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. a HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. a SILL 2" FROM EACH VERTICAL MEMBER & a MIDSPAN EO - PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 8" X 6" EXPANSION SHELLS a JAMB 12" MAX. FROM SILL, 8" FROM HEAD & 20" O.C. a HEAD 2" FROM EACH VERTICAL MEMBER & 14" O.C. a SILL 2" FROM EACH VERTICAL MEMBER & a MIDSPAN WIRE MASONRY OR MASONRY "T" - GROUTED, WELDED TO STEEL HEADER, EO P&S OR BUTTERFLY - 3 8' X 6" BOLTS a JAMB 8" MAX. FROM EACH END & 16" O.C. a HEAD WELDED TO STEEL CHANNEL HEADER a SILL 2" FROM EACH VERTICAL MEMBER & a MIDSPAN WELDED TO STEEL BUCK a JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. a HEAD WELDED TO STEEL CHANNEL HEADER a SILL Z" FROM EACH VERTICAL MEMBER & a MIDSPAN WOOD STUD METAL STUD NO FLOOR ANCHORS) a JAMB 5" MAX. FROM SILL & 27.5" MAX. O.C. a HEAD 2" MAX. FROM EACH VERTICAL MEMBER & 14" O.0 a SILL 1 2" FROM EACH VERTICAL MEMBER & a MIDSPAN FOR 6' & UP HEAD MEMBERS. FOR HEADS LESS THAN 6', LOCATE ANCHORS 2- MAX. FROM EACH VERTICAL MEMBER & 0 MIDPOINT OF SPAN. 1/4" THICK MAX. SHIM PLATES (2- WIDE X 7" LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4- GREATER THAN JAMB DEPTH. HEADER WELDS LOCATED 3' FROM EACH JAMB & 3' FROM EACH S10E OF VERTICAL MULLIONS & 0 MIDPOINT OF SPAN OF HEAD ABOVE DOORS, WELDS ARE MIN. 3/16" X 1- LONG. SHIM PLATES ARE PROYMED BY OTHERS. AFTER WELDING FRAME TO SHIMS. CAULK GAPS BETWEEN FRAME AND STRUCTURAL STEEL CHANNEL WHERE SHIM PLATES ARE VOID. 11 1 II; III Windstorm Resistant Window Frame Elevations DEPTH - 1/4" I O-GAUGE 0.750 0.750 ETAI L "A -A; VOL: 4 SEC: 11 ILL: 3 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: BNR I ALL LOCATIONS I PROJECT REF: TS03CL61 I" BEAM CONSTRUCTION DETAILS F0292 CONTINUOUSLY WELDED SEE NOTE 3 CONTINUOUSLY WELDED ON BOTH ENDS AT SEAMS 7 70" MIN 118" MAX p 10 "C" CHANNEL n I II 075" SEE NOTE 1 NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN U IN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER. OFFSET 3/4" ON EACH END. 3. EQUALLY SPACED AT EACH END OF MULLION. IS =CecoDoor VOL: 4 ASMABLOY SEC: 11 Intertek Windstorm Resistant alla1/4 "I" Beam Construction Details ILL: 3A DRAWN BY: BNR F0263 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE ALL LOCATIONS PROJECT REF: TS06CL04 TF2SL TFLSL TFRSL TF TFRPSL OPTION: ARCHED UNITS LSL RSL 2SL TFRPSL TFRPSL LPSL RPSL P2SL ARCHED FRAMES SLOPED FRAMES VARIES WINDOW FRAME ABOVE FLOOR WINDOW FRAME ON FLOOR ISS VOL: 4CecoD®®r ASM LOY SEC: 11 Inteek Windstorm Resistant ILL: 4 Alternate Frame Elevations WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS11CL05 F0282 CONVENTIONAL FRAME CORNER ASSEMBLY SLOTS FOR CORNER TABS R T JAMB BEND CORNER TABS TOWARD—INSIDE—OF — — FRAME CORNER ASSEMBLY n14a 4 SLOTS FOR JAM t1 IAtlt 7 L'['j1JAMBTABSBENDJAMBTABS Instoll rubber silencers before TOWARD OUTSIDE frame is setup to avoid grout plugging holes. OF FRAME DRYWALL FRAME CORNER ASSEMBLY 1 B x 1SM N MITER GUIDES PHSMS p v Bend Head 8 xP1/2"HSMS MIN.] 0 h Tabs UP O I HEAD JAMB SQUARING THE FRAME The installer should use wood spreaders, a carpenters level and a carpenters square. Set the frame in the desired location. Level head and plumb jambs. Shim under jambs if necessary. CORNER ASSEMBLY DOOR OPG AT HEAD I SPREADER Typical wood spreader ust be square and mode from lummber atleast1" thick. Length of spreader equals door opening width at the head. Cut clear— ance notches for frame stops as shown. Spreader must be nearly as wide as frame depth for proper installation. ISS C® O® VOL: 4 r- MaQ5 LOYSEC: 11 Intertek Windstorm Resistant G a la K/D Corner Frame Assembly ILL: 5 WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS11CL05 Strike Reinforcement Assembly Strike Reinforcement "A" Matt: 7 ga Mild Steel 2.125 16.000 Strike Reinforcement "B" 2) Required Mat]: 7 ga Mild Steel ice--- 1fi.dOd + I I I1.6625 Strike Reinforcement "C" Matt: 12 ga Mild Steel 2.500 1 f_ 6.000 — 1.875— Strike Reinforcement "D" Matt: 16 ga Mild Steel 6.6112 L 15.000 Strike Reinforcement Required for Trio and Trio-E Doors Over TO" Wide with Rim Exit Devices F0299 ISS _ Cec®®®®r VOL: 4 ASM LOY SEC: 11 Intertek Rim Exit Strike Reinforcement IfN 911al/y For Openings Over 3'0" Wide ILL: SA WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB t ALL LOCATIONS PROJECT REF: TS13CL05 I F0311 SURFACE-V-ER-T-I-CAL-R-O.D--HEAD--REINFO.R.CEME-NT-_------.---------.----------- REQUIRED FOR ±70PSF TRIO/TRIO-E PAIRS OF DOORSMITH GLASS FRAME HEAD PLATE REINFORCEMENT 14 GA. (0.067" MIN) LENGTH VARIES BY HARDWARE) i A 2" FACE HEAD MIN 4" FACE HEAD MAX 14 GA. (0.067" MIN) FRAME HEAD CHANNEL REINFORCEMENT I J @ O KD OR WELDED ISSU C= D®®r VOL: 4 AMAABLO SEC: 11 Intertek Surface Vertical Rod Reinforcement a//ar/Y For ±70 PSF Pairs With Glass ILL: SB WARNOCK HERSEY FOLLOW—UP SERVICE PROCEDURE DRAWN BY: JRB N ALL LOCATIONS PROJECT REF: TS11CL05 Pocket Provided F0283 for 1/2or 5/8" thick wall board o- -- - -- - o Flush 4type withstud2WeldedSnap METAL STUD "Z" METAL STUD ANCHOR ANCHOR Pocket provided for 1/2or 5/8" thick wall board i Flush with Welded stud METAL STUD "Z" ANCHOR Pocket provided for 1/2or 5/8" thick wall board J-5/ 8" Welded WOOD STUD " Z" STRAP ANCHOR Welded EXISTING OPENING ANCHOR Pocket Provided for 1/ 2' or 5/8" thick wall board o p Flush 0 with stud - 1 2" t Snap -in type WOOD STUD ANCHOR Used also for METAL STUD Walls) 2 - Snap in type EXISTING OPENING ANCHOR WARNOCK BERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY. JRB ALL LOCATIONS PROJECT REF: TS11CL05 WIRE MASONRY ANCHOR weiaea YOKE AND STRAP MASONRY ANCHOR Welded EXISTING OPENING ANCHOR POURED IN PLACE WALL F0284 MASONRY "T" ANCHOR Bend 1n field t. fit. 4 2" CD 0 Snap —in MASONRY "T" ANCHOR ADJUSTABLE) Snap —in type EXISTING OPENING ANCHOR n4typ Welded STANDARD FLOOR ANCHOR ISSUE M Ceco Door VOL: 4 AMAABLOY SEC: 11 lntWek Windstorm Resistant Masonry Wall Frame Anchors ILL: 6A WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS13CL06 44 P381 AND 38 12' LONG PIECE OF P381 APPLIED ON LOCK JAMB DOOR RABBET STARTING AT SILL. REMAINDER OF JAMB IS P385. N381 12' LENGTH OF P381 APPLIED ON 5771 aD THRESHOLD STARTING AT THE LDCK P385 JAMB, REMAINDER OF THRESHOLD WEATHERSTRIP IS P385, 7so y yI{-I- jF " y .250 y.375j- .182 0 LJ_l3 En:1250 PEMK PEMKDO PEMKD PEMKD PEMKD P242 P261 P266 P381 P385 1.000 - 1.25 A.j- 75 .250 2l 111 9 -4.438 I 25 PEMKD PEMKD PEMKD PEMKD 312 S771 S44 Ir 315CN 6 5 I L00L PEMKD J 346C PEMK 2008 2.50 WEATHER STRIP FOR WATER INFILTRATION SINGLE DOORS PER TAS DESIGN PRESSURE 50 PSF WARNOCK HERSEY FOLLOW-UP SERVICE PROCEDURE DRAWN BY: JRB ALL LOCATIONS PROJECT REF: TS13CL06 PAIR WITH RIM EXIT o P385 ANDHARDWARE MULLION P385 p E PAIR WITH P385 HOLLOW METAL 12' LENGTH OF P381 APPLIED ON BOTH MULLION MULLION RABBETS STARTING AT THE SILL. REMAINDER OF MULLION IS P385. S 3) - y.3]S lBB Eli- 3 i1.290 L Jf-1 1 3 3 PEMKO PEMKO PEMKD PEMKO PEMKO P242 P261 P266 P381 P385 11 1 1 PEMKO PEMKO PEMK PEMK 312 S771 S44 315CN IB PEMKO 2008 6 5 00 a PEMKO 346C PEMKO P255 WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF F0306 ISSUE Ceco Door VOL: 4 AMA ABLOY SEC: 11 Bntertek I Water Infiltration Preparations Standard Swing Pair ILL: 6C DRAWN BY: JRB WARNOCJK HERSEY FOLLOW-UP SERVICE PROCEDURE ALL LOCATIONS Label for Windstorm Resistant Frames LISTED EXTERIOR DOOR FRAME, TRANSOM, SIDELIGHT OR WINDOW FRAME INACCORDANCE WITH ANSI/SDI-BHMA A250.13 WINDSTORM RESISTANCE IMPACT RATING : 350 FT-LBS DESIGN LOAD RATING PSF PRODUCT CONFORMS TO ASTM E330/E1886/E1996 TAS-201, TAS-202. TAS-203 TEST PROTOCOLS The label design has the following information: 1. WH classified logo 2. Ceco Door/AS SA ABLOY Logo 3. WH assigned W/N Number (20824) 4. Complimentary classification (Windstorm Resistant Frame) 5. Design Load Rating & Impact Rating 6. ANSI/ASTM/TAS Test Number References 7. Ceco part number (7000747) Labels will be metal with holes for fastener attachment. PROJECT REF: TS13CL05 242757 3 revi 7000747 ISMmCecoDoor VOL: 4 ABLOY SEC: Il 9rtertek e1 ja jy Windstorm Label Detail (Frames) ILL: 7 ric;a Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvI pg Ei[ O 1I .. BCIS Home Log In ! User Registration Hot Topics ;; Submit Surcharge Stats &Facts Publications FBC Staff BCIS Site Map Links ; Search Florida n Product Approval fk , USER: Public User " 1 .1 -, r rFy',; > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status 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) FL13629-R4 Revision 2014 Approved Firestone Building Products Company, LLC. 250 West 96th Street Indianapolis, IN 46260 317)816-3806 Ext53806 McQuillenTim@flrestonebp.com Tim McQuillen McQuillenTim@firestonebp.com Tim McQuillen 250 W. 96th Street Indianapolis, IN 46240 800)443-4272 Ext53806 mcquillentim@firestonebp.com Tim McQuillen 310 East 96th Street Indianapolis, IN 44240 317)816-3806 mcquillentim@firestonebp.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 12/05/2019 John W. Knezevich, PE Validation Checklist - Hardcopy Received F[ 13629 R4 COI 2015 01._COI_Nieminen.R f Standard Year TAS 125 2003 UL 580 2006 f 2 ';/14/2017 2:09 P rich Building Code Online https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQ%A Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 04/11/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description I. 13629.1 Firestone UNA-CLAD""Non- i Non-structural metal roofing Structural Metal Roof Systems Limits of Use i Installation Instructions Approved for use in HVHZ: No FL13629 R4 II 2015 04 FINAL Al ER FIRESTONE UNACLAD FL13629- j Approved for use outside HVHZ: Yes R4.1)df Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE - 59166 Design Pressure: +N/A/-204.3 Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Evaluation Reports Use. The design pressure noted herein relates FL13629 R4 AE 2015 04 FINAL ER FIRESTONE UNACLAD FL13629- to one specific assembly. Refer to ER Appendix R4.1)df for all assemblies and max design pressures. ;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 :: 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: WN W aCi Credit Card Safe If 2 3/13/2017 2:09 P TRINITY ERD EVALUATION REPORT Firestone Building Products Company, LLC. EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report F10060.05.08-R7 250 West 96th Street FL13629-114 Indianapolis, IN 46260 Date of Issuance: 05/13/2008 Revision 7: 04/09/2015 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. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Firestone UNA-CLAD" Non -Structural Metal Roof Systems 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 IERD 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 "TrinitylERD 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 5, plus a 20-page Appendix. Prepared by: Z 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 04/09/2015. 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. Exterior Research & Design, LLC. d/b/a Trinity I 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. Exterior Research & Design, LLC. d/b/a Trinity I 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 I 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. ROOFING SYSTEMS EVALUATION: 1. F11 3. W„ TRINITY ERD SCOPE: Product Category: Roofing Sub -Category: Non -Structural Metal Roofing Compliance Statement: Firestone UNA-CLADTm Non -Structural Metal Roof Systems, as produced by Firestone Metal Products, 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. STANDARDS: Section Property Standard Year 1504.3.2 Wind UL580 2006 1504.3.2, 1518.9.1, Wind TAS 125 2003 1523.6.5.2.4.1 REFERENCES: Entity Examination Reference Date ATI(TST1527) TAS 125 C7247.01-450-18 05/22/2013 ATI(TST1527) TAS 125 C7712.01-450-18 09/11/2013 HTL(TST1527) TAS 125 0182-0102-00 02/01/2000 HTL(TST1527) TAS 125 0227-0603-00 06/01/2000 HTL(TST1527) TAS 125 0227-0518-04 10/24/2000 HTL(TST1S27) TAS 125 0227-0706-04 10/24/2000 HTL(TST1S27) TAS 12S 0182-0818-01 09/01/2001 HTL(TST1527) TAS 125 0227-0116-04 03/31/2004 HTL(TST1527) TAS 125 0227-0226-04 06/29/2004 HTL(TST1527) TAS 125 0277-0613-04 06/30/2004 HTL(TST1527) TAS 125 0227-1115-04 11/22/2004 HTL(TST1527) TAS 125 0227-0517-04 01/14/2005 HTL(TST1527) TAS 125 0227-0903-04 01/14/2005 HTL(TST1527) TAS 125 0227-1026-04 01/14/2005 HTL(TST1527) TAS 125 0155-1115-04 02/25/2005 HTL(TST1527) TAS 125 0227-0302-05 03/15/2005 HTL(TST1527) TAS 125 0277-0509-05 06/17/2005 HTL(TST1S27) TAS 125 0277-0608-OS 07/05/2005 HTL(TST1527) TAS 125 0277-0620-05 08/08/2005 HTL(TST1527) TAS 12S 0227-0823-05 11/11/2005 HTL(TST1S27) TAS 125 0227-1207-05 04/20/2006 PRI (TST5878) UL 580 / TAS 125 FBP-219-02-01 01/28/2015 PRI (TST5878) UL 580 / TAS 125 FBP-226-02-01 03/19/2015 PRI(TSTS878) UL580 / TAS 125 FBP-229-02-01 03/20/2015 UL(TST1740) UL580 TGKX.376 12/09/1997 UL(TST1740) UL580 TGKX.377 12/09/1997 UL(TST1740) UL580 TGKX.399 12/09/1997 UL(TST1740) ULS80 TGKX.512/512A 03/03/1999 UL(TST1740) UL580 TGKX.513/513A 03/05/1999 UL(TST1740) UL580 TGKX.511/511A 03/11/1999 UL(TST1740) UL580 TGKX.510/510A 12/03/1999 UL(TST1740) UL580 TGKX.629 05/26/2005 UL(TST1740) UL580 TGKX.622 04/28/2005 UL(TST1740) UL580 TGKX.623 04/28/2005 UL(TST1740) UL580 TGKX.624 04/28/2005 UL(TST1740) UL580 TGKX.303 03/11/2008 UL(TST1740) UL580 TGKX.342 03/11/2008 UL(TST1740) UL580 TGKX.343 03/11/2008 UL(TST1740) UL580 TGKX.414, 03/11/2008 UL(TST1740) UL580 TGKX.436 03/11/2008 UL(TST1740) UL580 TGKX.448 03/11/2008 UL(TST1740) UL580 TGKX.486 03/11/2008 UL(TST1740) UL580 TGKX.508 03/11/2008 UL(TST1740) ULS80 TGKX.508A 03/11/2008 UL(TST1740) UL580 TGKX.544 03/11/2008 UL(TST1740) UL580 TGKX.656 03/26/2009 UL(TST1740) UL580 TGKX.657 03/26/2009 Exterior Research and Design, LLC. Evaluation Report F10060.05.08-R7 Certificate o/Authorization #9503 FL13629-R4 Revision 7: 04/09/2015 Page 2 of 5 Xe f RIITY z ERD Enti Examination Reference Date UL(TST1740) UL580 TGKX.660 07/09/2009 UL(TST1740) UL580 TGKX.653 08/04/2009 UL(TST1740) UL580 TGKX.652 11/20/2009 UL(TST1740) UL580 TGKX.658 11/20/2009 UL(TST1740) UL580 TGKX.664 12/08/2009 UL(TST1740) UL580 TGKX.663 12/16/2009 UL(TST1740) UL580 TGKX.655 02/04/2010 UL(TST1740) UL580 TGIK.R14751 05/26/2005 UL(TST1740) UL 580 / TAS 125 07NK19743 08/06/2008 UL(TST1740) UL580 / TAS 125 08NK19743 01/20/2009 UL LLC (QUA9625) Quality Control R14751, Service Confirmation Exp. 01/13/2017 4. PRODUCT DESCRIPTION: The following non-structural metal roof panels are mechanically attached to Approved substrate, as outlined in the Limitations / Conditions of Use herein. steel Material: Kynar" coated G-90 Galvanized Steel Thickness: min. 24 ga. (0.025-inch) UNA{LAD^' UC-1 Roofing Panel is a factory Minimum Yield:33-45 K51 formed, snap -on batten, architectural standing seam metal roof panel. Aluminum I, Material: Anodized or Unfinished Aluminum i Thickness: min. 0.040-inch Minimum Yield: 21 KSI Steel Material: Kynar"' coated G-90 Galvanized Steel Thickness: min. 24 ga. (0.025-inch) UNA-CLAD— UC-2 Roofing Panel is a factory Minimum Yield: 33-45 KSI formed, snap -on wide batten, architectural standing seam metal roof panel. Aluminum Material: Anodized or Unfinished Aluminum Thickness: min. 0.040-inch Minimum Yield: 21 KSI Steel Material: Kynar- coated G-90 Galvanized Steel Thickness: min. 24 ga. (0.025-inch) Minimum Yield: 33-52 KSI Aluminum Material: Anodized or Unfinished Aluminum UNA-CLAD— UC-3 Roofing Panel is a factory Thickness: min. 0.040-inch formed double -lock, architectural standing Minimum Yield: 21-25 KSI seam metal roof panel that provides a Copper traditional look and utilizes mechanical Material: AGSC Natural or seaming. An optional thermally -applied pre- PatriotGreenTM/FreedomGray- Finished Copper assembly in -seam sealant is available. Thickness: 16 oz. (0.022-inch) Alloy: Min. 99.9% Cu (Ag counting as Cu); cold rolled from 122 alloy ingots Zinc Material: RHEINZINK® Shiny, Preweathered Blue - Gray or Graphite Gray Zink Thickness: min. 0.028-inch Alloy: Zinc Titanium Copper Alloy Steel Material: Kynar- coated G-90 Galvanized Steel Thickness: min. 26 ga. (0.019-inch) Minimum Yield: 33-50 KSI UNA-CLAD- UC-4 Roofing Panel is a self - locking, architectural standing seam metal roof Aluminum panel that does not utilize clips. The lY:-inch Material: Anodized or Unfinished Aluminum high panel seams snap together. No mechanical Thickness: min. 0.032-inch seaming tools or clips required. An optional Minimum Yield: 21 KSI thermally -applied pre -assembly in -seam sealant Cooper TLisavailable. Material: AGSC Natural or PatriotGreenTM/FreedomGray- Finished Copper Thickness: 16 oz. (0.022-inch) Alloy: Min. 99.9% Cu (Ag counting as Cu); cold rolled from 122 alloy ingots Exterior Research and Design, I.I.C. Evaluation Report F10060.05.08-R7 Certificate of Authorization #9503 FL13629-R4 Revision 7: 04/09/2015 Page 3 of 5 UNA-CLAD— UC-6 Roofing Panels is factory formed, double -lock, architectural standing seam metal roof panels with concealed clips. UNA-CLADTM UC-6 HD Roofing Panels is factory formed, double -lock, architectural standing seam metal roof panel with concealed clips. Steel Material: Kynar'" coated G-90 Galvanized Steel Thickness: min. 24 ga. (0.025-inch) Minimum Yield: 33-50 KSI Aluminum Material: Anodized or Unfinished Aluminum Thickness: min. 0.032-inch Minimum Yield: 21 KSI Steel Material: Kynar^' coated G-90 Galvanized Steel Thickness: min. 24 ga.(0.025-inch) Minimum Yield: 33-45 KSI Aluminum Material: Anodized or Unfinished Aluminum Thickness: min. 0.032-inch Minimum Yield: 21 KSI 4 TRIM 1 1 ERD Steel ( I 1.143 UNA-CLAD— UC-7 Roofing Panel is a factory Material: Kynar"' coated G-90 Galvanized Steel , formed, snap -on batten, standing seam metal. Thickness: min. 24 ga. (0.025-inch) Minimum Yield: 33-45 KSI 1" Steel UNA-CLAD'"' UC-9 Roofing Panel is a self- Material: Kynar' coated G-90 Galvanized Steel locking, architectural standing seam metal roof panel with an integral snap -lock seam. Thickness: min. 24 ga. (0.025-inch) Minimum Yield: 33-45 K51 1.5" 1" UNA-CLAD'"' UC-11 Roofing Panel is a self Steel locking, architectural standing seam metal roof Material: Kynar"" coated G-90 Galvanized Steel panel with an integral snap -lock seam that does Thickness: min. 24 ga. (0.025-inch) not utilize clips. Minimum Yield: 33-45 KSI UNA-CLAD— UC-14 Roofing Panel is a factory formed continuous interlocking, concealed clip, architectural standing seam metal roof panel. Steel Material: Kynar^ coated G-90 Galvanized Steel Thickness: min. 24 ga. (0.025-inch) Minimum Yield: 33-57 KSI Aluminum Material: Anodized or Unfinished Aluminum Thickness: min. 0.032-inch Minimum Yield: 21 KSI steel UNA-CLAD"' SV-CRIMP Roofing Panel is a roll Material: Kynar" coated G-90 Galvanized Steel formed, through -fastened metal roof panel. Thickness: min. 26 ga. (0.019-inch) Minimum Yield: 33-45 KSI Exterior Research and Design, LLC. Certificate of Authorization #9503 9, 75" - 18:0" 1, 75" j 0.5"(12.7mm) r- 7.0 (25.4 mm) i_....._.........._............................._ 22.5- GROSS 571.7 n;m .........._......._....: Evaluation Report F10060.05.08-R7 FL13629-R4 Revision 7: 04/09/2015 Page 4 of 5 t 4n TR,INIIY ERD 5. LIMITATIONS: 5.1 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. 5.2 This evaluation report is not for use in HVHZ. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 The minimum Firestone -recommended slope for 5V-Crimp is 5:12 without applied lap sealant and 3:12 with applied lap sealant. The minimum Firestone -recommended slope for standing seam is 3:12. Contact Firestone's technical support services for slope conditions below these recommendations. Slope shall not be less than that set forth in FBC 1507.4.2. 5.5 Sheet materials used to produce the panels shall comply with FBC Section 1507.4.3. 5.6 This evaluation is limited to the roof panel and its connecting clips. The structural adequacy of all structural components beams, columns, purlins and roof deck etc.) shall be verified to the satisfaction of the AHJ. 5.7 Appendix 1 outlines attachment requirements for design wind pressure resistance. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind pressures. 5.7.1 The maximum clip and/or fastener spacing and associated maximum design pressure for the selected assembly shall meet or exceed those determined in accordance with FBC Chapter 16 for all pressure zones. Interpolation between clip -spacing by a qualified design professional is permitted. The maximum listed clip and/or fastener spacing shall not be exceeded. 5.8 For existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.9 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Firestone UNA-CLADT" Non -Structural Metal Roofing Systems shall be installed in accordance with Firestone Metal Products published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = 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 FBC 1609 for determination of design wind pressures. 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 named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414)248-6409, karen.buchmann@us.ul.com THE 20-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report F10060.05.08-R7 Certificate of Authorization #9503 FL13629-R4 Revision 7: 04/09/2015 Page 5 of 5 TRINITY ERD APPENDIX'1: ATTACHMENT REQUIREMENTS FOR;WIND UPLIFT.RESISTANCE Table Deck Application Description Page 1A Wood New or Reroof (Tear -Off) 5V-Crimp 7 1B Wood New or Reroof (Tear -Off) Standing Seam with Batten Cover 7 1C Wood New or Reroof (Tear -Off) Standing Seam without Batten Cover 8-14 2A Steel New or Reroof (Tear -Off) Standing Seam with Batten Cover 15 2B Steel New or Reroof (Tear -Off) Standing Seam without Batten Cover 15-20 3A CWF New or Reroof (Tear -Off) Standing Seam without Batten Cover 20 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted herein, insulations or fire barrier materials may be any that meet Firestone minimum requirements, the OA requirements of F.A.C. Rule 61G20-3 and FBC 1505 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 3. Unless otherwise noted herein, underlayment may be CLAD-GARD'" SA-N, CLAD-GARDTM SA-S, CLAD-GARD— SA-FR or any underlayment that meets Firestone minimum requirements, the QA requirements of F.A.C. Rule 61G20-3 and FBC 1505 when installed with the roof cover. 4. Panel / clips fasteners shall be of sufficient length for minimum 1-inch penetration through plywood roof decks or %-inch penetration through steel roof decks. 5. For steel deck installations, fasteners shall engage the top flange of the steel deck. 6. As an alternate to bearing plates between clips and insulation board, 15/32-inch thick plywood may be used to cover the entire deck. 7. "MDP" = 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 FBC 1609 for determination of design wind pressures. The MDP for the selected assembly shall meet or exceed the design wind pressure requirements for the project for each pressure zone of the roof. Interpolation between clip -spacing by a qualified design professional is permitted. The maximum listed clip and/or fastener spacing shall not be exceeded. 8. Unless otherwise noted, UC-3 assemblies involve a 180° "Double Lock" seam. 9. For existing decks, fasteners shall be tested in the existing deck for withdrawal resistance in accordance with TAS 105 or ANSI/SPRI FX-1. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Exterior Research and Design, LLC. d/b/a Trinity[ ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 1 of 20 I TRINITY ERD 10. The following outlines the attachment clips referred to in the systems tables below. For clips offered in differing materials; unless otherwise noted in the tables, either material may be utilized. UNA-CLADTM UC-1 Clip Material — G-90 Galvanized or Stainless Steel Thickness — 24 ga.; 0.024-inch — 0.025-inch I-- 1.375 —^-I 0.75 L 1114 111 h I 0025 x 2 0.75 -- 1.50 0.75 I-- 0.563 - 0.563 2.375 0.50 +— 0.3750 0.3750 ; I 2.00 T UNA-CLADTM UC-2 Clip 9' 1- 00.25 x 2 -- -- Material — G-90 Galvanized or Stainless Steel 1.00 Thickness — 24 ga.; 0.024-inch — 0.025-inch ! 1.50 i 0:500 TLO- 751.50 — — — — — UNA-CLAD'M UC-3 Fixed Clip Material — G-90 Galvanized or Stainless Steel Thickness — Galvanized — 24 ga.; 0.024-inch — 0.025-inch Stainless — 26 ga.; 0.018-inch Exterior Research and Design, LLC. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 0.5( 0.5( 0.4, zoo -- I 00.19 1 3 plcs. 1.06 Evaluation Report F10060.05.08-R7 for FL13629-R4 Revisi on7: 04/09/2015 Appendix 1, Page 2 of 20 UNA-CLADTM UC-3 Super Clip Material — G-90 Galvanized or 300 Series Stainless Steel Thickness — Galvanized — 22 ga.; 0.031-inch Base 24 ga.; 0.025-inch Tab Stainless — 24 ga.; 0.025-inch Base 26 ga.; 0.018-inch Tab UNA-CLADTM UC-3 Expansion Clip Material — G-90 Galvanized or Stainless Steel Thickness — 28 ga.; 0.016-inch 0.42"1,10.87mm} 1.50' (38.10 nvn) or 1.80` (45.72 mm) 0.31' {7..95 mm) r' 4 0.81' (20.64 mm).........—f f 0.44" (11.1S t mm) r i 0.88" (22.35 mm) ` 0.22" (5.59 mm) Y__`.. j CIA, TYPICALj 3.69 mm) TRINITY4 ERQ 1..50" i,36.10 rnmi or 9_SO f5.?2 rams c--r, i r / 0.63' (75.87 mm) 3.0' 76.2 mm) Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 20 UNA-CLAD" UC-6 Low -Float Clip Material — G-90 Galvanized or 300 Series Stainless Steel Thickness — Galvanized Base —16 ga.; 0.058-inch Galvanized Tab — 22 ga.; 0.031-inch Stainless Tab — 22 ga.; 0.031-inch UNA-CLAD"" UC-7 Clip Material — G-90 Galvanized or Stainless Steel Thickness — 24 ga.; 0.024-inch r_ .....- 4.31" (104.60 mm) r i 0.81" (20.57 mm) 1 i s 2.44" (51.93 mm) 2.0" (50.80 mm) I 0.2.7 (6.86 mm) DIA.-TYP.._-I 0.66" (16.79 mm) •- 0.38 (9.53 mm) 0.44" (11.13 0.1125X2 . r 0.414 r 0.1I88 1 r 0.188 0.25 W X 0.125 H X 0.75 L STIFFENING RIB X 4 0.688 R0.063 I K4 0.188 —I I-- 1.313 --I--- 1.313 ", — i I-- 0.188 00.25 x 2 1.438 1.438 I 1.2E R0.063 X 4 L 130.063 I I 0.75 1.50 I 0.75 - 0.187 l 0.187 150° _ III- 150° 0.825 150, LII 0.50 1 11A 25 —I TRII` ITY ERD Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 20 250 UNA-CLAD'" UC-9 Continuous Clip a Material — G-90 Galvanized or Stainless Steel Thickness — 24 ga.; 0.024-inch i 4875— 1,165 UNA-CLAD'"" UC-14 Clip Material — G-90 Galvanized or 300 Series Stainless Steel Thickness —18 ga.; O.OSO-inch Exterior Research and Design, LLC. d/b/a Trinity (ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 0.31' t7.87 642` i;10 67 mmf - f 1.875' i47.62 i 2 PLACES C.18- 4.57 TRII` ITY ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Revision 7: 04/09/2015 Appendix 1, Page 5 of 20 UNA-CLAD'"" UC-14-HW Continuous Clip Material — G-90 Galvanized Thickness —18 ga.; 0.050-inch 11 34 in 3Q R.06 inside 1.47 -- -1 f RINITY I ERD 10 equaly spaced parts Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F10060.05.08-117 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 6 of 20 TRINITY ERD TABLE 1A: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) 5V-CRIMP System Deck Fire Barrier Underlay Roof Cover MDP (psf) Panel Type Panel Width Clips and/or Fasteners Max. SpacingNo. See Note 1) Min. 19/32-inch plywood at max. 24-inch spans attached with #8 x 2-inch wood screws spaced Optional) 5V-Crimp 9 x IY/-inch HWH wood 24-inch o.c. at overlaps W 1' max. 6-inch o.c. at panel edges and 12-inch o.c. See Note 2 See Note 3 26 ga. steel Max. 22'/:-inch screws and center ribs 52.5 at intermediate supports Min. 19/32-inch plywood at max. 24-inch spans and blocked 48-inch o.c. attached with #8 x I%- Optional) 5V-Crimp 9 x IY/-inch HWH wood 24-inch o.c. at overlaps W-2. inch wood screws or 8d annular ring shank nails See Note 2 See Note 3 26 ga. steel Max. 22Y-inch screws and center ribs 82.25 spaced max. 6-inch o.c. at panel edges and intermediate supports Min. 19/32-inch plywood at max. 24-inch spans and blocked 48-inch o.c. attached with #8 x 1% Optional) SV-Crimp 9 x 1'/:-inch HWH wood 12-inch o.c. at overlaps W-3. inch wood screws or 8d annular ring shank nails See Note 3 Max. 22Y/-inch 189.25 spaced max. 6-inch o.c. at panel edges and See Note 2 26 ga. steel screws and center ribs intermediate supports TABLE 1B: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITH BATTEN COVER System Deck Roof Cover Fire Barrier Underlay MDP (psf) Panel Type Panel Width Clips and/or Fasteners Spacing Batten CoverNo. See Note 1) Min. 19/32-inch plywood at max. 24-inch UC-1 spans attached with #8 x 1-7/8-inch wood Optional) 24 ga. steel or Min. 12-inch UC-1 Clip / No. 10-12, No. 2 W-4. screws spaced max. 6-inch o.c. at panel See Note 3 Phillips drive, wafer -head (two 12-inch o.c. UC-1 Batten 52.5 edges and 12-inch o.c. at intermediate See Note 2 min. 0.040-inch Max. 17-inch screws per clip) aluminum supports Min. 19/32-inch plywood at max. 24-inch UC-2 spans attached with #8 x 1-7/8-inch wood Optional) ga. steel or Min. 12-inch UC-2 Clip / No. 10-12, No. 2 W-5. screws spaced max. 6-inch o.c. at panel See Note 3 Phillips drive, wafer -head with 12-inch o.c. UC-2 Batten 52.5 edges and 12-inch o.c. at intermediate See Note 2 mmin. 0.040 inchi Max. 17-inch washer (two screws per clip) aluminum supports Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F10060.05.08-R7 for FL13629-R4 Revision 7: 04/09/2015 Appendix 1, Page 7 of 20 TRINITY ERD TABLE 1C: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP IN See Note 1) Fire Barrier Underlay psf) Panel Type Panel Width Clips and/or Fasteners Spacing UNA-CLAD"UC-3: . UC-3 Min. 7/16-inch APA span rated OSB at max. 24-inch 24 ga., min. 51 UC-3 Super Clip / #10-12 x min. 1.5" W-6' spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 ksi yield steel; Max. 16-inch pancake -head, stainless steel (two 36-inch o.c. 30.0 nails spaced max. 6-inch o.c. at panel edges and See Note 2 min. 1.5-inch screws per clip) intermediate supports high seam Min. 19/32-inch plywood at max. 24-inch spans UC li Expansion Clip / No. 2, No. 2 W 7' attached with #8 x 1-7/8-inch wood screws spaced Optional) See Note 3 UC-3 Min. 12-inch Phillips drive, wafer -head withth washer 12-inch o.c. 52.5 max. 6-inch o.c. at panel edges and 12-inch o.c. at See Note 2 24 ga. steel Max. 20-inch two screws per clip) iintermediate supports Min. 19/32-inch plywood at max. 24-inch spans UC-3 Super Clip / No. 12, 3-%-inch steel W 8' attached with 8d, 2-Y inchring shank nails spaced Optional) See Note 3 UC-3 Max. 20 inch screws (two screws per clip) with 4x4- 24-inch o.c. 52.5 max. 6-inch o.c. at panel edges and at intermediate See Note 2 24 ga. steel inch, 26 gauge steel bearing plates supports UC-3 S/S Expansion Clip / No. 12 wafer Min. 19/32-inch plywood at max. 24-inch spans head steel screws (two screws per clip) W-9' attached with 8d, 2-A-inchring shank nails spaced Optional) See Note 3 UC-3 Max. 20-inch with 4x4-inch, 26 gauge stainless steel 24-inch o.c. 52.5 max. 6-inch o.c. at panel edges and at intermediate See Note 2 24 ga. steel or 20 ga. galvanized steel bearing supports plates Min. 19/32-inch plywood at max. 24-inch spans S/S Expansion Clip / x 1- W-10. attached with 8d, 2-%:-inchring shank nails spaced None See Note 3 UC-3 Max. 16 inch screwsinchlong, Pancake Type A screww s (twoinch 18 inch o.c. 52.5 max. 6-inch o.c. at panel edges and at intermediate 24 ga. steel screws per clip) supports UC-3 Fixed Clip / No. 10 pancake -head Min. 19/32-inch plywood at max. 24-inch spans UC-3 one screw per clip) W-11. attached with 8d x 2%:-inch ring shank nails or #8 x 1- Optional) See Note 3 24 ga. steel Max. 20-inch Or 16-inch o.c. 62.5 7/8-inch wood screws spaced max. 6-inch o.c. atp See Note 2 Single lock UC-3 Super Clip / No. 10 pancake -head panel edges and intermediate supports Seam) steel (two screws per clip) UC-3 Min. 7/16-inch APA span rated OSB at max. 24-inch 24 ga., min. 51 UC-3 Super Clip / #10-12 x min. 1.5" W-12. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 ksi yield steel; Max. 16-inch pancake -head, stainless steel (two 30-inch o.c. 67.5 nails spaced max. 6-inch o.c. at panel edges and See Note 2 rain. 1.5-inch screws per clip) intermediate supports high seam UC-3 Min. 7/16-inch APA span rated OSB at max. 24-inch Z4 ga., min. 51 UC 3 Expansion Clip SS / #10-12 x min. W-13. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 ksi yield steel; Max. 16-inch 1.5" pancake -head, stainless steel (two 24-inch o.c. 75.0 nails spaced max. 6-inch o.c. at panel edges and See Note 2 min. 1.5-inch screws per clip) intermediate supports high seam Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F10060.05.08-R7 for FL33629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 8 of 20 a. TRINITY. Y ERD TABLE 1C: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Fire Barrier Underlay Panel Type Panel Width Clips and/or Fasteners Spacing psf) Min. 19/32-inch plywood at max. 24-inch spans UC-3 W-14. attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) See Note 3 24 ga. steel Max. 20-inch UC-3 Super Clip / No. 10 pancake -head, 8-inch o.c. 101.0 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 Single Lock stainless steel two screws per clip) P P) panel edges and intermediate supports Seam) Min. 19/32-inch plywood at max. 24-inch spans W-15. attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) See Note 3 UC-3 Max. 20-inch UC-3 Super Clip / No. 10 pancake -head, 12-inch o.c. 129.3 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 24 ga. steel stainless steel (two screws per clip) panel edges and intermediate supports Min. 19/32-inch plywood at max. 24-inch spans UC-3 Continuous Clip (22 ga. x 10 ft W-16. attached with 8d x 2-inch ring shank nails spaced Optional) See Note 3 UC-3 Max. 16 inch long x 0.812-inch wide x 1.625-inch 6-inch o.c. 204.3 max. 4-inch o.c. at panel edges and 6-inch o.c. at See Note 2 24 ga. steel high) / No.12 pancake -head steel intermediate supports screws UC-3 Min. 7/16-inch APA span rated OSB at max. 24-inch Min. 0.032-inch UC-3 Expansion Clip SS / #10-12 x min. W 17. spans attached with 0.113 x 2-3/8-inch ring shankwith Optional) See Note 3 aluminum; min. Max. 16-inch 1.5" pancake -head, stainless steel (two 24-inch o.c. 45.0 nails spaced max. o.c. at panel edges and See Note 2 1.5 inch high screws per clip) intermediate supports seam Min. 19/32-inch plywood at max. 24-inch spans UC-3 UC-3 Expansion Clip / No. 10-12, No. 2 W-18. attached with #8 x 1-7/8-inch wood screws spaced Optional) See Note 3 Min. inch Min. 12-inch Phillips drive, wafer -head with washer 12-inch o.c. 52.5 max. 6-inch o.c. at panel edges and 12-inch o.c. at See Note 2 aluminumaluminum Max. 20-inch two screws per clip) intermediate supports UC-3 Min. 7/16-inch APA span rated OSB at max. 24-inch Min. 0.032-inch UC-3 Super Clip / #10-12 x min. 1.5" W_19, spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 aluminum; min. Max. 16-inch pancake -head, stainless steel (two 24-inch o.c. 52.5 nails spaced max. 6-inch o.c. at panel edges and See Note 2 1.5 inch high screws per clip) intermediate supports sea m UC-3 Min. 7/16-inch APA span rated OSB at max. 24-inch Min. 0.032-inch, UC-3 Expansion Clip SS / #10-12 x min. VV_20, spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 min. 25 ksi Max. 16-inch 1.5" pancake -head, stainless steel (two 18-inch o.c. 75.0 nails spaced max. 6-inch o.c. at panel edges and See Note 2 aluminum; min. screws per clip) intermediate supports 1.5-inch high seam UC-3 Min. 7/16-inch APA span rated OSB at max. 24-inch Min. 0.032-inch, UC-3 Expansion Clip SS / #10-12 x min. W-21. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 min. 22 ksi 16-inch pancake -head, stainless steel (two 12-inch o.c. 75.0 nails spaced max. 6-inch o.c. at panel edges and See Note 2 aluminum; min. Max. screwssscrews per clip) intermediate supports 1.5-inch high seam Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 9 of 20 TRINITY ERD TABLE 1C: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Fire Barrier Underlay psf) Panel Type Panel Width Clips and/or Fasteners Spacing UC-3 Fixed Clip / No. 10 pancake -head, Min. 19/32-inch plywood at max. 24-inch spans UC-3 stainless steel (one screw per clip) W-22. attached with 8d x 2%:-inch ring shank nails or #8 x 1- Optional) See Note 3 Min. 0.032-inch Max. 24-inch Or 18-inch o.c. 110.5 inch wood screws spaced max. 6-inch o.c. at See Note 2 aluminum UC-3 Super Clip / No. 10 pancake -head, panel edges and intermediate supportspan stainless steel (two screws per clip) Min. 19/32-inch plywood at max. 24-inch spans UC-3 W-23. attached with 8d x 2Y:-inch ring shank nails or #8 x 1- Optional) See Note 3 Min. 0.032-inch Max. 24-inch UC-3 Super Clip / No. 10 pancake -head, 12-inch o.c. 129.5 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 stainless steel (two screws per clip) panel edges and intermediate supports aluminum Min. 19/32-inch plywood at max. 24-inch spans See Note 3 attached with 8d x 2Y:-inch ring shank nails or #8 x 1- Optional) Followed by UC-3 UC-3 Super Clip / No. 10 x IY/-inch, W-24. 7/8-inch wood screws spaced max. 6-inch o.c. at Firestone Min. 0.027-inch Max. 16-inch pancake -head stainless steel (two 12-inch o.c. 52.5 panel edges and 12-inch o.c. at intermediate See Note 2 approved RHEINZINK screws per clip) supports ventilation mat See Note 3 Min. 19/32-inch plywood at max. 24-inch spans Followed by UC-3 W-25. attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) optional Min. 0.027-inch Max. 16-inch UC-3 Super Clip / No. 10 pancake -head 12-inch o.c. 116.0 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 Firestone stainless steel (two screws per clip) panel edges and intermediate supports approved RHEINZINK ventilation mat Min. 19/32-inch plywood at max. 24-inch spans UC-3 UC-3 Super Clip / No. 10 x IX -inch, W-26. attached with ring shank nails or wood screws Optional) See Note 3 Min. 0.027-inch Max. 16-inch pancake -head stainless steel (two 12-inch o.c. 123.5 spaced max. 6-inch o.c. at panel edges and See Note 2 RHEINZINK screws per clip) intermediate supports Min. 19/32-inch plywood at max. 24-inch spans UC-3 UC-3 Expansion Clip / No. 10 pancake - W-27, attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) See Note 3 Min. 16 oz Max. 16-inch head, stainless steel (two screws per 12-inch o.c. 76.75 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 copper clip) panel edges and intermediate supports UNA=CLADr UC 4. • ' . 10-12 x min. 1.5" pancake -head, Min. 7/16-inch APA span rated OSB at max. 24-inch UC-4 stainless steel with nylon washer. Two W-28. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 24 ga., min. 50 Max. 18-inch fasteners at each location driven 30-inch o.c. 45.0 nails spaced max. 6-inch o.c. at panel edges and See Note 2 ksi yield steel through adjacent guide holes in intermediate supports mounting flange. Min. 19/32-inch plywood at max. 24-inch spans No. 10-12, No. 2 Phillips drive, wafer - W-29' attached with #8 x 1-7/8-inch wood screws spaced Optional) See Note 3 UC-4 Max. 17% inch head with washer. Two fasteners at 18-inch o.c. 52.5 max. 6-inch o.c. at panel edges and 12-inch o.c. at See Note 2 24 ga. steel each location driven through adjacent intermediate supports guide holes in mounting flange Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F10060.05.08-R7 for FL13629-R4 Revision 7: 04/09/ 2015 Appendix 1, Page 10 of 20 J. ' ......1-' I TRINITY ERD TABLE 1C: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Fire Barrier Underlay Roof Cover MDP Panel Type Panel Width Clips and/or Fasteners SpacingNo. See Note 1) psf) Min. 19/32-inch plywood at max. 24-inch spans attached with 8d x 2Y:-inch ring shank nails spaced No. 10-12, No. 2 Phillips drive, wafer - max. 6-inch o.c. at panel edges at intermediate Optional) UC-4 head with washer. Two fasteners at W-30. supports or Min. 7/16-inch PS-2 rated OSB at max. See Note 2 See Note 3 26 ga. steel Max. 9%-inch each location driven through adjacent 12-inch o.c. 52.5 24-inch spans attached with #8 x 2%:-inch long coarse guide holes in mounting flange thread screws spaced max. 12-inch o.c. at panel edges at intermediate supports 10-12 x min. 1.5" pancake -head, Min. 7/16-inch APA span rated OSB at max. 24-inch UC-4 stainless steel with nylon washer. Two W-31. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 24 ga., min. 50 Max. 18-inch fasteners at each location driven 24-inch o.c. 75.0 nails spaced max. inch o.c. at panel edges and See Note 2 ksi yield steel through adjacent guide holes in intermediate supports mounting flange. 10-12 x min. 1.5" pancake -head, Min. 7/16-inch APA span rated OSB at max. 24-inch UC-4 stainless steel with nylon washer. Two W 32 spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 24 ga., min. 50 Max. 18-inch fasteners at each location driven 18-inch o.c. 90.0 nails spaced max. inch o.c. at panel edges and See Note 2 ksi yield steel through adjacent guide holes in intermediate supports mounting flange. Min. 19/32-inch plywood at max. 24-inch spans No. 12 wafer -head with washer. One W-33. attached with 8d x 2Y2-inch ring shank nails or #8 x 1- Optional) See Note 3 UC-4 Max. 17%-inch fastener at each location driven 12-inch o.c. 92.5 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 24 ga. steel through guide holes in mounting flange panel edges and intermediate supports 10-12 x min. 1.5" pancake -head, Min. 7/16-inch APA span rated OSB at max. 24-inch UC-4 stainless steel with nylon washer. Two W-34. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 Min. 0.032-inch Max. 18-inch fasteners at each location driven 24-inch o.c. 45.0 nails spaced max. inch o.c. at panel edges and See Note 2 aluminum through adjacent guide holes in intermediate supports mounting flange. 10-12 x min. 1.5" pancake -head, Min. 7/16-inch APA span rated O56 at max. 24-inch UC-4 stainless steel with nylon washer. Two W-35. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 Min. 0.032-inch Max. 18-inch fasteners at each location driven 12-inch o.c. 52.5 nails spaced max. 6-inch o.c. at panel edges and See Note 2 aluminum through adjacent guide holes in intermediate supports mounting flange. Min. 19/32-inch plywood at max. 24-inch spans UC-4 No. 10-12, No. 2 Phillips drive, wafer - W-36. attached with #8 x 1-7/8-inch wood screws spaced Optional) See Note 3 Min. 0.040-inch Max. 17°/<-inch head with washer. Two fasteners at 18 inch o.c. 52.5 max. 6-inch o.c. at panel edges and 12-inch o.c. at See Note 2 each location driven through adjacent intermediate supports I aluminum guide holes in mounting flange Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 20 TRIM i 1 ERD TABLE 1C: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Fire Barrier Underlay Psf) Panel Type Panel Width Clips and/or Fasteners Spacing Min. 19/32-inch plywood at max. 24-inch spans attached with 8d x 2Y inch ring shank nails spaced No. 10-12, No. 2 Phillips drive, wafer - max. 6-inch o.c. at panel edges at intermediate Optional) UC-4 head with washer. Two fasteners at W-37. supports or Min. 7/16-inch PS-2 rated OSB at max. See Note 2 See Note 3 Min. 0.032-inch Max. 9%-inch each location driven through adjacent 12-inch o.c. 52.5 24-inch spans attached with #8 x 2%:-inch long coarse aluminum guide holes in mounting flange thread screws spaced max. 12-inch o.c. at panel edges at intermediate supports 10-12 x min. 1.5" pancake -head, Min. 7/16-inch APA span rated OSB at max. 24-inch UC-4 stainless steel with nylon washer. Two W-38. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 Min. 0.032-inch Max. 18-inch fasteners at each location driven 18-inch o.c. 67.5 nails spaced max. inch o.c. at panel edges and See Note 2 aluminum through adjacent guide holes in intermediate supports mounting flange. Min. 19/32-inch plywood at max. 24-inch spans UC-4 No. 10, 1-inch long steel screw with W 39' attached with 8d x 2A-inch ring shank nails spaced Optional) See Note 3 Min. 0.032-inch Max. 9'/<-inch plastic washer. One fastener at each 12-inch o.c. 113.5 max. 6-inch o.c. at panel edges and 6-inch o.c. at See Note 2 location driven through guide holes in intermediate supports aluminum mounting flange Min. 23/32-inch plywood at max. 24-inch spans UC-4 No. 10-12, No. 2 Phillips drive, wafer - W-40. attached with #8 x 1-7/8-inch wood screws spaced Optional) See Note 3 Min. 16 oz Min. 12-inch head with washer. One fastener at 9 inch o.c. 52.5 max. 6-inch o.c. at panel edges and 12-inch o.c. at See Note 2 Max. 14-inch each location driven through guide intermediate supports copper holes in mounting flange UNA-CLAD•" UC 6 Min. 7/16-inch APA span rated OSB at max. 24-inch UC-6 UC-6 Low Float Clip / #10-12 x min. W-41. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 24 ga., min. 51 Max. 18-inch 1.5" pancake -head, stainless steel (two 30-inch o.c. 41.6 nails spaced max. 6-inch o.c. at panel edges and See Note 2 ksi yield steel screws per clip) intermediate supports Min. 19/32-inch plywood at max. 24-inch spans UC-6 Low Float Clip (with coated steel W-42. attached with #8 x 2%-inch wood screws spaced max. Optional) See Note 3 UC-6 or UC-6 HD Max. 18-inch tab) / No. 12 hex -washer, pancake 36-inch o.c. 52.5 6-inch o.c. at panel edges and 12-inch o.c. at See Note 2 Min. 24 ga. steel head plated screws (two screws per intermediate supports clip). Min. 7/16-inch APA span rated OSB at max. 24-inch UC-6 UC-6 Low Float Clip / #10-12 x min. W-43. spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 24 ga., min. 51 Max. 18-inch 1.5" pancake -head, stainless steel (two 24-inch o.c. 60.0 nails spaced max. 6-inch o.c. at panel edges and See Note 2 ksi yield steel screws per clip) intermediate supports Min. 7/16-inch APA span rated OSB at max. 24-inch UC-6 UC-6 Low Float Clip / #10-12 x min. W spans attached with 0.113 x 2-3/8-inch ring shank Optional) See Note 3 Min. 0.032-inch Max. 18-inch pancake head, stainless steel (two 30 inch o.c. 45.0 nails spaced max. 6-inch o.c. at panel edges and See Note 2 aluminum screws screws per clip) intermediate supports Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 20 TRINITY ERD TABLE 1C: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Fire Barrier Underlay psf) Panel Type Panel Width Clips and/or Fasteners Spacing Min. 7/16-inch APA span rated OSB at max. 24-inch spans attached with 0.113 x 2-3/8-inch ring shank Optional) UC-6 UC-6 Low Float Clip / #10-12 x min. W-45. nails spaced max. 6-inch o.c. at panel edges and See Note 2 See Note 3 Min. 0.032-inch Max. 18-inch 1.5" pancake -head, stainless steel (two 24-inch o.c. 52.5 intermediate supports aluminum screws per clip) Min. 19/32-inch plywood at max. 24-inch spans UC-6 or UC-6 HD UC-6 Low Float Clip (with coated steel attached with #8 x 2%-inch wood screws spaced max. Optional) tab) / No. 12 hex -washer, pancake W-46. 6-inch o.c. at panel edges and 12-inch o.c. at See Note 2 See Note 3 Min. 0.032-inch Max. 18 inch head plated screws (two screws per 30-inch o.c. 52.5 intermediate supports aluminum clip) UNA-CLAD`" UC-7: Min. 19/32-inch plywood at max. 24-inch spans UC-7 Clip (coated steel) / No. 12 hex- W-47. attached with #8 x 2A-inch wood screws spaced max. Optional) See Note 3 UC-7 Max. 12-inch washer, pancake head plated screws 12-inch o.c. 52.5 6-inch o.c. at panel edges and 6-inch o.c. at See Note 2 Min. 24 ga. steel two screws per clip). intermediate supports UNA-CLAD'" UC-9: Min. 19/32-inch plywood at max. 24-inch spans UC-9 Continuous Clip / No. 10 wafer - attached with 8d x 2Y/-inch ring shank nails or #8 x 1- Optional) UC-9 head with washer. One fastener at W-48. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 See Note 3 24 ga. steel Max. 21-inch each location driven through guide 16-inch o.c. 93.0 panel edges and intermediate supports holes clip flange. U NA-CLAD—LI C-11. Min. 19/32-inch plywood at max. 24-inch spans No. 10 wafer -head with washer. One attached with 8d x 2Y-inch ring shank nails or #8 x 1- Optional) UC-11 W-49. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 See Note 3 24 ga. steel Max. 21-inch fastener at each location driven F16-,nch o.c. 75.0 panel edges and intermediate supports through male end. UNA-CLADTM UC=14: Min. 7/16-inch APA span rated OSB at max. 24-inch UC-14 UC-14 Clip / #10-12 x min. 1.5" spans attached with 0.113 x 2-3/8-inch ring shank Optional) W-50. nails spaced max. 6-inch o.c. at panel edges and See Note 2 See Note 3 24 ga., min. 53 Max. 18-inch pancake -head, stainless steel (two 18-inch o.c. 52.5 intermediate supports ksi yield steel screws per clip) Min. 19/32-inch plywood at max. 24-inch spans attached with 8d x 2Yi-inch ring shank nails or #8 x 1- Optional) UC-14 UC-14 Clip / No. 10-12, No. 2 Phillips W-51. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 3 Max. 18-inch drive, pancake head screws (two 36-inch o.c. 52.5 panel edges and 12-inch o.c. at intermediate See Note 2 24 ga. steel screws per clip). supports Min. 23/32-inch plywood at max. 24-inch spans attached with 8d x 2A-inch ring shank nails or #8 x 1- Optional) UC-14 UC-14 Clip / No. 10-12, No. 2 Phillips W-52. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 3 Max. 18-inch drive, pancake head screws (two 48-inch o.c. 52.5 panel edges and 12-inch o.c. at intermediate See Note 2 24 ga. steel screws per clip). supports Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F10060.05.08-R7 for FL13629-R4 Revision 7: 04/09/2015 Appendix 1, Page 13 of 20 TRINITY. ERD TABLE 1C: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Fire Barrier Underlay psf) Panel Type Panel Width Clips and/or Fasteners Spacing Min. 7/16-inch APA span rated OSB at max. 24-inch spans attached with 0.113 x 2-3/8-inch ring shank Optional) UC-14 UC-14 Clip / #10-12 x min. 1.5" W-53. nails spaced max. 6-inch o.c. at panel edges and See Note 2 See Note 3 24 ga., min. 46 Max. 18-inch pancake -head, stainless steel (two 24-inch o.c. 67.5 intermediate supports ksi yield steel screws per clip) Min. 19/32-inch plywood at max. 24-inch spans UC-14 Clip / No. 10, No. 1 Phillips attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) UC-14 W-54. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 See Note 3 24 ga. steel Max. 16-inch drive, bugle head screws (two screws 12-inch o.c. 86.0 panel edges and 6-inch o.c. at intermediate supports per clip). Min. 19/32-inch plywood at max. 24-inch spans UC-14 UC-14 Clip (galvanized) / No. 10-12, No. W-55. attached with 8d x 2%:-inch ring shank nails spaced Optional) See Note 3 24 ga., min. 57 Max. 18-inch 2 Phillips drive, pancake head screws 16-inch o.c. 91.7 max. 6-inch o.c. at panel edges and intermediate See Note 2 ksi yield steel two screws per clip). supports Min. 19/32-inch plywood at max. 24-inch spans attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) UC-14 UC-14 Clip / No. 10-12, No. 1 Phillips W-56. 7/8-inch wood screws spaced max. 6-inch o:c. at See Note 2 See Note 3 24 ga. steel Max. 16-inch drive, bugle head screws (two screws 6-inch o.c. 99.5 panel edges and 6-inch o.c. at intermediate supports per clip). Min. 19/32-inch plywood at max. 24-inch spans UC-14 Continuous Clips / No. 10- Continuous, attached with 8d x 2%:-inch ring shank nails spaced Optional) 0.25-inch W-57. max. 6-inch o.c. at panel edges and intermediate See Note 2 See Note 3 24 ga., min. 57 Max. 18-inch 12, No 22 Phillips drive, pancake head between clip - 144.2 supports ksi yield steel wsscrewsscrews (20 screws per clip) ends Min. 7/16-inch APA span rated OSB at max. 24-inch spans attached with 0.113 x 2-3/8-inch ring shank Optional) UC-14 UC-14 Clip / #10-12 x min. 1.5" W-58. nails spaced max. 6-inch o.c. at panel edges and See Note 2 See Note 3 Min. 0.032-inch Max. 18-inch pancake -head, stainless steel (two 18-inch o.c. 52.5 intermediate supports aluminum screws per clip) Min. 19/32-inch plywood at max. 24-inch spans attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) UC-14 UC-14 Clip / No. 10-12, No. 1 Phillips W-59. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 3 Min. 0.032-inch Max. 16-inch drive, bugle head screws (two screws 18-inch o.c. 52.5 panel edges and 12-inch o.c. at intermediate See Note 2 aluminum per clip). supports Min. 19/32-inch plywood at max. 24-inch spans UC-14 UC-14 Clip / No. 10-12, No. 1 Phillips attached with 8d x 2Y inch ring shank nails or #8 x 1- Optional) W-60. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 See Note 3 Min. 0.032-inch Max. 16-inch drive, bugle head screws (two screws 12-inch o.c. 74.0 panel edges and 6-inch o.c. at intermediate supports aluminum per clip). Min. 19/32-inch plywood at max. 24-inch spans UC-14 UC-14 Clip / No. 10-12, No. 1 Phillips attached with 8d x 2%-inch ring shank nails or #8 x 1- Optional) W-61. 7/8-inch wood screws spaced max. 6-inch o.c. at See Note 2 See Note 3 Min. 0.032-inch Max. 16-inch drive, bugle head screws (two screws 6-inch o.c. 86.0 panel edges and 6-inch o.c. at intermediate supports aluminum per clip). - Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision 7: 04/09/ 2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 14 of 20 TRINITY ERD TABLE 2A: STEEL DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITH BATTEN COVER Roof Cover System Deck Insulation Fire Barrier Underlay sMDP1P f) Batten No. See Note 1) panel Type Panel Width Bearing Plate Clips and/or Fasteners Spacing Cover Min. 22 ga., min. 1%:-inch Optional if using deep, Grade 33 steel at fire barrier) Min. 1- UC-1 Clip / No. max. 24-inch spans inch, max. 4-inch Optional) 24 ga. steel or Min. 12-inch Min. 20 ga., 3 3 Phillips drive, truss -head, 3 Phi drive, truss- 12-inch UC-1 S-1. attached with No. 12-14 thick, min. 1.8 pcf See Note 2 See Note 3 min. 0.040- Max. 17-inch x 4-inch steel point (two screws per O.C. Batten 52.5 x 1-inch self -drilling, self- density rigid inch lCiClip) tapping screws spaced insulation board; aluminum max. 6-inch o.c. See Note 2 Min. 22 ga., min. 1%-inch Optional if using deep, Grade 33 steel at fire barrier) Min. 1- UC-2 UC-2 Clip / No. 12-13, No. max. 24-inch spans inch, max. 4-inch Optional) 24 ga. steel or Min. 12-inch Min. 20 ga., 3 3 Phillips drive, truss -head, 12-inch UC-2 S-2. attached with No. 12-14 thick, min. 1.8 pcf See Note 2 See Note 3 min. 0.040- Max. 17-inch x 4 inch steel point with washer (two O.C. Batten 52.5 x 1-inch self -drilling, self- density rigid inch csrscrews per clip) tapping screws spaced insulation board; aluminum max. 6-inch o.c. See Note 2 TABLE 2B: STEEL DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Insulation Fire Barrier Underlay Roof Cover MDP Panel Type Panel Width Bearing Plate T Clips and/or Fasteners SpacingNo. See Note 1) psf) UNA- CLAD' "' U,C-3. Min. 22 ga., min. 1A-inch Optional if using fire deep, Grade 33 steel at barrier) Min. 1-inch, UC-3 Expansion Clip / No. 12- max. 24-inch spans attached max. 4-inch thick, Optional) See Note 3 UC-3 Min. 12-inch Min. 20 ga., 3 x 13, No. 3 Phillips drive, truss- 12-inch o.c. 52.5S-3. with No. 12-14 x 1-inch self- min. 1.8 pcf density See Note 2 24 ga. steel Max. 20-inch 4-inch steel head, "S" point (two screws drilling, self -tapping screws rigid insulation per clip) spaced max. 6-inch o.c. board; See Note 2 Optional if using fire Min. 22 ga., min. 1A-inch barrier) Min. 1-inch, deep, Grade 33 steel at max. 4-inch thick, Optional) UC-3 Min. 26 ga., 4 x UC-3 Super Clip / No. 12, S-4. max. 48-inch spans attached See Note 3 Max. 16-inch 4-inch stainless wafer -head (two screws per 12-inch o.c. 52.5 with puddle welds spaced min. 1.8 pcf density See Note 2 24 ga. steel steel clip) rigid insulation max. 12-inch o.c. board; See Note 2 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 15 of 20 a g TRINITY ERD TABLE 2B: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Insulation Fire Barrier Underlay psf) Panel Type Panel Width Bearing Plate Clips and/or Fasteners Spacing Min. 22 ga., min. 1%:-inch Optional if using fire deep, Grade 33 steel at barrier) Min.1-inch, Min. ga., 4 x S-5. max. 48-inch spans attached max. 4-inch thick, Optional) See Note 3 UC-3 Max. 20-inch 4-inch stainlesss UC-3 Super Clip / No. 123-%- 24- inch o.c. 52.5 with puddle welds spaced min. 1.8 pcf density See Note 2 24 ga. steel steel inch (two screws per clip) max. 12-inch O.C. rigid insulation board; See Note 2 Optional if using fire barrier) Min. 1-inch, Min. 22 ga., min. 1%-inch max. 6-inch thick, 4 x 4-inch min. UC-3 S/S Expansion Clip / No. deep, Grade 33 steel at min. 1.8 pcf density Optional) UC-3 S- 6. max. 72-inch spans fastened rigid insulation board See Note 2 See Note 3 24 ga. steel Max. 20 inch ga. wafer head steel screws 24-inch o.c. 52.5 max. 6-inch o.c. or min. Y' -inch el20 ga. galy steel gavsteelt twoscrews per clip) ISOGARD HD; See Note 2 Min. 22 ga., min. 1%-inch Optional if using fire deep, Grade 33 steel at barrier) Min. 1-inch, max. 4-inch thick, Optional) UC-3 Min. 26 ga., 4 x UC-3 Super Clip / No. 12, S- 7. max. 48-inch spans attached pmin18 pcf density See Note 2 See Note 3 24 ga. steel Max. 16- inch 4-inch stainless pancake -head (two screws per 12-inch o.c. 71.0 with puddle welds spaced steel clip) max. 12- inch O.C. rigid insulation board; See Note 2 Min. 22 ga., min. 1%-inch Optional if using fire deep, Grade 33 steel at barrier) Min. 1-inch UC-3 UC-3 Fixed Clip (galvanized) / max. 60-inch spans attached thick, min. 2 pcf Optional) min. 1. 5-inch No. 12, pancake -head (two S-8. with Tek 3 screws spaced density rigid See Note 2 See Note 3 seam height Max. 20-inch None screws per clip) 16-inch o.c. 71.0 max. 6- inch o.c. Panels insulation board; See 24 ga., min. 52 90 degree seam stitched with Tek 3 screws, Note 2 ksi yield steel 6-inch o.c. Min. 22 ga., min. IA -inch Optional if using fire deep, Grade 33 steel at barrier) Min. 1-inch, max. 4- inch thick, Optional) UC-3 Min. 26 ga., 4 x UC-3 Super Clip / No. 12, S-9. max. 48-inch spans attached min. 1. 8 pcf density See Note 2 See Note 3 24 gasteel Max. 16-inch 4-inch stainless pancake -head (two screws per 6-inch o.c. 101.0 with puddle welds spaced rigid insulation steel clip) max. 12-inch O.C. board; See Note 2 Min. 22 ga., min. IY/-inch Optional if using fire deep, Grade 33 steel at barrier) Min. 1-inch UC-3 UC- 3 Fixed Clip (galvanized) / max. 60-inchspansattachedthick, min. 2 pcf Optional) min. 1.5- inch No. 12, pancake - head (two S-10. withTek3screwsspaceddensityrigidSee Note 2 See Note 3 seam height Max. 20-inch None screws per clip) 6-inch o. c. 161.0 max. 6-inch o.c. Panels insulation board; See 24 ga., min. 52 90 degree seam stitched with Tek3screws, Note 2 ksi yield steel 6-inch o. c. Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization # 9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F10060. 05.08-R7 for FL13629-R4 Revision 7: 04/ 09/2015 Appendix 1, Page 16 of 20 t TRINITY ERG TABLE 2B: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Insulation Fire Barrier Underlay psf) Panel Type Panel Width Bearing Plate Clips and/or Fasteners Spacing Min. 22 ga., min. 1%-inch Optional if using fire deep, Grade 33 steel at barrier) Min. 1-inch, UC-3 Expansion Clip / No. 12- max. 24-inch spans attached max. 4-inch thick, Optional) UC-3 Min. 12-inch Min. 20 ga., 3 x 13, No. 3 Phillips drive, truss- 5-11. with No. 12-14 x 1-inch self- min. 1.8 pcf density See Note 2 See Note 3 Min. inch Max. 20-inch 4-inch steel head, "S" point (two screws 12-inch o.c. 52.5 drilling, self -tapping screws rigid insulation aluminumaluminum per clip) spaced max. 6-inch o.c. board; See Note 2 Min. 22 ga., min 1A-inch Min. 3-inch thick ISO Min. Y' -inch Dens deep, Grade 33 steel at 95+ GL attached #12 Deck attached #12 max. 60-inch spans attached UC-3 UC-3 Super Clip / No. 12, S-12, with one Y.-inch x IY-inch screws and 3-inch screws and 3-inch See Note 3 Min. 0.040-inch Max. 12-inch None pancake -head (three screws 18-inch o.c. 134.0 TEK screw at each valley (6- diameter plates at 15 diameter plates at aluminum per clip) inch o.c.). Side laps parts per 4 x 8 ft 15 parts per 4 x 8 fastened 12-inch o.c. board ft board Min. 22 ga., min 1A-inch Min. 3-inch thick ISO Min. %-inch Dens deep, Grade 33 steel at 95+ GL attached #12 Deck attached #12 max. 60-inch spans attached screws and 3-inch screws and 3-inch UC-3 UC-3 Super Clip / No. 12, S-13. with two A -inch x 1Y inch diameter plates at 24 diameter plates at See Note 3 Min. 0.040-inch Max. 12-inch None pancake -head (three screws 12-inch o.c. 150.0 TEK screws at each valley (6- Parts per 4 x 8 ft parts per 4 x 8 aluminum per clip) inch o.c.). Side laps fastened board ftft board 12-inch o.c. Optional if using fire See Note 3 Min. 22 ga., min. 1%-inch barrier) Min. 1-inch, Followed deep, Grade 33 steel at max. 4-inch thick, Optional) by UC-3 Min. 26 ga., 4 x UC-3 Super Clip / No. 12 wafer - 5-14. max. 48-inch spans attached min. 1.8 pcf density See Note 2 Firestone Min. 0.027-inch Max. 16-inch 4-inch stainless head stainless steel (two 12-inch o.c. 52.5 with puddle welds spaced rigid insulation approved RHEINZINK steel screws per clip) max. 12-inch o.c. board; See Note 2 ventilation mat Optional if using fire See Note 3 Min. 22 ga. Type B, Grade barrier) Min. 1-inch, Followed 33 steel at max. 48-inch max. 4-inch thick, Optional) by optional UC-3 Min. 26 ga., 4 x UC-3 Super Clip / No. 12 wafer- S-15. spans attached with puddle min. Firestone Min. 0.027-inch Max. 16-inch 4-inch stainless 12-inch o.c. 86.0 welds s aced max. 12-inch iinsulation approved RHEINZINK steel O.C. board; See Note 2 ventilation mat Min. 22 ga., min. 1Y2-inch See Note 3 deep, Grade 33 steel at Min. 1-inch thick Followed UC-3 Min. 26 ga., 4 x UC-3 Super Clip / No. 12, 5-16. max. 48-inch spans attached rigid foam plastic Optional) by Colbond Min. 0.027-inch Max. 16-inch 4-inch stainless Pancake -head stainless steel 12-inch o.c. 93.5 with puddle welds spaced fastened per See Note 2 Enkamat RHEINZINK steel or %:-inch two screws per clip) manufacturer 7010 vapor plywood max. 12-inch o.c. barrier Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 17 of 20 i s' TRINITY ERD TABLE 2B: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Insulation Fire Barrier Underlay Psf) Panel Type Panel Width Bearing Plate Clips and/or Fasteners Spacing Min. 22 ga. Type N, min. 3- Min. 5/8-inch Min. 5/8-inch inch deep, Grade 33 steel at mineral board mineral board, UC-3 Min. 26 ga., 4 x UC-3 Expansion Clip / No. 12 5-17. max. 10 ft spans attached followed by two attached #14 See Note 3 Min. 16 oz Max. 20 inch stench stainless pancake -head steel (two 8-inch o.c. 84.2 with #12-24 x 1%-inch HWH layers min. 1'/:-inch screws and 3-inch copper steel screws per clip) grade 5 screws spaced max. ASTM C1289 diameter plates at 6-inch o.c. polyisosyanurate 1.5 ft2 per fastener UNA-CLAD UG-4 . _.- . Min. 22 ga., min. 1'/=-inch Optional if using fire No. 12-15, No, 3 Phillips drive, deep, Grade 33 steel at barrier) Min. 1-inch, truss -head, "S" point with S-18. max. 24-inch spans attached max. 4-inch thick, Optional) See Note 3 UC-4 Max. 17%- Min. 26 ga., 3 x washer. Two fasteners at each 18-inch o.c. 52.5 with No. 12-14 x 1-inch self- min. 1.8 pcf density See Note 2 24 ga. steel inch 3-inch steel location driven through drilling, self -tapping screws rigid insulation adjacent guide holes in spaced max. 6-inch o.c. board; See Note 2 mounting flange Min. 22 ga., min. 1%:-inch Optional if using fire No. 12-15, No. 3 Phillips drive, deep, Grade 33 steel at barrier) Min. 1-inch, truss -head, "S" point with max. 24-inch spans attached max. 4-inch thick, Optional) UC-4 Max. 17%- Min. 20 ga., 3 x washer. Two fasteners at each 5-19. with No. 12-14 x 1-inch self- min. 1.8 pcf density See Note 2 See Note 3 24 ga. steel inch 4-inch steel location driven through 12-inch o.c. 52.5 drilling, self -tapping screws rigid insulation adjacent guide holes in spaced max. 6-inch o.c. board; See Note 2 mounting flange Min. 22 ga., min. 1'/:-inch Optional if using fire No. 12-15, No. 3 Phillips drive, deep, Grade 33 steel at barrier) Min. 1-inch, UC-4 truss -head, "S" point with S-20. max. 24-inch spans attached max. 4-inch thick, Optional) See Note 3 Min. inch Max. 17%- Min. 20 ga., 3 x washer. Two fasteners at each 12-inch o.c. 52.5 with No. 12-14 x 1-inch self- min. 1.8 pcf density See Note 2 inch 4-inch steel location driven through drilling, self -tapping screws rigid insulation aluminum aluminum adjacent guide holes in spaced max. 6-inch o.c. board; See Note 2 mounting flange UNA-GLAD l" 0t=6. Optional if using fire Min. 22 ga., min. 1Y2-inch barrier) Min. 1-inch, UC-6 or UC-6 UC-6 Low Float Clip (with deep, Grade 33 steel. Span min. 1.8 pcf density Optional) HD Min. 26 ga., 4 x coated steel tab) / No. 14 self - S-21. and attachment to meet rigid insulation board See Note 2 See Note 3 Min. 24 ga. Max. 18-inch 4-inch steel drilling, self -tapping, hex- 30-inch o.c. 52.5 design pressure or min. %-inch washer, pancake head plated requirements. ISOGARD HD; See steel screws (two screws per clip). Note 2 Optional fire barrier (see Note 2) followed Min. 22 ga., min. 1Y2-inch by min. 1-inch thick UL Classified foam 6 or UC-6 UC-6 Low Float Clip (with deep, Grade 33 steel. Span plastic insulation followed by min. 15/32- HD coated steel tab) / No. 10-10 x S-22. and attachment to meet inch thick APA rated plywood or min. 7/16- See Note 3 Max. 18-inch None 1-inch, A -point, No. 2 Phillips 24-inch o.c. 52.5 design pressure inch thick PS-2 OSB attached with HD Min. 24 ga. steel drive, pancake head screws requirements Hailgard Fasteners at 24 parts per 4 x 8 ft two screws per clip). board; See Note 2 Exterior Research and Design, LLC. d/b/a Trinity l ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 18 of 20 EtaTRINI`f"Y . TABLE 2B: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Insulation Fire Barrier Underlay Roof Cover MDP psf) No. See Note 1) Panel Type Panel Width Bearing Plate Clips and/or Fasteners Spacing Optional fire barrier (see Note 2) followed Min. 22 ga., min. 1%-inch by min. 1-inch thick UL Classified foam UC-6 or UC-6 UC-6 Low Float Clip (with deep, Grade 33 steel. Span plastic insulation followed by min. 15/32- HD coated steel tab) / No. 10-10 x 5-23. and attachment to meet inch thick APA rated plywood or min. 7/16- See Note 3 Max. 18-inch None 1-inch, A -point, No. 2 Phillips 24-inch o.c. 52.5 design pressure inch thick PS-2 OSB attached with HD Min. inch drive, pancake head screws requirements Hailgard Fasteners at 24 parts per 4 x 8 ft aluminum aluminum two screws per clip). board; See Note 2 UNA-CLAD"" UG14: Optional if using fire Min. 22 ga., min. 1Y/-inch barrier) Min. 1-inch, UC-14 Clip / No. 14 No. 3 deep, Grade 33 steel. Span max. 4-inch thick, Optional) UC-14 Min. 24 ga., 4% Phillips drive, truss head, self- S 24. and attachment to meet min. 1.8 pcf density See Note 2 See Note 3 24 ga. steel Max. 18-inch x 6-inch steel drilling screws (two screws per 18 inch o.c. 52.5 design pressure rigid insulation clip). requirements. board; See Note 2 Min. 22 ga., min. 1%-inch Optional if using fire Optional) 4 x UC-14 Clip (coated steel) / No. 5-25. deep, Grade 33 steel at barrier) Max. 4-inch Optional) See Note 3 UC-14 Max. 18-inch 4-inch min. 26 12 self -drilling screws (two 18-inch o.c. 52.5 max. 72-inch spans fastened thick, rigid insulation See Note 2 24 ga. steel ga. S/S or 20 ga. screws per clip). max. 6-inch o.c. board; See Note 2 galy steel Min. Y' -inch Loadmaster Mineral Board or Optional) Min. 1- Dens Deck with Min. 22 ga., min. 1%-inch inch, max. 4-inch taped joints UC-14 Clip / No. 14 No. 3 deep, Grade 33 steel. Span thick, min. 1 pcf attached No UC-14 Phillips drive, truss head, self- 5-26. and attachment to meet density rigid 0.140-inch dia. See Note 3 24 ga. steel Max. 18-inch None drilling screws (two screws per 48-inch o.c. 52.5 design pressure insulation board; See Phillips, trumpet clip). requirements. Note 2 or bugle head screws with 3 x 3- inch steel plates at 21 parts per 4 x 8 ft board Min. 22 ga., min. 1%-inch Optional) Min. 1- inch, max. 4-inch UC-14 Clip / No. 14 No. 3 deep, Grade 33 steel. Span thick, min. 2 pcf Optional) UC-14 Min. 16 ga., 4% Phillips drive, truss head, self- 5-27. and attachment to meet density rigid See Note 2 See Note 3 24 ga. steel Max. 18 inch x 6-inch steel drilling screws (two screws per 48 inch o.c. 52.5 design pressure insulation board; See clip). requirements. Note 2 Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 19 of 20 i 3 TIITYtERD TABLE 2B: STEEL DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover MDP No. See Note 1) Insulation Fire Barrier Underlay psf) panel Type Panel Width Bearing Plate Clips and/or Fasteners Spacing Min. 29 ga., min. 9/16-inch UC-14 Clip / No. 14 No. 3 deep, Grade 80 steel atop Optional) Min. 1- Phillips drive, truss head, self - min. 16 ga, Grade 50 steel inch, max. 4-inch thick, min. 2 pcf Optional) UC-14 Min. 24 ga., 3- drilling screws (two screws per S-28. purlins at max. 48-inch See Note 3 Max. 18-inch 7/8 x 5-inch clip). 48-inch o.c. 52.5 spans. Attachment to meet density rigid See Note 2 24 ga. steel steel Clips located atop and design pressure insulation board; See fasteners engage structural requirements. Note 2 supports (purlins) Optional fire barrier (see Note 2) followed Min. 22 ga., min. IY/-inch by min. 1-inch, max. 3%-inch thick, min. 2 deep, Grade 33 steel at pcf density UL Classified polyisocyanurate UC-14 Clip / No. 10-12, A- max. 6 ft spans attached composite with factory laminated min. UC-14 point, No. 2 Phillips drive, 5 29. with No.12-14 x 1-inch self- 7/16-inch thick APA rated OSB attached See Note 3 24 ga. steel Max. 18-inch None pancake head screws (two 36-inch o.c. 52.5 drilling, self -tapping screws No. 11-13 truss head screws with 2-inch screws per clip). spaced max. 6-inch o.c. diameter, 22 ga. steel plates at 15 parts per 4 x 8 ft board; See Note 2 Optional if using fire Min. 22 ga., min. 1%:-inch barrier) Max. 4-inch UC-14 Optional) 4 x S-30. deep, Grade 33 steel at thick, rigid insulation Optional) See Note 3 Min. 0.032-inch Max. 18-inch 4-inch min. 26 UC-14 Clip / No. 12 self -drilling 18-inch o.c. 52.5max. 72-inch spans fastened board See Note 2 aluminum ga. S/S or 20 ga. screws (two screws per clip). max. 6-inch o.c. galy steel See Note 2 Optional fire barrier (see Note 2) followed Min. 22 ga., min. 1'/:-inch by min. 1-inch, max. 3Y:-inch thick, min. 2 deep, Grade 33 steel at pcf density UL Classified poly-isocyanurate UC-14 UC-14 Clip / No. 10-12, A- S 31. max. 6 ft spans attached composite with factory laminated min. See Note 3 Min. 0.032-inch Max. 16-inch None point, No. 2 Phillips drive, 18-inch o.c. 52.5 with No. 12-14 x 1-inch self- 7/16-inch thick APA rated OSB attached pancake head screws (two drilling, self -tapping screws No. 11-13 truss head screws with 2-inch aluminum screws per clip). spaced max. 6-inch o.c. diameter, 22 ga. steel plates at 15 parts per 4 x 8 ft board; See Note 2 TABLE 3A: CEMENTITIOUS WOOD FIBER DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) STANDING SEAM WITHOUT BATTEN COVER System Deck Roof Cover No. See Note 1) Insulation Fire Barrier Underlay MDP (psf) Panel Type Panel Width Bearing Plate Clips and/or Fasteners Spacing Min. 5-inch thick Tectum III or Tectum E at max. 24-inch spans attached UC-14 Clip / No. 10-12, A - CWF-1. with No. 14 x 6-inch x min. 5/8-inch dia head self -drilling, self -tapping See Note 3 UC-14 Max. 18-inch None point, No. 2 Phillips drive, 36-inch o.c. 52.5 screws spaced max. 12-inch o.c. at each joist. Note: Truss Tee and 24 ga. steel pancake head screws (two Tectum Grout required if panels not tongue -and -groove. I I I I I screws per clip). Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F10060.05.08-R7 for FL13629-R4 Certificate of Authorization #9503 Revision 7: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 20 of 20 Florida Building Code Online Page 1 of 4 BCIS Home Log In !, User Registration Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map ` Links Search Busines '0 Public FPZ}ro!f$ess(i}rialOUSER:9 Product Approval Menu > Product or Application Search > Application List > Application Detail r FL # FL14218-R5 Application Type Revision Code Version 2014 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 FE- YKK AP America 1229 Hwy 441 Bypass Dublin, GA 31021 678)838-6000 Ext6066 davidoliver@ykk-api.com David Oliver davidoliver@ykk-api.com Chris Moody 332 Firetower Rd Dublin, GA 31021 478)277-2549 chrismoody@ykk-api.com Greg Hultquist 332 Firetower Road Dublin, GA 31021 478)277-2515 greghultquist@ykk-api.com Panel Walls Storefronts Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Shawn G. Collins, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14218 R5 COI FL14218 - YHS 50 FI FS TU - Buiidino Drops-CI.pdf Referenced Standard and Year (of Standard) Standard AAMA 501 ASTM E283 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2005 2004 1994 1994 1994 httDS://www.floridabuildinL.orL/nr/nr atin dtl.asnx?naram=wGEVXOwtDouDEJErtOSCe... 5/24/2016 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL # Model, Number or Name 14218.1 YHS 50 FI Florida Licensed Professional Engineer or Architect FL14218 RS EQuy AAMA 501 Eouivalencv SS 2015-07-02.odf Method 1 Option D 02/ 19/2016 02/ 19/2016 02/ 29/2016 04/ 12/2016 04/ 20/2016 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. Description Aluminum Storefront for Insulating Glass - Inside Glazed Installation Instructions FL14218 R5 II FL14218.1 - YHS 50 FI (IG-HVHZ) - DWG. Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R5 AE FL14218.1 - YHS 50 FI (IG-HVHZ) - PER. Ddf FL14218 R5 AE YHS 50 FI, 50 FS, 50 TU - Gasket Letter. Ddf Created by Independent Third Party: Yes 14218. 2 YHS 50 FI Aluminum Storefront for Insulating Glass - Inside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218 R5 II FL14218.2 - YHS 50 FI (IG-WZ3) - DWG. Ddf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: This Approval is for Large and Small Missile Impact Evaluation Reports Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218.2 - YHS 50 FI (IG-WZ3) - drawings with 1/4" tempered glass on the exterior. See PER.udf included drawings for design pressure tables. FL14218 R5 AE YHS 50 FI 50 FS 50 TU - Gasket Letter. odf Created by Independent Third Party: Yes 14218. 3 YHS 50 FI Aluminum Storefront for Insulating Glass - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218 RS II FL14218.3 - YHS 50 FI (OG-HVHZ) - DWG. Ddf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: This Approval is for Large and Small Missile Impact Evaluation Reports Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218.3 - YHS 50 FI (OG-HVHZ) - PER. Ddf drawingswith1/4" tempered glass on the exterior. See included drawings for design pressure tables. FL14218 R5 AE YHS 50 FI, 50 FS, 50 TU - Gasket Letter. odf Created by Independent Third Party: Yes 14218. 4 YHS 50 FI Aluminum Storefront for Insulating Glass - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218 R5 II FL14218.4 - YHS 50 FI (OG-WZ3) - DWG. Ddf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: This Approval is for Large and Small Missile Impact Evaluation Reports Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218.4 - YHS 50 FI (OG-WZ3) - PER. Ddf drawingswith1/4" tempered glass on the exterior. See included drawings for design pressure tables. FL14218 R5 AE YHS 50 FI 50 FS 50 TU - Gasket Letter. odF Created by Independent Third Party: Yes 14218. 5 1 YHS 50 FS Limits of Use Approved for use in HVHZ: Yes Aluminum Storefront for Monolithic Glass - Outside Glazed Installation Instructions FL14218 R5 II FL14218.7 - YHS 50 FS (OG-HVHZ) - httDs:// www.floridabuildine.orL,/nr/nr ann dtl.asnx?naram=wGEVXOwtDouDEJErtOSCe... 5/24/2016 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: This Approval is for Large and Small Missile Impact Resistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. See included drawings for design pressure tables. DWG.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14218 R5 AE FL14218 - YHS 50 FI FS TU - PER Gasket).odf FL14218 R5 AE FL14218.7 - YHS 50 FS (OG-HVHZ) - PER.Ddf Created by Independent Third Party: Yes 14218.6 YHS 50 FS Aluminum Storefront for Monolithic Glass - Outside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218 R5 II FL14218.8 - YHS 50 FS (OG-WZ3) - DWG.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: This Approval is for Large and Small Missile Impact Evaluation Reports Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218 - YHS 50 FI FS TU - PER Gasketl.odfdrawingswith1/4" tempered glass on the exterior. See included drawings for design pressure tables. FL14218 R5 AE FL14218.8 - YHS 50 FS (OG-WZ3) - PER.odf Created by Independent Third Party: Yes 14218.7 YHS 50 FS Aluminum Storefront for Monolithic Glass - Inside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218 R5 II FL14218.5 - YHS 50 FS (IG-HVHZ) - DWG.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: This Approval is for Large and Small Missile Impact Evaluation Reports Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218.5 - YHS 50 FS (IG-HVHZ) - PER.odfdrawingswith1/4" tempered glass on the exterior. See included drawings for design pressure tables. FL14218 R5 AE YHS 50 FI. 50 FS, 50 TU - Gasket Letter. odf Created by Independent Third Party: Yes 14218.8 YHS 50 FS Aluminum Storefront for Monolithic Glass - Inside Glazed Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218 R5 II FL14218.6 - YHS 50 FS (IG-WZ3) - DWG.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: This Approval is for Large and Small Missile Impact Evaluation Reports Resistance. Small missile impact glazing is identified on the FL14218 R5 AE FL14218.6 - YHS 50 FS (IG-WZ3) - PER.Ddfdrawingswith1/4" tempered glass on the exterior. See included drawings for design pressure tables. FL14218 R5 AE YHS 50 FI 50 FS 50 TU - Gasket Letter.odf Created by Independent Third Party: Yes 14218.9 YHS 50 TU Thermally Broken Aluminum Storefront Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14218 R5 II FL14218.9 - YHS 50 TU (HVHZ) - DWG.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FL14218 R5 AE FL14218 - YHS 50 FI FS TU - PER Gasket).DdfResistance. Small missile impact glazing is identified on the drawings with 1/4" tempered glass on the exterior. Use Azon FL14218 R5 AE FL14218.9 - YHS 50 TU (HVHZ) - PER.Ddf Created by Independent Third Party: YesPolyurethaneforthermalbrakematerial. See included drawings for design pressure tables. 14218.10 YHS 50 TU Thermally Broken Aluminum Storefront Limits of Use Installation Instructions Approved for use in HVHZ: No FL14218 R5 II FL14218.10 - YHS 50 TU (WZ3) - DWG.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Approval is for Large and Small Missile Impact FL14218 R5 AE FL14218 - YHS 50 FI FS TU - PER Resistance. Small missile impact glazing is identified on the (Gasket).Ddf drawings with 1/4" tempered glass on the exterior. Use Azon FL14218 R5 AE FL14218.10 - YHS 50 TU (WZ3) - PER.Ddf Polyurethane for thermal brake material. See included Created by Independent Third Party: Yes drawings for design pressure tables. F..,:'kj Next httDs://www.floridabuildinL.orZ/nr/nr ann dtl.asnx?naram=wGEVXOwtDauDEJErtOSCe... 5/24/2016 Florida Building Code Online Page 4 of 4 The State of Florida is an AA/EEO employer. Cooyrioht 2007-2013 State of Florida.:: Privacy Statement :: A sibility S[ tement :: 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: m 11.9-10-0 e re k ,+,s ccuritxn!'ririrs MM httns_// www-flori,dahuiIding.,org/.nr/nr ann dtl.asnx?naram=wGEVXOwtDauDEJErtOSCe... 5/24/2016 YKK AP AMERICA INC. SERIES YHS 50 FI STOREFRONT OUTSIDE GLAZED - HVHZ IMPACT RATED INSTALLATION NOTES: 1. SEE SHEET 14 & 15 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENTS, AND MINIMUM EDGE DISTANCES. ALL ANCHOR REQUIREMENTS MUST BE ADHERED TO. ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL 2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITEDTO STUCCO, FOAM, BRICK VENEER, AND SIDING. GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION (2014) FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 AAMA 501-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD 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 OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE CORROSION RESISTANT COATING. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. 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 BY THE ANCHOR MANUFACTURER. 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- CMU UNIT STRENGTH CONFORMS TO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 GA. WALL THICKNESS. E. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 GA. WALL THICKNESS WITH 2X WOOD BACKING. F. ALUMINUM -MINIMUM I/81NCH THICK 6063-TS ALUMINUM. 4. 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, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SEE SHEETS 3,4 & 5 FOR LMI AND SMI GLASS TYPES. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-TS 7. ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEETS 3,4 & 5 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 SMI GLAZING DETAILS 4 LMI GLAZING DETAILS 5 LMI GLAZING DETAILS 6 LIGHT MULLION TABLES 7 HEAVY MULLION TABLES 8 EXPANSION MULLION TABLES 9 SMI HEAVY MULLION TABLES 10 TYPE A & B ANCHOR TABLES 11 TYPE C & D ANCHOR TABLES 12 DOOR MULLION TABLE 13 DOOR MULLION TABLES (1) 14 VERTICAL SECTIONS & ANCHOR DESCRIPTIONS 15 VERTICAL SECTIONS & ANCHOR DESCRIPTIONS (1) 16 HORIZONTAL SECTIONS 17 COMPONENTS & BILL OF MATERIALS 18 COMPONENTS INSTRUCTIONS FOR USE: 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 2. SEE CHARTS ON SHEETS 3,4 & 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 6, 7, 8, & 9 FOR STORE FRONT MULUON AND SHEETS 12 & 13 FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 4. USING CHART ON SHEET 10 & 11 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. S. THE LOWEST VALUE RESULTING FROM STEP 2,3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. Digitally signed by Hermes F Norero, P.E. Reason:I am approving this document Date: 2016.02.19 00:5906 -05'00' Quality YKK AP AMERICA 1229 HMN 441 BYPASS DUBLIN' 6EO46M "0" PH: (478) 277-1955 FX: (676) 838-6001 n V) Z Yny v# SZ w V) m LuU)'x T in Z0 l9 m w m Q K 0Zm JI Z n i n a f- Lu 43 ca a of a 0, LL J aa ~ j .fir OTO C Z= S V Z13: V V) W6 #: YKK159 MEET, 1 OF 9 $ MAX. DLO SEE SFjEETs 3, 4 d 5 issues YKK AP AMERICA 1229 HWY 01 BYPASS OUBLIN, GEOR61A 31021 r PH: (t78) 277-1955 FX+ (67B) 83B-6Wl I f m m MAX. I / / V) # S HEIGHT MAX I / FRAME/ F H SEE SHEETS SEE 4 // 0 5 O V u 6,7,8,9, / of x 12d13 >a p<x w= U1 Um < V) W m H H mI \ g ZH 1 w m mQ a MAX. MULLION SPACING, a SEE SHEETS ELEVATION 6, 7, 8, 9, 12 d 13 SEE SEPARATE DOOR APPROVAL FOR DOOR RATING ` o TYPICAL YHS 50 FI STOREFRONT d DETAILS. In LOWER DESIGN PRESSURE FROM STOREFRONT OR Z DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. 12° 12° ZHo 3" 3" 3" 3" L 3" — 3" .. H N F— 3" 3" i v W MAX. r I 0 a FROM J CORNERS* ANCHORS, TYPE A, B, C OR D ZSEETABLEI / SEE SHEETS 10 d 11 FOR QUANTITIES 0BELOW* I / / / AND SHEETS 14 A 15 FOR DESCRIPTION ``0 ANCHORS, TYPE A. B, C OR D SEE SHEETS 10 d 11 FOR QUANTITIES I AND SHEETS 14 A 15 FOR DESCRIPTION NOTE: JAMB ANCHORS ARE ONLY REQUIRED L — — — — — .6 Z .0 z Q H WHEN USING "HEAVY" JAMB CONFIGURATIONS, — — — = a 3 D = x Z e SEE SHEET 17 FOR JAMB DETAILS — — 193 V TYPICAL ANCHOR LAYOUT FORDOOR ADJACENT 3" 3"134" 1" 3" 3" DWG#: REQUIREMENTSEE Y K K 15 9 SHEETS 12 6 13 SHEET: 2 QF 18 SHE A D E 14 14 14 F I J 15 15 15 84" MAX. D.L.O. ABOVE HORIZONTAL M O Q 16 16 16 L P DLO 16 16 S JAMB ANCHOR SPACING* ANCHOR TYPE MAX. SPACING MAX. DP A ORB 18.75" 65 PSF CORD 13" A ORB 13.5" 90 PSF CORD 9.375" GLASS LOAD CAPACITY (PSF) GLASS LOAD CAPACITY (PSF) DAYLIGHT OPENING (IN) GLASS TYPESI ORI DAYLIGHT OPENING (IN) GLASS TYPES OR DLO WIDTH DLO HEIGHT EXT. (+) INT. (-) OLO WIDTH DLO HEIGHT EXT. (+) INT. (-) 27.5 54.375 70.0 90.0 27.5 90.37570.0 70.0 70.0 90.0 90.033.5 70.0 90.0 33.5 39.5 70.0 70.0 90.0 90.0 39.5 70.0 90.0 45.5 45.5 70.0 90.0 51.5 70.0 90.0 51.5 90.0 57.5 70.0 70.0 90.0 90.0 57.5 70.0 90.0 63.5 69.5 63.5 63A 81.5 70.0 90.0 69.5 57.9 74.5 27.5 60.375 70.0 90.0 27.5 96.375 70.0 90.D 33.5 70.0 90.0 33.5 70.0 90.0 39.5 70.0 90.0 39.5 70.0 90.0 45.5 70.0 90.0 45.5 70.0 90.0 51.5 70.0 90.0 51.5 70.0 90.0 57.5 70.0 90.0 57.5 70.0 90.0 63.5 70.0 90.0 63.5 63A 81.5 69.5 70.0 90.0 66.5 50.5 77.8 27.5 66.375 70.0 90.0 27.5 102.375 70.0 90.0 33.5 70.0 90.0 33.5 70.0 90.0 39.5 70.0 90.0 39.5 70.0 90.0 45.5 70wO 90.0 45.5 70.0 90.0 51.5 70.0 90.0 51.5 70.0 90.0 57.5 63.5 70.0 90.0 57.5 63.5 70.0 90.0 63.4 81.5 63A 81.5 69.5 63.5 81.6 27.5 108.375 70.0 90.0 27.5 72 37570.0 70.0 90.0 33.5 70.0 90.0 33.5 70.0 1 90.0 I 70.0 90.0 39.5 70.0 90.0 70.0 90.0 45.5 90.0 139wS 70.0 70.0 90.0 90.051.5 70.0 70.0 90.0 90.057.5 66.5 85.5 63.5 63.4 81.5 27.5 114.375 70.0 90.0 69.5 57.9 74.5 33.5 70.0 70.0 90.0 90.027.5 78.375 70.0 90.0 39.5 33.5 39.5 70.0 90.0 45.5 70.0 90.0 70.0 90.0 51.5 70.0 90.0 45.5 70.0 90.0 57.5 70.0 90.0 51.5 70.0 90.0 27.5 120.375 70.0 90.0 57.5 00.0 90.0 33.5 70.0 90.0 63.5 63.4 81.5 38.5 MO 90.0 69.5 57.9 74.5 27.5 126.375 70.0 90.0 27.5 84.375 70.0 90.0 33.5 00.0 90.0 33.5 70.0 90.0 36.5 70.0 90.0 39.5 70.0 90.0 27.5 132.375 70.0 90.0 45.5 70.0 90.0 33.5 70.0 90.0 51.5 70.0 90.0 34.5 70.0 90.0 57S 70.0 90.0 27.5 138.375 70.0 90.0 63.5 63.4 81.5 33.5 70.0 90.0 69.5 57.9 1 74.5 GLASS TYPES SMALL MISSILE IMPACT ONLY EXTERIOR 9/16" GLASS BITE DAYLITE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: NOMINAL PANEL WIDTH - 2.500' DAYLITE OPENING HEIGHT: FRAME HEIGHT- 5.625" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND CHAPTER 17 OF THE FBC FOR SIZES OTHER THAN TESTED. 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, 1/2" AIR SPACE, 1/4" HEAT STRENGTHENED GLASS, 0.035" DUPONT SENTRYGLAS, 1/4" HEAT STRENGTHENED GLASS INTERIOR DOW CORNING 995 GLAZING DETAIL I WET GLAZED) 9/1 GLA BI' GLAZING DETAIL J WET GLAZED) D.L.O. D.L.O. WIDTH WIDTH D.L.O. HEIGHT D.L.O. HEIGHT D.L.O. HEIGHT 7 1-5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/4" TEMPERED GLASS, AIR SPACE, HEAT STRENGTHENED GLASS, 0" DUPONT BUTACITE PVB, HEAT STRENGTHENED GLASS IIOR DOW CORNING 995 YKW sp; Iirsvli2 Y" AP AMERICA 1229 HWY 441 BYPASS WOLIN, GEORGIA 31011 PH: (478) 2774955 FX: (678) 838-6001 m m of 3331 Z oo H j M ti0 o dm-2 vI ofa 5 p < v zmWa m N mH w Z a mZ3aw i r J a 1 Fw0 LL t m m 7-) m ZV) LL- 2: vZ V V) DWG #: YKK159 SHEET: 3 OF 18 11 GLASS LOAD CAPACITY (PSF) GLASS LOAD CAPACITY (PSF) DAYLIGHT OPENING (IN ) GLASS TYPES D ORE GLASS TYPE GLASS TYPES G ORH DAYLIGHT OPEN I NG (I N) GLASS TYPES D ORE GLASS TYPE IF GLASS TYPES G ORH DLO WIDTH DLO HEIGHT EXT. INT. -) EXT. ( r) INT. - EXT. (+) INT.-) DLO WIDTH DLO HEIGHT EXT. ( r) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 27. 5 54. 375 50. 0 65.0 fiS.0 27.5 90. 375 50. 0 6S.0 65.0 33. 5 50.0 65.0 65.0 33.5 50.0 65.0 65.0 39. 5 50.0 65.0 55.1 39.5 50.0 65.0 55.1 45. 5 50.0 65.0 47.9 4S.5 50.0 65.0 47.9 51. 5 44.2 65.0 42.3 51.5 44.2 6S.0 57. 5 44.2 65.0 42.3 57.5 65.0 63. 5 69. 5 48. 7 65.0 46.8 63.5 58.9 53. 8 41.8 65.0 45.2 69.5 27. 5 60. 375 50. 0 65.0 65.0 27.5 96. 375 50. 0 65.0 65.0 33. 5 50.0 65.0 fi5.0 33.5 SO.0 65.0 65.0 39. 5 45. 5 50. 0 65.0 55.1 39.1 50.0 65.0 55.1 50. 0 65.0 47.9 45.5 50.0 65.0 47.9 51. 5 44.2 65.0 42.3 51.5 65.0 57. 5 39.6 65.0 37.9 57.5 65.0 63. 5 39.6 65.0 37.9 63.5 58.9 69. 5 43A 65.0 41.5 66.5 56.2 27. 5 66. 375 50. 0 65.0 65.0 27.5 102. 38 50. 0 65.0 65.0 33. 5 50.0 65.0 65.0 33.5 50.0 65.0 65.0 39. 5 45. 5 50. 0 65.0 55.1 39.5 50.0 65.0 55.1 50. 0 65.0 47.9 45.5 50.0 65.0 51. 5 44.2 65.0 42.3 51.5 65.0 57. 5 39.6 65.0 37.9 57.S 65.0 63. 5 35.8 58.9 34.3 63.5 58.9 69. 5 1 35.9 59.0 34.4 27.5 108. 38 50. 0 65.0 65.0 27. 5 72. 375 50. 0 65.0 65.0 33.5 50.0 65.0 65.0 33. 5 50.0 65.0 65.0 39.5 50.0 65.0 55.1 39. 5 50.0 65.0 55.1 45.5 65.0 45. 5 50.0 65.0 47.9 51.5 65.0 51. 5 44.2 65.0 42.3 57.5 65.0 57. 5 39.6 65.0 37.9 60.5 61.8 63. 5 35.8 58.9 34.3 27.5 114. 38 50. 0 65.0 65.0 69. 5 53.8 33.5 50.0 65.0 65.0 27. S 50.0 6S.0 6S.0 39.5 50.0 65.0 55.1 33. 5 50.0 65.0 65.0 45.5 65.0 39. 5 55.1 51.5 65.0 45. 5 47.9 57.5 65.0 51. S 7837542.3 27.5 120. 38 50. 0 65.0 65.0 57. 5 439w665.0 37.9 33.5 50.0 65.0 65.0 63. 5 38.5 50.0 65.0 56.6 69. 5 27.5 126. 38 50. 0 65.0 65.0 27. 5 50.0 65.0 65.0 33.5 50.0 65.0 65.0 33. 5 50.0 65.0 65.0 36.5 50.0 65.0 59.7 39. 5 84. 375 S0. 0 65.0 S5.1 27.5 132. 38 50. 0 65.0 65.0 45. 5 50.0 65.0 47.9 33.5 50.0 65.0 65.0 51. 5 44.2 65.0 42.3 34.5 50.0 65.0 63.1 57. 5 65.0 27.5 138.38 1 50. 0 65.0 1 65.0 63. 5 58.9 33.5 65.0 1 65.0 69. 5 53.8 1 I NOTE: It GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) f AND CHAPTER 17 OF THE FBC FOR 51ZE5 OTHER THAN TESTED. GLASS TYPES LARGE & SMALL MISSILE IMPACT 1- 5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/ 4" TEMPERED GLASS, 1/ 2" AIR SPACE, 1/ 4" HEAT STRENGTHENED GLASS, 0. 090" DUPONT BUTACITE PVB, 1/ 4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR 26) / DOW CORNING 9/ 16" GLA55 BITE GLAZING DETAIL D WET GLAZED) EXTERIOR 9/ 1 GLA BI 1 1 5 1 Ill 1- 5/16" O.A. INSULATED LAMINATED GLASS CONSISTING OF: 1/ 4" TEMPERED GLA55, 1/ 2" AIR SPACE, 1/ 4" HEAT STRENGTHENED GLASS, 0. 090" EASTMAN SAFLEX PVB, 1/ 4" HEAT STRENGTHENED GLASS INTERIOR DOW CORNING 995 GLAZING DETAIL E 1- 5/16" O.A. INSULATED LAMINATED (WET GLAZED) GLA55 CONSISTING OF: 1/ 4" TEMPERED GLA55, 1/ 2" AIR SPACE, 1/ 4" HEAT STRENGTHENED GLASS, 0. 090" DUPONT SENTRYGLAS, 1/ 4" HEAT STRENGTHENED GLASS INTERIOR D. L.O. D.L.O. WIDTH WIDTH GLAZING DETAIL F DRY GLAZED) GLAZING DETAILS CONTINUED ON NEXT PAGE DAYLITE OPENING DIMENSIONS: DAYLITE OPENING WIDTH: NOMINAL PANEL WI0TH-2.5W' DAYLITE OPENING HEIGHT: FRAME HEIGHT- 5.625" D. L.O. HEIGHT D. L.O. HEIGHT D. L.O. HEIGHT Q, Ucil[("y ap. YKK AP AMERWA 1229 HWY 441 BYPASS bUBL rN, 6EORSU 31021 PH:( 478)277-1955 FX:(678) 838-6001 m m m n H 31 Zikvw m Zri0dm 10n Z 0v1L o k1 owv T V) m< 00 N H m 0 Lu , Z H<4 a aL H a Z d m W Q a m T T 1, 1111, co2 - j vt] OF 18 R GLASS TYPES LARGE & SMALL MISSILE IMPACTcl P 111(i} CONTINUED)AM Inspires YI(K AP "I BYPA1229HW1' 441 BYPASS DUBLIN, 6EOR6U 33021 PH::(4478)277-1955 FX:(678)838-6001 F 00 Tm 1-5/16" O.A. INSULATED LAMINATED I-5/16' O.A. INSULATED LAMINATED > v # v 3 GLASS CONSISTING OF: GLA55 CONSISTING OF: < Z a S 1/4" TEMPERED GLASS, 1/4" TEMPERED GLASS, Z w ~ rmn 1/2" AIRSPACE, 1/2" AIR SPACE, Z O w 1/4' HEAT STRENGTHENED GLASS, 1/4" HEAT STRENGTHENED GLASS, w 0.075" EASTMAN VANCEVA, 0.090" DUPONT SENTRYGLAS, 1/4" HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS a I m Z < m m EXTERIOR INTERIOR EXTERIOR INTERIOR i p p Z H z a IJ1 c 26 DOW CORNING 26 DOW CORNING i w m m p a 995 995 1 9/16" 9/16" GLASS GLASS BITE BITE p 23 23 m 9 9Z24 24 GLAZING DETAIL G GLAZING DETAIL H WET GLAZED) (WET GLAZED) O Zp H H v Lu w p O Z LL • y ` \ a. m Z w m Z: _ = Rl Qz p: Q U V) DWG #: YKK159 SHEET: 5 OF 18 F DESIGN LOAD CAPACITY-PSF NOMINAL DIMS. LIGHT JAMB-11 LIGHT MULLION- Ml WIDTH W) FRAME HEIGHT EXT. (+) INT.(-) EXT. (+) INT.(-) 30 72 50.0 50.0 33 60.0 50.0 36 50.0 60.0 39 60.0 50.0 42 50.0 50.0 as so.o so.o as so.o so.o 51 s0.0 60.0 sa so.o so.o s7 so.o so.o 60 50.0 50.0 63 50.0 60.0 66 50.0 60.0 69 60.0 50.0 72 50.0 60.0 30 78 60.0 50.0 33 60.0 50.0 36 50.0 50.0 39 60.0 50.0 42 60.0 50.0 4s so.o so.o 48 60.0 50.0 S1 50.0 60.0 64 50.0 60.0 57 60.0 50.0 60 50.0 60.0 63 60.0 60.0 66 60.0 60.0 30 as 60.0 50.0 33 60.0 So.O 36 50.0 50.0 39 so.o so.o 42 60.0 50.0 as so.o so.o 48 50.0 50.0 sl so.o sa so.o s7so.DED60so.o DESIGN LOAD CAPACITY -PSF NOMINAL DIMS. LIGHT JAMB-J1 LIGHT MULLION- M1 WIDTH W) FRAME HEIGHT EXT. (+) INT.(-) EXT. (+) INT.(-) 30 90 60.0 50.0 33 50.0 50.0 36 60.0 50.0 39 50.0 60.0 42 60.0 60.0 4s so.o so.o 4a so.o so.o Sl 50.0 50.0 sa so.o aa.4 67 60.0 46.9 30 96 50.0 50.0 33 60.0 50.0 36 60.0 50.0 39 50.0 50.0 42 60.0 50.0 45 50.0 60.0 48 50.0 47.9 61 60.0 45.1 54 50.0 42.6 30 102 50.0 60.0 33 60.0 50.0 36 60.0 60.0 39 60.0 50.0 42 60.0 48.5 4S 50.0 46.2 48 60.0 42.4 Sl 60.0 40.7 30 108 50.0 60.0 33 50.0 50.0 36 s0.0 60.0 39 50.0 46.6 42 50.0 43.2 45 60.0 40.3 48 50.0 37.8 MULLION LOAD TABLES YKNO LIGHT CONFIGURATION BPI Quality aalsp1 s Y" AP AMERICA 1229 HWY HI BYPASS DUSLIN-GEORGIA 31021 PH: W( 178)277-1958 FX:(678)838-6001 F yy m 3 m T U FRAME m N02 m a F m J H o O:IL w '" A Luc u F m< uj T m Z H m nZH W J 2 Lu mm wl wz ws WIDTH ( W) = W3(JAMB) p WIDTH ( W) = W2 2 w9 ( MULLION) m N O H^ o v I p H N v wN NLLJ figoLIGHT JAMB - J1 LIGHT MULLION - MI O Z LIGHT CONFIGURATION ` PO . a ate; PRp``` m m Z V) Z Z =2 vZ DWG #: LIGHT SILL LIGHT HEAD Y K K159 SHEET: 6 OF 18 EIGHT FRAME HEIGHT 1 MULLION LOAD TABLES DESIGN LOAD CAPACITY- PSF NOMINAL DIMS. HEAVY MULLION - M2 WIDTH W) FRAME HEIGHT EXT. (+) INT.(-) 72 96 65.0 69 102 65.0 66 108 65.0 63 114 65.0 60 120 65.0 41 126 65.0 39 132 65.0 37 138 65.0 36 144 65.0 NOTE: HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. I -W2 - I - W3--- WIDTH (W) = W2 + W3 ( MULLION) 2 HEAVY CONFIGURATION HEAVY JAMB - J2 HEAVY MULLION - M2 HEAVY JAMB - J3 HEAVY CONFIGURATION 7 HEAVY SILL HEAVY HEAD YKW ePqualityinspires YKK AP AMERUA 1229 HWY "I BYPASS OURLn4, 6EOR6IA 330" PH: (478) 277-1955 FX: (678) 838-6001 lei m m F V) m T z Y o Ci O m N m n 5 06LL h F T W U V) H m Z< m m f w aZ< N ui a FHF2 W FQIwo oml3V)f 1' 1 yZ I 7OF18 i MULLION LOAD TABLES YKK EXPANSION MULLION a p Qua!'rty arr¢rirs YKK Al AAMCA 1229 H WY 441 BYPASS DUBLIN, GEOP41A 31021 PH:(478)277-1957 FX:(678)835-6001 i m YThU # $ Z m ~ J m a O h Lu °L a 2 LL i Owe FRAME T j ' m w HEIGHT = o a ZWJa Z a wF0 d m W a A 1 W m P- J per. a FaC) W2- W3 m Z WIDTH (W) W2 2 W3 ( MULLION) O Z v/ H N w W m Q OZ O H EXPANSION MULLION a H * PR\\\ OTD mZ V) o =2 uZ V NOTE: EXPANSION MULL MAY BE USED DWG #: WITH ANY MULLION CONFIGURATION Y K K15 9SUCHTHATALLOWABLESIZESAND PRESSURES ARE NOT EXCEEDED. SHEET: 8 OF 18 DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. EXPANSION MULLION NOMI NAL DI MS. EXPANSION MULLION NOMINAL DIMS. EXPANSION MULLION WIDTH W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH W) FRAME HEIGHT EXT.(+) INT.(-) WIDTH W) FRAME HEIGHT EXT. INT.(-) 30 72 65.0 30 90 65.0 30 108 65.0 33 66.0 33 66.0 33 66.0 66.03665.0 36 66.0 36 39 66.0 39 66.0 39 61.7 42 66.0 42 65.0 42 67.3 45 65.0 46 65.0 45 53.6 48 66.0 48 66.0 48 60.2 61 65.0 51 66.0 Sl 47.2 54 65.0 64 64.2 64 44.6 57 65.0 57 60.8 57 42.2 60 65.0 60 67.8 60 40.1 63 65.0 63 65.0 63 38.2 66 66.0 66 52.5 66 36.6 69 65.0 69 60.2 30 114 66.0 72 66.0 72 48.1 33 65.0 60.030 78 65.0 30 96 66.0 36 33 66.0 33 65.0 39 55.4 61.43665.0 36 66.0 42 39 66.0 39 66.0 46 48.0 42 65.0 42 65.0 48 45.0 46 66.0 45 66.0 51 42.4 48 65.0 48 63.6 54 40.0 61 66.0 51 59.7 57 37.9 54 65.0 54 66.4 60 36.0 57 66.0 57 53.5 63 34.3 60 65.0 60 60.8 30 120 66.0 63 66.0 63 48.4 33 69.1 66 65.0 66 46.2 36 64.2 69 66.0 69 44.2 39 50.0 46.47264.1 72 42.3 42 30 84 66.0 30 102 65.0 45 43.3 33 66.0 33 66.0 48 40.6 36 65.0 36 65.0 51 38.2 39 65.0 39 66.0 54 36.1 42 45 65.0 42 64.3 57 34.2 66.0 46 60.0 60 32.6 48 66.0 48 56.2 30 126 69.0 SS 66.0 51 62.9 33 63.6 64 66.0 54 50.0 36 49.1 57 66.0 57 47.3 39 45.4 60 65.0 60 46.0 41 43.1 63 63.2 63 42.8 30 132 63.7 66 60.3 66 40.9 33 48.8 69 57.7 69 39.1 36 44 8 72 55.3 39 41.3 30 138 49.1 33 44.7 37 39.8 30 144 46.1 33 41.0 36 37.6 SM I MULLION LOAD TABLES QualityHEAVYCONFIGURATIONFORUSEINclPinspires' nsp s.. SMALL MISSILE IMPACT APPLICATIONS ONLY 1229YKK Al441 BYPAYPA HNN61BYPASSDUBLIIJ, 6EOR6U 33021 PH:( 478)277-1955 FX:(678)838-6001 m y vxkv riZ.< ~> g g u_ O r l0nffo Ovl` V) LU i p W V FRAME T ^ j ' " w m HEIGHT n W m H Z Da LU p Z H zWJ < m Zj a m uj p x IF- W ao F J a m W FNOTE: HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND m THEREFORE DO NOT LIMIT DESIGN PRESSURE. Wl W2 W3 Z O Z W2 + W3 O WIDTH( W) = 2 ( MULLION) H Of w V w p O Z HEAVY JAMB - 74 HEAVY MULLION - M3 HEAVY JAMB - J5 N : , •, j'G, HEAVY CONFIGURATION w n T 111 W ao Z a = S U Z p V DWG #: YKK159 SHEET: 9 OF 18 DESIGN LOAD CAPACITY - PSF NOMINAL DI MS. HEAVY MULLION - M2 WIDTH ( W) FRAME HEIGHT EXT. (+) INT. (-) 72 96 70.0 90.0 69 102 70.0 90.0 66 308 70.0 90.0 63 114 70.0 90.0 67 120 70. 0 90.0 60 70.0 88.7 41 126 70.0 90.0 39 132 70.0 90.0 37 138 70.0 90.0 33 144 70. 0 90.0 36 67.6 86.8 ANCHOR TYPE 'A & B' TABLES YKK BPI Y" AP AMERICA 229 HW Y 441 BYPASS DUSLIN, GEORGIA 31021 PH:(478)M4955 FX:(678)838fim1 m m M ANCHORS TYPES: SEE SHEETS 15 616 FOR DESCRIPTION j u # F- F I- j $ A2 = (2) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION u' 0 o n m A3 = (3) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION 0 0 = ll A4 = (4) ANCHORS TYPE 'A' AT JAMB OR EACH SIDE OF MULLION N m < a < i 82 = (2) ANCHORS TYPE ' B' AT JAMB OR EACH SIDE OF MULLION r j u1 m w m 83 = (3) ANCHORS TYPE ' B' AT JAMB OR EACH SIDE OF MULLION < m HZ4 H m i w o oZH W J Z _ ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION d m uj c F H W m F a m e Ott ttt < a II I I : 44. i i m IIIIL- 1. 1.5" 1.5" 1.5' 3" 3" 1.5 1.5" Q A282 A_B3 A4 'H^ O v / H N v Lu W FRAME p HEIGHT Z a Q vA iti WIDTH (W) = Wl (JAMB) m m Z J V) WIDTH (W) = W2 P W3 ( MULLION) Q 3 v= u Z DWG #: YKK159 SHEET: 10 OF 1 d ANCHOR LOAD CAPACITY -PSF ANCHOR LOAD CAPACITY -PSF ANCHOR LOAD CAPACITY EXT. (al & 1 NT. (-) EXT. (+) & I NT. (-) PSF EXT. (+) & 1 NT. (-) NOMINAL DI MS. ANCHORS TYPE 'A' ANCHORS TYPE'B' NOMINAL DI MS. ANCHORS TYPE 'A ANCHORS TYPE'B' NOMINAL DI MS. ANCHORSTYPED ANCHORS TYPE'B' WIDTH WI FRAME HEIGHT A2 A3 B2 B3 WIDTH WI FRAME HEIGHT A2 A3 A4 B2 83 WIDTH WI FRAME HEIGHT A2 A3 A4 B2 B3 30.0 72.0 90.0 90.0 90.0 90.0 30.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 108.0 90.0 90.0 90.0 90.0 90.0 33.0 36.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 39.0 42.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 90.0 90.0 42.0 87.9 90.0 90.0 90.0 90.0 45.0 48.0 90.0 90.0 90.0 90.0 45.0 90.0 90.0 90.0 90.0 90.0 45.0 82.1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 48.0 90.0 90.0 90.0 90.0 90.0 48.0 76.9 90.0 90.0 87.7 90.0 51.0 64.090.0 90.0 90.0 90.0 90.0 61.0 86.9 90.0 90.0 90.0 90.0 51.0 72.4 90.0 90.0 82.6 90.0 90.0 90.0 64.0 82.1 90.0 90.0 90.0 90.0 54.0 68.4 90.0 90.0 77.9 90.0 57.0 60.0 90.0 90.0 90.0 90.0 57.0 77.8 90.0 90.0 88.6 90.0 67.0 64.8 90.0 90.0 73.8 90.0 90.0 90.0 90.0 90.0 60.0 73.9 90.0 90.0 84.2 90.0 60.0 61.6 90.0 90.0 70.2 90.0 63.0 66.D 87.9 90.0 90.0 90.0 63.0 70.3 90.0 90.0 80.2 90.0 63.0 58.6 87.9 90.0 66.8 90.0 83.9 90.0 90.0 90.0 66.0 67.2 90.0 90.0 76.6 90.0 66.0 66.0 83.9 90.0 63.8 90.0 69.0 72.0 80.3 90.0 90.0 90.0 69.0 64.2 90.0 90.0 73.2 90.0 30.0 114.0 90.0 90.0 90.0 9D.0 90.0 76.9 90.0 87.7 90.0 72.0 61.6 90.0 90.0 70.2 90.0 33.0 90.0 90.0 90.0 90.0 90.0 30.0 33.0 78.0 90.0 90.0 90.0 90.0 30.0 96.0 90.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 39.0 89.7 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 42.0 83.3 90.0 90.0 90.0 90.0 39.0 42.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 45.0 77.8 90.0 90.0 88.6 90.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 90.0 90.0 48.0 72.9 90.0 90.0 83.1 90.0 45.0 48.0 90.0 90.0 90.0 90.0 45.0 90.0 90.0 90.0 90.0 90.0 51.0 68.6 90.0 90.0 78.2 90.0 90.0 90.0 90.0 90.0 48.0 86.6 90.0 90.0 90.0 90.0 54.0 64.8 90.0 90.0 73.8 90.0 51.0 54.0 90.0 90.0 90.0 90.0 51.0 81.5 90.0 90.0 90.0 90.0 57.0 61.4 90.0 90.0 70.0 90.0 90.0 90.0 90.0 90.0 54.0 76.9 90.0 90.0 87.7 90.0 60.0 58.3 87.5 90.0 66.5 90.0 57.0 60.0 89.7 90.0 90.0 90.0 67.0 72.9 90.0 90.0 83.1 90.0 63.0 56.6 83.3 90.0 63.3 90.0 85.2 90.0 90.0 90.0 60.0 69.2 90.0 90.0 78.9 90.0 30.0 120.0 90.0 90.0 90.0 90.0 90.0 63.0 66.0 81.2 90.0 90.0 90.D 63.0 66.0 90.0 90.0 75.2 90.0 33.0 90.0 90.0 90.0 90.0 90.0 77.5 90.0 88.3 90.0 66.0 63.0 90.0 90.0 71.7 90.0 36.0 90.0 90.0 90.0 90.0 90.0 69.0 72.0 74.1 90.0 84.6 90.0 69.0 60.2 90.0 90.0 68.6 90.0 39.0 85.2 90.0 90.0 90.0 90.0 71.0 90.0 80.9 90.0 72.0 57.7 86.6 90.0 65.8 90.0 42.0 79.1 90.0 90.0 90.0 90.0 30.0 33.0 84.0 90.0 90.0 90.0 90.0 30.0 loz.o 90.0 90.0 90.0 90.0 90.0 45.0 73.9 90.0 90.0 84.2 90.0 90.0 90.0 90.0 90.0 33.0 90.0 90.0 90.0 90.0 90.0 48.0 69.2 90.0 90.0 78.9 90.0 36.0 39.0 90.0 90.0 90.0 90.0 36.0 90.0 90.0 90.0 90.0 90.0 61.0 65.2 90.0 90.0 74.3 90.0 90.0 90.0 90.0 90.0 39.0 90.0 90.0 90.0 90.0 90.0 64.0 61.6 90.0 90.0 70.2 90.0 42.0 46.0 90.0 90.0 90.0 90.0 42.0 90.0 90.0 90.0 90.0 90.0 57.0 58.3 87.5 90.0 66.5 90.D 90.0 90.0 90.0 90.0 45.0 86.9 90.0 90.0 90.0 90.0 60.0 55.4 83.1 90.0 63.1 90.0 48.0 51.0 90.0 90.D 90.D 90.0 48.0 81.5 90.0 90.0 90.0 90.0 30.0 126 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 51.0 76.7 90.0 90.0 87.4 90.0 33.0 90.0 90.0 90.0 90.0 90.0 54.0 57.0 87.9 90.0 90.0 90.0 64.0 72.4 90.0 90.0 82.5 90.0 36.0 87.9 90.0 90.0 90.0 90.0 83.3 90.0 90.0 90.0 57.0 68.6 90.0 90.0 78.2 90.0 39.0 81.2 90.0 90.0 90.0 90.0 60.0 63.0 79.1 90.0 90.0 90.0 60.0 65.2 90.0 90.0 74.3 90.0 41.0 77.2 90.0 90.0 88.0 90.0 76.4 90.0 85.9 90.0 63.0 62.1 90.0 90.0 70.7 90.0 30.0 132 90.0 90.0 90.0 90.0 90.0 66.D 69.0 71.9 90.0 82.0 90.D 66.0 59.3 88.9 90.0 67.5 90.0 33.0 90.0 90.0 90.0 90.0 90.0 68.8 90.0 78.4 90.0 69.0 56.7 85.0 90.0 64.6 90.0 36.0 83.9 90.0 90.0 90.0 90.0 72.0 66.0 90.0 76.2 90.0 39.0 77.5 90.0 90.0 88.3 90.0 30.0 33.0 138 90.0 90.0 90.0 90.0 90.0 87.6 90.0 90.0 90.0 90.0 37.0 78.1 90.0 90.0 89.0 90.0 30.0 33.0 144 90.0 90.0 90.0 90.0 90.0 83.9 90.0 90.0 90.0 90.0 36.0 76.9 90.0 90.0 87.7 90.0 ANCHOR TYPE T & W TABLES ANCHORS TYPES: SEE SHEETS 15 616 FOR DESCRIPTION cl p inspims4` C2 = (2) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION YKK AP AMERICA C3 = (3) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION 1229 HWY 441 BYPASS DUSLIN, GEOR6IA 31021 C4 = (4) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION PH: (478) 277-1955 FX: (678) 838fim1 C5 = (5) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION m D2 = (2) ANCHORS TYPE ' D' AT JAMB OR EACH SIDE OF MULLION ^ ^' D3 = (3) ANCHORS TYPE 'D' AT JAMB OR EACH SIDE OF MULLION > m v D4 = (4) ANCHORS TYPE ' D' AT JAMB OR EACH SIDE OF MULLION D5 = (5) ANCHORS TYPE ' D' AT JAMB OR EACH SIDE OF MULLION Z 0 m $ a ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION o w Z aL LL LL U) C < a m < e Tco z < mTF- m w L) p Z < L.Z a W1 H < - < Q4 .4 i- w m LUm 10 O. 3.3 3.- -3 < a m 3" 3" 3" 3" 1.5" 1.5" I.T. 1.5' 1.5" 1.5" o C2_D2 C3_D3 C4 D4 T v / m O Z 3" 3' H O 3" 3" 3" 3` 3' 3" > c 1.5" 1.5 w v) C5_D5 a Z FRAME `\` 0..L... j i HEIGHT ' w F -W3--i--W2---W3-1 ao CO i `o Z JZYLLQ ) WIDTH(W) = WI(JAMB) a a _ Z WIDTH (W) = W2 - W3 ( MULLION) DW ji:KK159 SHEET: 11 OF 18 ANCHOR LOAD CAPACITY -PSF ANCHOR LOAD CAPACITY -PSF ANCHOR LOAD CAPACITY - EXT. (+) & I NT. (-) EXT. (+) & I NT. (-) PSF EXT. (+) & I NT. (-) NOMINAL DIMS. ANCHORS NPE'C ANCHORS TYPED' NOMINAL DIMS. ANCHORSTYPE ANCHORS TYPED' NOMINAL DIMS. ANCHORS TVPE'C' ANCHORS TYPED' WIDTH W) FRAME HEIGHT C3 C4 CS D2 D3 04 WIDTH W) FRAME HEIGHTC2 C3 C4 CS D2 D3 D4 DS WIDTH W) FRAME HEIGHT C2 C3 C4 CS D2 D3 D4 DI 30. 0 72. 0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 90. 0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 308. 0 81. 8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33. 0 36. 0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 89.3 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 74.4 90.0 90.0 90.0 83.9 90.0 90.0 90.0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 81.8 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 68.2 90.0 90.0 90.0 76.9 90.0 90.0 90.0 39. 0 42. 0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 76.5 90.0 90.0 90.0 86.2 90.0 90.0 90.0 39.0 62.9 90.0 90.0 90.0 71.0 90.0 90.0 90.0 87. 7 90.0 90.0 90.0 90.0 90.0 90.0 42.0 70.1 90.0 90.0 90.0 79.1 90.0 90.0 90.0 42.0 58.4 87.7 90.0 90.0 66.0 90.D 90.0 90.0 45. 0 48. 0 81. 8 90.0 90.0 90.0 90.0 90.0 90.0 46.0 66.5 90.0 90.0 90.0 73.9 90.0 90.0 90.0 46.0 54.5 81.8 90.0 90.0 61.6 90.0 90.0 90.0 76. 7 90.0 90.0 90.0 86.6 90.0 90.0 48.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 48.0 61.1 76.7 90.0 90.0 57.7 86.6 90.0 90.0 51. 0 64. 0 72. 2 90.0 90.0 90.0 81.6 90.0 90.0 51.0 57.8 86.6 90.0 90.0 65.2 90.0 90.0 90.0 53.0 48.1 72.2 90.0 90.0 54.3 81.5 90.0 90.0 68. 2 90.0 90.0 90.0 76.9 90.0 90.0 54.0 54.5 81.8 90.0 90.0 61.6 90.0 90.0 90.0 64.0 45.5 68.2 90.0 90.0 51.3 76.9 90.0 90.0 57. 0 60. 0 64. 6 90.0 90.0 90.0 72.9 90.0 90.0 67.0 61.7 77.5 90.0 90.0 58.3 87.5 90.0 90.0 57.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 9D.0 61. 4 90.0 90.0 90.0 69.3 90.0 90.0 60.0 49.1 73.6 90.0 90.0 55.4 83.7 90.0 90.0 60.0 40.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 63. 0 66. 0 58. 4 87.7 90.0 90.0 66.0 90.0 90.0 63.0 46.8 70.1 90.0 90.0 62.8 79.1 90.0 90.0 63.0 39.0 68.4 77.9 90.0 44.0 66.0 87.9 90.0 55. 8 83.7 90.D 90.0 63.0 90.0 90.0 66.0 44.6 66.9 89.3 90.0 50.4 75.6 90.0 90.0 66.0 37.2 66.8 74.4 90.0 42.0 63.0 83.9 90.0 69. 0 72. 0 63. 4 80.0 90.0 90.0 60.2 90.0 90.0 69.0 42.7 64.0 85A 90.0 48.2 72.3 90.0 90.0 30.0 114. 0 77. 5 90.0 90.0 90.0 87.5 90.0 90.0 90.0 51. 1 76.7 90.0 90.0 57.7 86.6 90.0 72.0 40.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 33.0 70.5 90.0 90.0 90.0 J9.5 90.0 90.0 90.0 30. 0 78. 0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 96. 054.1 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 36.0 64.6 90.0 90.0 90.0 72.9 90.0 90.0 90.0 33. 0 36. 0 90. 0 90.0 90.D 90.0 90.0 90.0 90.0 33.0 83.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 39.0 69.6 89.4 90.0 90.0 67.3 90.0 90.0 90.0 90. 0 90.0 90.0 90.0 90.0 90.0 36.0 76.7 90.0 90.0 90.0 86.6 90.0 90.0 90.0 42.0 55.4 83.0 90.0 90.0 62.5 90.0 90.0 90.0 39. 0 42. 0 90. 0 90.0 90.0 90.0 90.0 90.0 39.0 70.8 90.0 90.0 90.0 79.9 90.0 90.0 9D.0 45.0 51.7 77.5 90.0 90.0 58.3 87.6 90.0 90.0 90. 0 90.0 90.0 90.0 90.0 90.0 42.0 66.7 90.0 90.0 90.0 74.2 90.0 90.0 90.0 48.0 48A 72.7 90.0 90.0 54.7 82.0 90.0 90.0 45. 0 46. 0 90. 0 90.0 85.2 90.0 90.0 45.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 51.0 46.6 68.4 90.0 90.0 51.5 77.2 90.0 90.0 90. 0 90.0 79.9 90.0 90.0 48.0 67.5 86.3 90.0 90.0 64.9 90.0 90.0 9D.0 54.0 43.1 64.6 86.1 90.0 48.6 72.9 90.0 90.0 61. 0 54. 0 666. 6 90.0 90.0 75.2 90.0 90.0 51.0 81.2 90.0 90.0 61.1 90.090.090.057.0 40.8 61.2 81.6 90.0 46.0 69.1 90.0 90.0 90. 0 I 90.0 71.0 90.0 90.054076.7 90.0 90.0 67.7 86.6 90.0 90.060038.8 58.1 77.5 90.0 43.7 65.6 87.5 90.0 57. 0 89.4 90.0 67.3 90.0 90.07.0 48.4 72.7 90.0 90.04.7 82.0 90.090.063036.9 56.4 73.8 90.0 41.7 62.6 83.3 90.060.085.0 90.0 63.9 90.0 90.0.046.0 69.0 90.0 90.0 61.9 77.9 90.090.0 30.0 120. 0 73. 6 90.0 90.0 90.0 83.190.090.0 90.0 63. 0 66. 0 8D. 9 90.0 60.9 90.0 90.0 63.0 43.8 65.7 87.7 90.D 49.5 74.2 90.0 90.0 33.0 66.9 90.0 90.0 90.D 75.5 90.0 90.0 90.0 51. 5 77.2 90.0 58.1 87.2 90.0 66.0 41.8 62.8 83.7 90.0 47.2 70.8 90.0 90.0 36.0 61.4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 69. 0 72. 0 49. 3 73.9 90.0 90.0 55.6 83.4 90.0 69.0 40.0 60.0 80.0 90.0 45.2 67.7 90.0 90.0 39.0 56.6 86.0 90.0 90.0 63.9 90.0 90.0 90.0 47. 2 70.8 90.0 90.0 53.3 79.9 90.0 72.0 38.4 57.5 76.7 90.0 43.3 64.9 86.6 90.0 42.0 52.6 78.9 90.0 90.0 59.4 89.0 90.0 90.0 84. 0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 30.0 102. 0 86. 6 90.0 90.0 90.0 90.0 90.0 90.0 90.0 45.0 49.1 46. 0 73. 6 69. 0 90. 0 90. 0 90. 0 90. 0 55. 4 51. 9 83. 1 77. 9 90. 0 90. 0 90. 0 90. 0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 33.0 78.8 90.0 90.0 90.0 88.9 90.0 90.0 90.0 48.0 87. 7 90.0 90.0 90.0 90.0 90.0 90.0 36.0 72.2 90.0 90.0 90.0 81.5 90.0 90.0 90.0 51.0 43.3 65.0 86.6 90.0 48.9 73.3 90.0 90.0 F48.0 80. 9 90.0 90.0 90.0 90.0 90.0 90.0 39.0 66.6 90.0 90.0 90.0 76.2 90.0 90.0 90.0 54.0 40.9 61.4 81.8 90.0 46.2 69.3 90.0 90.0 76. 1 90.0 90.0 90.0 84.8 90.0 90.0 42.0 61.9 90.0 90.0 90.0 69.8 90.0 90.D 90.0 67.0 38.8 58.1 77.6 90.0 43.7 66.6 87.6 90.0 70. 1 90.0 90.0 90.0 79.1 90.0 90.0 45.0 57.8 86.6 90.0 90.0 65.2 90.0 90.0 90.0 60.0 36.8 65.2 73.6 90.0 41.6 62.3 83.1 90.0 65. 7 90.0 90.0 90.0 74.2 90.0 90.0 48.0 54.1 81.2 90.0 90.0 61.1 90.0 90.0 90.0 30.0 126 70. 1 90.0 90.0 90.0 79.1 90.0 90.0 90.0 61. 9 90.0 90.0 90.0 69.8 90.0 90.0 53.0 51.0 76.4 90.0 90.0 57.5 86.3 90.0 90.0 33.0 63.8 90.0 90.0 90.0 72.0 90.0 90.0 90.0 58. 4 87.7 90.0 90.0 66.0 90.0 90.0 64.0 48.1 72.2 90.0 90.0 54.3 81.6 90.0 90.0 36.0 68.4 87.7 90.0 90.0 66.0 90.0 90.0 90.0 55. 4 83.0 90.0 90.0 62.5 90.0 90.07046.6 68.490.090.051.577.2900 90.0 39.0 53.9 80.9 90.0 90.060.990090.090.052.678.990.0 90.0 59.4 89.0 90.00.043.3 65.0 86.6 90.0489 73.3 90.0 90.0410 51.3 77.0 90.0 90.0 57.9 86.9 90.0 90.0 60. 175.190.090.0 56.584.60.063041.361.962.69046.669.890.090.0 30.0 132 66. 9 90.0 90.0 90.0 75.5 90.0 90.0 90.0 4J. 871.790.090.054.0 80.9 9006659.378804.466.78.990.033.0 60.9 90.0 90.0 90.0 68.7 90.0 90.0 90.0 45. 768.6 90.090.0 51.6 77.4 90.0 69.0 76.3 90.042.5 63.885.0 90.0 36.0 65.8 83.7 90.0 90.0 63.0 90.0 90.0 90.0 43. 8 65.7 87.7 90.0 49.5 74.2 90.0 39.0 51.5 77.2 90.0 90.0 58.1 87.2 90.0 90.0 30. 0 33. 0 136 64. 0 90.0 90.0 90.0 72.3 90.0 90.0 90.0 68. 2 87.3 90.0 90.0 65.7 90.0 90.0 90.0 37. 0 91.9 77.9 90.0 90.0 58.6 87.9 90.0 90.0 30. 0 33. 0 144 61. 4 90.0 90.0 90.0 69.3 90.0 90.0 90.0 56. 8 83.7 90.0 90.0 63.0 90.0 90.0 90.0 36. 0 51.1 76.7 90.0 90.0 67.7 86.6 90.0 90.0 11 II DOOR MULLION LOAD CAPACITY (PSF) NOMINALDIMS. WITHOUT STEEL REINF. WITH STEEL REINF. WIDTH W) FRAME HEIGHT EXT. (+) INT.(-) EX7. (+) INT.(-) 24 102 90.0 90.0 30 90.0 90.0 36 90.0 90.0 42 90.0 90.0 48 85.8 90.0 54 76.3 90.0 60 68.7 90.0 24 108 90.0 90.0 30 90.0 90.0 36 90.0 90.0 42 87.5 90.0 48 76.6 90.0 54 68.1 90.0 60 61.3 90.0 24 114 90.0 90.0 30 90.0 90.0 36 90.0 90.0 42 78.5 90.0 48 68.7 90.0 54 60 61.1 55.0 90.0 90.0 24 120 90.0 90.0 30 90.0 90.0 36 82.7 90.0 42 70.9 90.0 48 62.0 90.0 54 SEA 90.0 60 49.6 90.0 24 126 65.0 30 65.0 65.0 42 65.0460364865.0 54 65.0 65.0 24 132 65.0 30 65.0 36 65.0 42 65.0 48 65.0 54 65.0 60 65.0 24 138 65.0 30 65.0 36 65.0 42 65.0 48 65.0 54 65.0 60 65.0 24 144 65.0 30 65.0 36 65.0 42 65.0 48 65.0 54 65.0 60 65.0 DOOR MULLION LOAD & ANCHOR TABLES FR HE Z l ' ANCHOR TYPE TOTAL NO, OF ANCHORS REQUIRED AT DOOR MULLION HEAD AND SI ILL BY DESIGN PRESSURE 90 PSF 80 PSF 70 PSF 60 PSF 50 PSF 40 PSROPSF A 7 7 6 5 48776544C1211SO876D1109765 LME 6HT LFr WIDTH (W) = Wl - W2 SINGLE DOOR ANCHOR TYPE TOTALNO. OF ANCHORS REQUIREDATDOOR MULLION HEAD ANDSILLBYDESIGN PRESSURE 90 PSF 80 PSF 70 PSF 60 PSF 50 PSF 40 PSF 30 PSF A 8 7 7 6 5 4 3 B 7 7 6 5 4 4 3 C 12 11 SO 8 7 6 4 D 11 10 9 7 6 5 4 DOOR MULLION DOOR MULLION WITHOUT STEEL WITH 5TEEL REINFORCEMENT REINFORCEMENT FR HE: FR HE YKK OUTSWING DOORS 1 SEE SEPARATE APPROVAL ME GHTFL I I i Wl' J W2... WIDTH (W)= Wl + W2 YKK OUTSWING DOORS SEE SEPARATE APPROVAL 7: Z GHTGH L-Wl--iL W2--1 i SINGLE DOOR WITH TRANSOM WIDTH (W) = Wl + W2 2 i Quali lyap1RSf1:E't.'S YKK AP AMERICA 1229 HNN 441 BYPASS OUBLIN. GEORGIA 31021 PK(478) 277.1955 FX:(678) 838-6001 w m mM V) M 3 fi i0 Z d m J 1 n me OvLL ccNOf S mLUTOK LUmNHm eS f O Lu H 136iLuQ L < w F- J d mti _ W m a T v / Z OZ1') v / p H N V LU Lu N y 5 gl day •:.. . m Z Lu m V S U Z IWG J#: YKK159 HEET:12 OF 18 DOOR MULLION LOAD & ANCHOR TABLES QualilyclpSS. YKK AP AMERWA 1229 HWY 441 BYPASS DUBLIN, OE OR6IA "0" PH:(478)277-19'S5 FX:(678)838-6001 m m h m y FF.. vV) WJJ Z Y LL(1 m ~> n pCC 0 CL =IJL R m w Q w TO oFe m ZNm m 0 Q H ZOZ H G Z m tii HZ.1 < 5 uj DOOR MULLION DOOR MULLION j w Co m WITHOUT STEEL WITH STEEL y M REINFORCEMENT REINFORCEMENT < wF m v / Z O YKK OUTSWING DOORS H'^ 0SEESEPARATEAPPROVALHH U WN W I ( Z FRAME HEIGHT O * Z1 777i DOOR Q ......... tiji HEIGHT °da`a i F LL m W2 Wl Lu co Z S UZ p DOUBLE DOOR WITH TRANSOM DWG#: YKK159 SHEET: 13 OF '1 O DOOR MULLION LOAD CAPACITY (PSF) DOOR MULLION LOAD CAPACITY (PSF) NOMINAL DIMS. WITHOUT STEEL REI NF. WITH STEEL REINF. NOMINAL DIMS. WITHOUT STEEL REINF. WITH STEEL REINF. FRAME HEIGHT WIDTH Wl) IN.) WIDTH W2) I N.) EXT.(+) INT. I-) EXT.(+) INT.(-) FRAME HEIGHT IN.) WIDTH WI) I N.) WIDTH W2) I N.) EXT.(+) INT.(-) EXT. INT.(-) 96 72 30 90.0 90.0 114 72 30 64.7 90.0 36 86.1 90.0 36 61.1 90.0 42 81.6 90.0 42 67.9 90.0 48 77.5 90.0 48 56.0 90.0 84 30 81.6 90.0 84 30 57.9 90.0 36 77.5 90.0 36 SS.O 90.0 42 73.8 90.0 42 52.4 90.0 48 70.6 90.0 48 50.0 90.0 90 30 77.6 90.0 90 30 56.0 90.0 36 73.8 90.0 36 52.4 90.0 42 70.5 90.0 42 50.0 90.0 48 67.4 90.0 48 47.8 90.0 96 30 73.8 90.0 96 30 52.4 90.0 36 70.5 90.0 36 fi0.0 90.0 42 67.4 90.0 42 47.8 90.0 48 64.6 90.0 48 45.8 89.8 102 72 30 80.8 90.0 120 72 30 58.4 90.0 36 76.3 90.0 36 SS.1 90.0 42 72.3 90.0 42 52.2 90.0 48 68.7 90.0 48 49.6 90.0 84 30 72.3 90.0 84 30 52.2 90.0 36 68.7 90.0 36 49.6 90.0 42 66.4 90.0 42 47.3 90.0 48 62.4 90.0 48 45.1 88.4 90 30 68.7 90.0 90 30 49.fi 90.0 36 65.4 90.0 36 47.3 90.0 42 62.4 90.0 42 46.1 88.4 48 59.7 90.0 48 43.1 84.6 96 30 65.4 90.0 96 30 47.3 90.0 36 62.4 90.0 36 45.1 88.4 42 59.7 90.0 42 43.1 84.6 48 fi7.2 90.0 48 41.3 81.1 108 72 30 72.1 90.0 36 68.1 90.0 42 64.6 90.0 48 61.3 90.0 84 30 64.6 90.0 36 61.3 90.0 42 68.3 90.0 48 65.7 90.0 90 30 61.3 90.0 36 58.3 90.0 42 SS.7 90.0 48 53.3 90.0 96 30 58.3 90.0 36 55.7 90.0 42 53.3 90.0 48 51.0 90.0 ANCHOR TYPE TOTAL NO. OF ANCHORS REQUIRED AT DOOR MULLION HEAD AND SILL BV OESIGN PRESSURE 90 PSF 80 PSF 70 PSF 60 PSF SO PSF 40 PSF 30 PSF A 10 9 8 7 6 6 4 B 9 8 7 6 6 4 3 C 16 13 11 10 8 7 6 D 13 12 10 9 7 6 S BY OTHERS TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW CAULK BETWEEN CONCRETE/MASONRY &1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS TREMCO SPECTREM 2 SILICON SEAL OVER ALL ANCHORS O.A. FRAME HEIGHT EXTERIOR SEE GLAZING OPTIONS SHEETS 3, 4 6 5 MIN. EDGE DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION MIN EMBEDMENT, ANCHOR, SEE SEE SPECS BELOW SPECS BELOW 2X WOOD BUCKS OR WOOD STRUCTURE L BY OTHERS 71 FOR V1ti ANCH ORS, PERIMETER SEALANT MIN. EDGE DISTANCE, SEE SPECS BELOW YM STEEL OR ALUM. MIN. EDGE DISTANCE, a p QUaIiy STRUCTURE, SEE SPECS BELOW 11751,tES BY OTHERS, SEE SPECS BELOW 12YKK AP29HNN41BYPASS441AMBYPAWAMIN. SS EMBED., SEE TYPICAL MIN. 3 THREADS DUBLIN, GEOR61A 31021 SPECS BELOW INSTALLATION PENETRATION PH:(478)277-1955 FX:(678)838-6001 1 ANCHOR, SEE m SPECS BELOW N Z m Y PERIMETER H Z Z 'd 1/4" MAX. SHIM FORY4" ANCHORS BY OTHERS 6 3/8" MAX. SHIM SEALANT BY OTHERS L3/8" MAX. SHIM Z COC d o w 1 a a = SEE GLAZING FOR %ti' ANCHORS, FOR ANCHORS, m w j a a < _ 1/4" MAX. SHIM G 1/4" MAX. SHIM C < w OPTIONS TREMCO SPECTREM FOR Y4' ANCHORS FOR Y4' ANCHORS T r SHEETS 3, 4 A 5 2 SILICON SEAL m Z H m INTERIOR EXTERIOR OVER ALL ANCHORS INTERIOR EXTERIOR INTERIOR j > < W H < H i^ VERTICAL SECTION HEAD - CONCRETE/MASONRY W/ 1X BUCK LIGHT CONFIGURATION Z -a aC HoZ VERTICAL SECTION E VERTICAL SECTION W m mI] HEAD -WOOD FRAMING HEAD - METAL SUBSTRATE < d 'e-'^' d TYPICAL INSTALLATION TYPICAL INSTALLATION WaFa LIMIT DESIGN LOADS FOR HORIZONTAL AS FOLLOWS MAX HORIZ. SPAN MAX GLASS HEIGHT ABOVE HORIZ. MAX DESIGN LOADS 60" 55-15/16" 65 PSF W. 11, 52 PSF 10 DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. EXTERIOR GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. gVERTICAL SECTION HORIZONTAL MEMBER O.A. SEE GLAZING FRAME OPTIONS HEIGHT IVA SHEETS 3,4 d 5 EXTERIOR INTERIOR 9 11 TREMCO SPECTREM 2 SILICON SEAL OVER ALL ANCHORS 12 3/8" MAX. SHIM FOR 5/16" ANCHORS, 3/8" DIA WEEPS TWO 1/4" MAX. SHIM PER LITE AT 8" FROM FOR Y4' ANCHORSEACHVERTICAL PERIMETER SEALANT BY OTHERS a. MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, SEE SPECS AT RIGHT SEE SPECS AT RIGHT CONCRETE/MASONRY MIN. EDGE DIST., BY OTHERS SEE SPECS AT RIGHT VERTICAL SECTION SILL - DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION YHS 50 FI ANCHOR TYPES ANCHOR MIN. EDGE TYPE ANCHOR DESCRIPTION SUBSTRATE REQUIREMENTS MIN. EMBEDMENT DISTANCE NOTES 5/16" DIA. TAPCON BY ITW CONCRETE AT HEAD, SILL OR Fu=125 K51, Fy=100 KSI) JAMBS PC=3000 PSI MIN. MAY BE USED A OR C-90 HOLLOW/FILLED BLOCK AT 1-3/4" 3" THROUGHOPTIONALTHROUGHOPTIONAL 5/16" DIA. ULTRACON BY ELCO JAMBS F'M=2000 PSI MIN. 1X BUCKS, BY OTHERS MIN.S.G.=0.55WOOD 1-1/2" 1" Fu=177 KSI, Fy=155 KSI) THREETHREADS STEEL IN CONTACT B 5/16" DIA. SELF -DRILLING SCREWS (GRADE 5) STEEL: 12 GA. MIN., Fy=36 KSI MIN. PENETRATION PAST 3/4" WITH ALUM. TO BE ALUM.: 1/8" MIN., fi063-TS MIN. METALSTRUCTURE PLATED OR PAINTED 1/4" DIA. TAPCON BY ITW CONCRETE AT HEAD, SILL OR Fu=125 KSI, Fy=100 KSI) JAMBS PC=3000 PSI MIN. MAY BEUSED C OR C-90 HOLLOW/FILLED BLOCK AT 1-3/4" 2-1/2" THROUGH OPTIONAL 1/4" DIA. ULTRACON BY ELCO JAMBS F'M=2000 PSI MIN. 1X BUCKS, BY OTHERS MIN. S.G. =0.55 WOOD 1-1/2" 1" Fu=177 KSI, Fy=155 KSI) 3THREADS STEEL IN CONTACT 1/4" DIA. SELF -DRILLING SCREWS (GRADE 5) STEEL: 12 GA. MIN., Fy=36 KSI MIN. PENETRATION PAST 3/4" WITH ALUM. TO BE D ALUM.: 1/8" MIN.6063-TS MIN. METAL STRUCTURE PLATED OR PAINTED 18 GA. MIN. STEEL STUD, FY=33 1/4" DIA. SELF -DRILLING SCREWS (GRADE 5) 1-1/2" IN WOOD 1" IN WOOD KSI MIN. WITH WOOD BACKING v J Z O H o p H N i v LU N o N zII3Iv=I ZI YKK159 SHEET:14 OF 18 CONCRETE/MASONRY BY OTHERS TYPICAL INSTALLATION ANCHOR, SEE SPECS BELOW CAULK BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS TREMCO SPECTREM 2 SILICON SEAL OVER ALL ANCHORS O.A. FRAME HEIGHT O.A. FRAME HEIGHT MIN.EDGE DISTANCE, SEE SPECS BELOW TYPICAL INSTALLATION a ANCHOR, SEE MIN. EMBEDMENT, SPECS BELOW P• SEE SPECS BELOW 2X WOOD BUCKS OR I WOOD STRUCTURE L BY OTHERS 3/8" MAX. SHIM PERIMETER FOR V16" ANCHORS, SEALANT 15 1/4" MAX. SHIM BY OTHERS FOR Y4' ANCHORS g SEE GLAZING OPTIONS SHEETS 3,4 & 5 EXTERIOR INTERIOR EXTERIOR SEE GLAZING OPTIONS SHEETS 3,4 J. 5 EXTERIOR TREMCO SPECTREM _ 2 SILICON SEAL OVER ALL ANCHORS 3/8" DIA WEEPS TWO _ PER LITE AT 8" FROM EACH VERTICAL MIN. EDGE DISTANCE, SEE SPECS BELOW TREMCO SPECTREM 2 SILICON SEAL OVER ALL ANCHORS STEEL OR ALUM. STRUCTURE, BY OTHERS, SEE MIN. SPECS BELOW EMBED- SEE TYPICAL SPECS BELOW INSTALLATION ANCHOR, SEE SPECS BELOW MIN. EDGE DISTANCE, SEE SPECS BELOW pp MIN. 3 THREADS G A PENETRATION ymW a p ( mlii'1y iiiS ilELS.. YXK AP AMERICA 1229 HWY 441 BYPASS DUBLn4. GEORGIA 31021 PH: (478) 277.1955 FX: (678) 83Bfi001 15 PERIMETER) rinT SEALANT o 3/8" SHIM BY OTHERS 3/8" MAX. SHIM i, Z)'AX. rM FOR'16" ANCHORS, FOR %6" ANCHORS, S 1/4" MAX. SHIM 8 1/4" MAX. SHIM 1n Lau ~ FORY4" ANCHORS FORY4' ANCHORS a - Z INTERIOR EXTERIOR INTERIOR W N a VERTICAL SECTION I VERTICAL SECTION HEAD - CONCRETE/MASONRY W/ 1X BUCKq5t/ HEAD -WOOD FRAMING HEAVY CONFIGURATION TYPICAL INSTALLATION LIMIT DESIGN LOADS FOR HORIZONTALAS FOLLOWS MAX HORIZ. SPAN MAX GLASS HEIGHT ABOVE HORIZ. MAX DESIGN LOADS 60" 55-15/16" 65 PSF 60" 84" 52 PSF DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS AREA ABOVE HORIZONTAL, FOR SIZES SMALLER THAN SHOWN ABOVE, ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY. G VERTICAL SECTION AV HORIZONTAL MEMBER SEE GLAZING SHEETS 3,4 & 5 INTERIOR 3/8" MAX. SHIM FOR 5&" ANCHORS, 1/4" MAX. SHIM FOR Y4" ANCHORS PERIMETER SEALANT z T BY OTHERS s: MIN. EMBEDMENT, TYPICAL INSTALL. ANCHOR, a'.' !:. •. • SEE SPECS AT RIGHT SEE SPECS AT RIGHT CONCRETE/MASONRY MIN_DI5T., BY OTHERS 5EE SPECS AT RIGHT VERTICAL SECTION SILL - DIRECT TO CONCRETE/MASONRY HEAVY CONFIGURATION VERTICAL SECTION HEAD - METAL SUBSTRATE TYPICAL INSTALLATION T5. YHS 50 FI ANCHOR TYPES ANCHOR ANCHOR DESCRIPTION SUBSTRATE REQUIREMENTS MIN. EMBEDMENT MIN. EDGE NOTES TYPE DISTANCE 5/16" DIA. TAPCON BY ITW CONCRETE AT HEAD, SILL OR Fu=125 KSI, FY=100 KSI) JAMBS PC=3000 PSI MIN. MAY BE USED A OR C-90 HOLLOW/FILLED BLOCK AT 1-3/4" 3" THROUGH OPTIONAL 5/16" DIA. ULTRACON BY ELCO JAMBS F'M=2000 PSI MIN. 1X BUCKS, BY OTHERS Fu=177 KSI, Fy=155 KSI) MIN. S.G. =0.55 WOOD 1-1/2" 1" STEEL: 12 GA. MIN., Fy=36 KSI MIN. THREETHREADS STEEL IN CONTACT B 5/16" DIA. SELF -DRILLING SCREWS (GRADE 5) ALUM.: 1/8" MIN., 6063-T5 MIN. PENETRATION PAST 3/4" WITH ALUM. TO BE METALSTRUCTURE PLATED OR PAINTED 1/4" DIA. TAPCON BY ITW CONCRETE AT HEAD, SILL OR Fu=125 KSI, Fy=100 KSI) JAMBS F'C=3000 PSI MIN. MAY BE USED C OR C-90 HOLLOW/FILLED BLOCK AT 1-3/4" 2-1/2" THROUGH OPTIONAL 1/4" DIA. ULTRACON BY ELCO JAMBS F'M =2000 PSI MIN. 1X BUCKS, BY OTHERS Fu=177 K51, Fy=155 KSI) MIN. S.G.=0.55 WOOD 1-1/2.. GA. STEEL: I2 GA. MIN., Fy=36 KSI MIN. 3THREADS STEEL IN CONTACT 1/4" DIA. SELF -DRILLING SCREWS (GRADE 5) PENETRATION PAST 3/4" WITH ALUM. TO BE D ALUM.: MIN., 6063-TSMIN. METALSTRUCTURE PLATED OR PAINTED 1/4" DIA. SELF -DRILLING SCREWS (GRADE 5) 18 GA. MIN. STEEL STUD, Fy = 33 1-1/2" IN WOOD 1" IN WOOD KSI MIN. WITH WOOD BACKING mrn Y^Tn i # 3 OML` ccLum< Co FZ4 N " Q Z H Z e m ui o " LD , Q Ix 0M d p i 4 PROCoa o _ _ Z U DWG #: YKK159 SHEET: 15 OF 1$ CONCRETE/MASONRY BY OTHERS INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS IX WOOD BUCK BY OTHERS CAULK BETWEEN WOOD AND CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS INTERIOR INTERIOR SEE GLAZING OPTIONS IEETS 3, 4 & 5\ SEE GLAZING OPTIO^IC SHEETS 3,4 INTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS CONCRETE/MASONRY BY OTHERS PERIMETER PERIMETER SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR EXTERIOR EXTERIORO.A. FRAME WIDTH O.A. FRAME WIDTH ORIZONTAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION JAMB - CONCRETE/MASONRY W/ 1X BUCK VERTICAL MULLION JAMB - DIRECT TO CONCRETE/MASONRY LIGHT CONFIGURATION LIGHT CONFIGURATION LIGHT CONFIGURATION MIN. EMBEDMENT, IX WOOD BUCK SEE SPECS, SHEETS 14 d 15 MIN. EMBEDMENT, BY OTHERS CONCRETE/MASONRY INTERIOR INTERIOR SEE SPECS, SHEETS 14 d 15 BY OTHERS SEE GLAZING OPTIONS SEE GLAZING OPTIONS INTERIOR FINISH INTERIOR FINISH SHEETS 3, 4 d 5 SHEETS 3, 4 d 5 BY OTHERS BY OTHERS` PERIMETER SEALANT PERIMETER SEALANT BY OTHERS BY OTHERS CAULK BETWEEN WOOD d TYP. INSTALLATION CONCRETE/MASONRY ANCHOR, SEE BY OTHERS i SHEETS 14 d 15 T TYP. INSTALL. CONCRETE OR MIN. EDGE ANCHOR, MASONRY MIN. EDGE DISTANCE, SEE SHEETS BY OTHERS DISTANCE, SEE SPECS, 14 615 PERIMETER SEE SPECS, SHEETS 14 d 15 PERIMETER SEALANT SHEETS 14 d 1! SEALANT BY OTHERS BY OTHERS 6 4 7 3 1 5 s EXTERIOR FINISH EXTERIOR FINISH BY OTHERS ''' EXTERIOR EXTERIOR EXTERIOR BY OTHERS 3/8" MAX. SHIM 3/8" MAX. SHIM FOR %' ANCHORS, i 1/4" MAX. SHIM O.A. FRAME WIDTH — O.A. FRAME WIDTH FOR 6" ANCHORS, 1/4" MAX. SHIM i FORY4' ANCHORS FOR Y4" ANCHORS I HORIZONTAL SECTION HORIZONTAL SECTION R HORIZONTAL SECTION JAMB- CONCRETE/MASONRY W/ 1X BUCK §§JJ VERTICAL MULLION JAMB -DI RECTTO CONCRETE/MASONRY HEAVY CONFIGURATION HEAVY CONFIGURATION HEAVY CONFIGURATION INTERIOR EXTERIOR O HORIZONTAL SECTION VERTICAL EXPANSION MULLION SEE GLAZING OPTIONS SHEETS 3,4 d 5 SEE SEPARATE APPROVAL FOR DOOR RATINGS d DETAILS II HORIZONTAL SECTION qwDOOR JAMB MULLION YM Quality Y" AP AMERICA 1229 HMN 441 BYPASS OUBISN, GEORGIA 31021 PH: (478) 277-1955 FX: (678) 638-6001 m m h Z M Uity 3Z0g MZCi0 u0 O VU- LUOf T O Z V) N m m Z Mm H H H G Z m W m LLi mHFI F W m a m s 0 LL: :'Lt:1•.. 0 m 6 m Z Z n =2 ly Z in DWG #: YKK159 SHEET:16 of 18 ITEM NO, PART NUMBER DESCRIPTION MATERIAL 1 E9-0622 LIGHT MULLION/JAMB &HEAVY JAMB 6063-T5 2 E9-0655 SHALLOW POCKET FILLER 6063-15 3 E9-0665 HEAVY MULLION 6063-T5 4 E9-0656 DEEP POCKET FILLER 6063-T5 5 E9-0614 FLUSH FILLER 6063-T5 6 E9-0662 LIGHT HEAD OR HEAVY JAMB 6063-T5 7 EI-1062 HEAVY MULLION REINFORCEMENT STEEL 8 E9-0651 HEAVY HEAD 6063-T5 9 E9-0658 GLASS STOP 6063-T5 10 E9-0653 HORIZONTAL MEMBER 6063-T5 11 E9-0664 LIGHT SILL 6063-T5 12 E9-0625 LI614T SILL FLASHING 6063-T5 13 E9-0652 HEAVY SILL 6063-T5 14 E9-0619 HEAVY SILL FLASHING 6063-15 15 E9-0657 SNAP IN COVER 6063-T5 16 E9-0504 DOOR MULLION 6063-T5 17 E9-0688 FEMALE EXPANSION MULLION 6063-75 18 E9-0689 MALE EXPANSION MULLION 6063-T5 19 EXPANSION MULLION REINFORCEMENT STEEL 23 E2-0084 INTERIOR GLAZING SPACER PC EPDM 24 E2-0095 SETTING BLOCK EPDM 25 E2-0088 INTERIOR 6LAZIN66ASKET EPDM 26 E2-0083 EXTERIOR GLAZING GASKET EPDM 0.078" 5.000° 1.750" L T r 2.500" OLIGHT MULLION/JAMB & HEAVY JAMB 6063-T5 0.079" LI 1,7}5T0" 3.898" I 0.799" OSHALLOW POCKET FILLER 6063-T5 YM aRinspireslQuality YKK AP AMERICA 1229 HWY 441 BYPASS OUBLIN. GEORGIA 31021 PH: (478) 277-1955 FX: (67616386001 1N- o 3zit< IZW,0LLce LU LLO Vim J wKl ix 2 1% m d LU U m Ti LU Co Z pZ< H F" O w "I W mm< u CL F Q 0.063` V) 0.090" I O Z 8. 5.000" 1.750" 5.000"11.759' 1.750" 3.898" 1.496" > f4 w Lu I I ac aLuL - 2.500" + 1.390" 0.886" 2.500" O HEAVY 6063- DEEPMULLIONO 56063 T5 6 63 POCKET FILLER O5FLUSH FILLER O V JAMB &LIGHT HEAD 6063Z Q ,.........14 1. 429" 4.969" 0.188° 4.500° 0.085" 1.311" 'i d "'• r )• 'O 1.189" 1.630" Lu .6 T F aoC°f mLL V) 1.500° 1 1. 750" 0.071" o v S Z OHEAVY MULLION REINFORCEMENT O HEAVY HEAD O GLASS STOP 8HORIZONTAL MEMBER DWY:KK159 STEEL 6063-T5 6063-T5 6063-T5 7 of 18 4.969" 0 07 F 0.079" 2.500" 2.500" 2 500' 11 LIGHT SILL 12 LIGHT SILL FLASHING 13 HEAVY SILL 6063-T5 6063-T5 6063-T5 0.157" a 3.898" 5.000" 0.094" 5.000" 0.091" 0.886" 0.079 2.500" - --I — 1.281" 15 SNAP IN COVER 16 DOOR MULLION 17 FEMALE EXPANSION MULLION 6063-T5 6063-T5 6063-T5 4.000" F-- 0.125" 19 EXPANSION MULLION REINF. STEEL 0.125" 0.063" 2.500" 5.252" — 14 HEAVY SILL FLASHING 6063-T5 0.193" r"lz 0.091" 5.000" Ull 1.281" 18 MALE EXPANSION MULLION 6063-T5 OP iCl spdY'5.: YKK AP AMERICA 1229 HWY 4418YPASS DUBLIN, GEORGIA 31021 PH: (478) 277-1955 FX: (678) 838-6001 m m M T V l ri0 F N rn U, at O = LL: of O A US 0Ty U ma m N I-(m i a p Z Hofa w H LU j L Q xQLLi US e 3 .......•.•. w y l u m m Z -1 C Z n =2 vZQVUl WG #: YKK159 iHEET: 18 of 18 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report M YKK AP America, Inc. Series "YHS 50 FI" Outside Glazed Aluminum Storefront System HVHZ Impact Rated for Florida Product Approval FL# F i 14 2 18 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— D (Engineering Evaluation) Panel Walls Storefronts YHS 50 FI Storefront System Aluminum 6063-T5 See installation instructions, YKK159 Prepared For: YKKI P Ai erica, Inc. 332 Firetower Road Dublin, GA 31. 2.1. Prepared by: rin F. tl e"f, N), Pad.. Florida Professional Engineer # 73778 Date: 12/18/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.19 00:20:47-05'00' F. 7 ' He r i4Y; ' Rrdr N . Florida No. 73778 BUILDING DROPS 0olt A Perfect Solution in Every Drop 0 Certificate of Authorization: 29578 Manufacturer: YKK AP America, Inc. Product Category: Panel Walls Product Sub -Category: Storefronts Compliance Method: State Product Approval Method (1)(d) Product Name: Series "YHS 50 FI" Outside Glazed Aluminum Storefront System FL#: FL14218 Date: 12/18/2015 Report No: 4011 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does 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. This product has been evaluated for use in locations adhering to the Florida Building Code. See Installation Instructions YKK159, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment intc substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing YKK159 require further engineering analysis by a licensed engineer or registered architect. See Installation Instructions YKK159 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 101,\\, BUILDING DROPS FL#: FL14218 6 A Perfect Solution in Every Drop Date: 12/18/2015 Certificate of Authorization: 29578 Report No: 4011 Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (FBC Organization #: QUA 1844). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA 501-05 TAS 201-94 TAS 202-94 TAS 203-94 1. Product Testing performed by Architectural Testing, Inc. - Tampa FBC Organization # TST4311) Report #: E4885.01-401-18, Report Date: 11/05/15 Report #: E4890.01-401-18, Report Date: 11/05/15 Signing Engineer: Justin P. McDonald, P.E. # 77418 2. Product Testing performed by Architectural Testing, Inc. — Lithia Springs FBC Organization # TST3892) Report #: E8971.07-550-18, Report Date: 11/04/15 Report #: E8971.02-550-18, Report Date: 11/09/15 Report #: E8971.03-550-18, Report Date: 11/05/15 Signing Engineer: Justin P. McDonald, P.E. # 77418 3. Product Testing performed by Hurricane Testing Laboratory Report #: 0231-1203-08, Report Date: 07/13/09 Signing Engineer: Vinu J. Abraham, P.E. # 53820 4. Material Certification Miami -Dade County Notice of Acceptance E.I. DuPont De Nemours & Co. Inc. (now Kuraray America) SentryGlas Interlayer Butacite PVB Interlayer 5. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company Saflex PVB Interlayer Vanceva PVB Interlayer Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 Installation: BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#: FL14218 Date: 12/18/2015 Report No: 4011 Refer to Installation Instructions (YKK159) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK159) for design pressures based on size, configuration, and glass types. Equivalence of Test Standards: I. Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. YKK AP has tested their products to the following test standard edition(s): 1) ASTM E283 2) ASTM E331 3) ASTM E330 4) TAS 202-94 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) AAMA 501-05 After review of the above mentioned referenced standards and editions, it has been found that the results and tests carried out meet the requirements for compliance with AAMA 501-05. All referenced standards have been found to be equivalent. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 I j r Tremco Incorporated 1451 Jacobson Avenue . Ashland, Ohio 44805.419-289-2050 May 11, 2007 Mr. Jose Archila YKK AP America 332 Firetower Road Dublin, GA 31021 RE: YHS 50 FS Dear Mr. Archila: E2-0083 / TR-6096E is made of 60 +/-5 Durometer Dense EPDM. This rubber extrusion material has been tested in accordance with ASTM C 864, Option II specifications. The die drawing and spec data sheet for this material is attached for your reference. E2-0088 / TR-6151E is made of Closed -Cellular EPDM. This rubber extrusion material has been tested in accordance with ASTM C 509, Option II specifications. The die drawing and spec data sheet for this material is attached for your reference. Laboratory test results for the above -mentioned materials are attached for your reference. Sincerely, Eric Tango CC: Jim Stewart n J r y a I D D Progress Through Innovation Technology09g 9Y $ and Customer Satisfaction" AKRON RUBBER DEVELOPMENT LABORATORY, INC. 2887 Gilchrist Road. •. Akron, Ohio 44305 August 26, 2002 1-800-830-ARDL (330) 794-6600 - FAX (330) 794-6610 Website: www.ardl.00m -. E-mail: info@ardl.com s4- — TEST REPORT - PN# 49424A Prepared for: Mr. John Wegman Tremco, Inc. 1451 Jacobson Avenue Ashland, Ohio 44805 Prepared by: AN A2LA ACCREDITED LABORATORY MEMBERMEMBEROFACIL: THE ASSOCIATION OF INDEPENDENT SCIENTIFIC, ENGINEERING AND TESTING FIRMS VEnd ISO 9001 Registered ® . ACCRE ITEO Letters and reports are for the ekcknbm use of fM cNehts to whoth they or@ addressed and shall not be rlppt oduad azupl In full, without Ute wrMan pgrmlalon of AkFott,RubMr bevelopn nt Jborstary, Inc. The kdamatlott.comtllMd lienm applies to tM spacMe-material pro. a ptouaNs fgs0eil a'fvaWabd. Ho wanarity at" kind-ro Iwnln constntsd'or..knpllad. Ttis oabany a Akron Rubber Development aborstdry, Inc. shall be OmRod to 04 anrburd orconsiderstk7n paid for servtaa. AlLA certlf dfo nurti ote ale 255.01 & 255.02: Progress Through Innovation, Technology 1. Satisfaction" and Customer .• 9 Page 1 of 2- PN# 49424A AKRON RUBBER DEVELOPMENT LABORATORY, INC. 2887 Gilchrist Road • Akron, Ohio 44306 August 26; 2002 1.800=8WARDL o (330) 794-6600 FAX (330) 794-6610 Website: www.ardl.00m - E-mail: ihfo@ardl.comMr. John Wegman Tremco, Inc. 1451 Jacobson Avenue Ashland, Ohio 44805 . SUBJECT: Physical testing on material submitted by the above company. RECEIVED: Five (5) slabs and six (6) compression buttons identified as WJT 7523. ORIGINAL PHYSICAL PROPERTIES ASTM D 412-98a D 2240-02 Die C dumbbells tested at 20 In/min. RESULTS REQUIREMENTS Shore A Durometer, points 63 60 t 5 Tensile Strength, psi 1800 1600 min. Ultimate Elongation, % 560 250 min. HEAT -AGED PROPERTIES. ASTM D 573-99 Specimens aged 70 hrs. @ 100°C in a forced air oven. RESULTS REQUIREMENTS Durometer, point change +5 +10 max. Tensile Strength, % change -6.9 -15 Max. Elongation, % change -31.2 -40 max. COMPRESSION SET, ASTM D 395.98 METHOD B Speclmens aged 22 hrs. @ 100°C, 25% deflection, %: hr. recovery. RESULTS REQUIREMENTS Compression Set, % 18.1 30 max. PASS FAIL Pass Pass Pass PASS/FAIL Pass Pass Pass PASS/FAIL Pass OZONE RESISTANCE, ASTM D 1149-99 Test specimens per ASTM D 518-99, Method A Specimens exposed 100 hrs. @ 100 pphm @ 40"C, 20% elongation. Observations made at 7x magnification. RESULTS REQUIREMENTS PASS/FAIL No cracks No cracks Pass LOW TEMPERATURE BRITTLENESS, ASTM D 2137-94(00) METHOD A Five modified T-50 specimens conditioned 3 min. @ -40°C in methanol, then tested per Para. 9.3.2. RESULTS REQUIREMENTS PASS FAIL No cracks No specimen shall crack Pass TEAR RESISTANCE ASTM D 624-00 DIE C Specimens tested at 20 in/min. RESULTS REQUIREMENTS PASS/FAIL tTear Strength, ppi 165 150 min. Pass STAINING OF SURFACE, ASTM D 92548(00). METHOD B Procedure: Yz" x 1" specimens exposed 48 hrs. ten Inches below a 275 W, type RS UV bulb Test Surface: - White Automotive Grade Enamel RESULTS No migration stain d P e ect Te nician AKRON RUBBER DEVELOPMENT LABORATORY, N# 49424A JJD/sc REQUIREMENTS PASS/FAIL No migration stain Pass JPh rummondsical Testing Manager EXCEL PC.iLTMtK-'$ August 11, 2004 To Our Valued Customers: On August 5, 2004, PolyOne Corporation completed the divestiture of our Elastomers and Performance Additives business to an investor group led by Lion Chemical Capital and ACI Capital. The name of our new entity is Excel Polymers, LLC. We remain committed to the rubber compounding, performance additives and rolls businesses. The entire team and the existing manufacturing facilities will continue to serve your needs. We are very excited about operating our business as an independent company. With the support of our new owners and improved financial stability, we are in a position to create long term growth and value for you. This will be a refreshing change for our customers, suppliers and associates. Our goal is to make this transition as transparent as possible to you. We are not changing the people with whom you interface on a daily basis, the ERP system, nor any of the quality -systems which support our business. Our mission at Excel Polymers will be to cultivate an environment that focuses on you, the customer. In the current environment of high inflation, raw material shortages and mounting global competitiveness, our primary purpose is to protect your franchise and to help you compete more effectively. The world expects more speed, doing more with less every day and innovation to create continued growth. Simply put, we must wake up every day with a "can do" attitude. For the last 10 months, we've been focused on supporting your business as well as going through the sale process. In addition, we have supported our global customers with new operations in China and the United Kingdom. Our full energies are now driven to ensure our mutual success. We want to take this opportunity to thank you for your continued support and loyalty during this period. Excel Polymers is a customer -driven business. We appreciate your business and look forward to doing great things together. Sincerely, ZVL,44X.- John E. Quinn Ron Chase Steve Nieto President and CEO V.P. Compounding Sales V.P. Specialty Products Excel Polymers LLC / 6521 Davis Industrial Parkway / Solon, OH 44139 / 1.800.237.8649 / www.excel-polymers.com Z• /i 0 THE AMERICAN ASSOCIATION FORLABORATORY ACCREDITATION A21- A has accredited EXCEL POLYMERS, LLC Burton, OH for technical competence in the field of Mechanicaf Testing. The accreditation covers the specific tests and types of tests listed on the agreed scope of accreditation. This laboratory meets the requirements of IS©AEC 17025 - 1999 " General Requirements for the Competence of Testing and. Calibration Laboratories" and any additional program requirements in the identified field of testing. Presented this 270' day of July 2005. oi ppyre y — z President We a For the Accreditation Council o, Certificate Number 0121.01 a_ Valid to June 30, 2007 AZT .,; Revised May 9, 2007 For tests or types of tests to which this accreditation applies, please refer to the laboratory's Mechanical Scope of Accreditation. 1. 12 Jun, 12, 2001 5.02NM No. 218 1 Y. 3/3 SCOPE OF ACCREDITATION TO ISO/TEC 17025-1999 EXCEL POLY&MS, LLC BURTON DEVELOPMENT LABORATORY 14330 Kinsman Road Burton, 014 44021.0366 Lynn Molrityre Phone: 440 834 5539 MECHANICAL. Valid To: June 30, 2007 Certificate Number: 0121.01 In recognition of the suocessful completion of the A2LA evaluation prooess, accreditation is granted to this laboratory to perform the following automotive tests on nibbcr: ASTM D297 ASTM D395 6,.-ASTM D412 ASTM D4471 ASTM D518 ASTM D573 ASTM D575 ASTM_D624 ASTM D865 ASTM D925 ASTM D1149 ASTM I)1171 STM D 1229 AgSTM D1646 ASTM D2084 ASTM D2137 ASTM D2240 ASTM D2632 ASTM D5289 Specific Gravity (Section 16.3) Rubber Property - Compression Set (Part B) Rubber Properties in Tension. (Strength, Modulus & Elongation): Rubber Property - Effect of Liquids Rubber Deterioration - Surface Cracking Rubber Deterioration in an Air Oven. Rubber Properties in Compression Rubber Property - Tear Resistance Rubber Deterioration by Heating in Air (Test Tube Finclos'ure) Rubber Property Staining of Surfaces (Methods. A & B) Rubber Deterioration - Surface Ozone Cracking 0k1at Specimens) Rubber Deterioration Surface Ozone Cracking (Triangular). Rubber Property - Compression Set at Low Temperatures Viscosity & Vulcanization Characteristics (Mooney Viscometer) Rubb& Property Vuloanization (Oscillating -Disk Cure Mctcr) Rubber Property - Brittleness Point Rubber Property - Durometer Hardness (Shore A) Rubber Property - Resilience (Vertical Rebound) Rubber Property - Vulcanization (Moving Die Cure Meter) Burton Development Laboratory Test Method 01001 Proeolures for Mixing Compounds and Preparing Vulcanized Sheets A2LA Cert. No. 0121.01) 07/27/2005 Page 1 of 1 1,13 MRR.25.2002 a:22RM MR HRNNA RUBBER COMP NO.971 P.2 Development Lab Test Report Project Number: PolyOne Elastomers Development Laboratory OrigPnator..- BILL TOTH _-- 14330 Kinsman -Road.. , PO -Box 366 Customer: TREMCO Burton, OH 44021-0366 Compound: WJT-5559 #4 6Ap 31&-3 Date; 3/16/02 SCVM S&NOF BDC Number. 11420 XC1rit217,4 A,. C,r?igDcAttn: JOHN WEGMAN Specification: C-509 SPECIFICATION RESULT 01066:Compmssive Modtilus: Cured Stk 25% Compression Molulus 13 - 24 PSI 18 D395-98, Method B; (2-PLY) 22 HRS. a 70°C 30% MAX 28.7% D865-99 Test Tube Aging 70 HRS @ 100°C 25% Compression Molulus 0/+10 PSI 3 LENGTH CHANGE -0 7% D471-98 Fluid Immersion in H2O 24 HRS r@ 23°C WEIGHT CHANGE 5% 3.3% Low Temperature Brittleness Flex FLEX IN JIG PER ASTM C-809 NO CRACKS PASS Ozone D1149-99; Conditioned for 214 HRS before exposure NO CRACKS SAMPLES STRAINED 40%RESTED 100 HRS @ 40°C & 100mPA OF OZONE Stain: D925-88-B; No migratory stain allowed PASS PASS Development Lab Test Report Burton A2LA ) Effective Date: 8/17/2001 Page 1 of 3 men MA HA" RLaSM COW MO.971 P.3 wasesse ............ Development Lab.Test Report Project Number. Poly0ne Elastorners Development LaboratoryOrIgInatom. BILL TOTH. -1433019risman Roa&- CusWrnsr TREMCO Burton, OH 44021-0366 Compound, WJT-5559 *4. Date: 3115/02 Technician:DATE: 3123102 Chemist: DATE: 3 Id Pl,.L— F1 Development Lab Test Report Burton A2LA) Effective Da* 8/17/2001 Page 2 of 3 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING USE #14 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1141NCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH METAL FRAME USE 1141NCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE. 8. FOR INSTALLATION THROUGH ALUMINUM MULLION USE 1141NCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND ALUMINUM FRAME SUBSTRATE. 9. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 10.INSTALIATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 11.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 12.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 BY THE ANCHOR MANUFACTURER. 13.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER) WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. E. ALUMINUM - MINIMUM 1/16 INCH THICK 6063-T5 ALUMINUM. YKK AP AMERICA INC. SERIES 35H ALUMINUM OUTSWING ENTRANCE DOOR (MISSILE LEVEL E IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION (2014) FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD 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 OF INSTALLATION. 3. 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 OF INSTALLATION. 4. 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, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. PRODUCT MEETS MISSILE LEVEL E IMPACT TESTING REQUIREMENTS. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-TS 7. ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED,TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 8 FOR GLAZING DETAILS. 9. DOOR CONFIGURATIONS MAY UTILIZE BUTT HINGES AS DESCRIBED HEREIN OR CONTINUOUS HINGES INTERCHANGEABLY. 10. ALLOWABLE CONFIGURATIONS: X (SINGLE DOOR) OR XX DOUBLE DOOR). TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION d GENERAL NOTES 2 ELEVATIONS AND QUALIFIED HARDWARE 3 ANCHOR LAYOUTS 4 VERTICAL SECTIONS 5 VERTICAL SECTIONS 2 6 HORIZONTAL SECTIONS 1 7 HORIZONTAL SECTIONS 2 8 GLAZING DETAILS 9 DOOR CORNER DETAILS 10 FRAME CORNER DETAILS 11 COMPONENTS d BILL OF MATERIALS 12 COMPONENTS (1) 13 COMPONENTS (2) DESIGN PRESSURE TABLE GLAZING TYPES I MAX. D1.O. SIZE I MAX. DP I IMPACT RATING A 3876` X 82%" 90"/-90 PSF I LMI d SMI Al I 383(6` X 82%6" 90`/-90 PSF I LMI 6 SMI NOTES: 1. POSITIVE DESIGN PRESSURE SHALL BE LIMITED TO 70 PSF WHEN AIR/WATER THRESHOLD (COMPONENT #24,27,28) IS USED IN LOCATIONS REQUIRING WATER INFILTRATION RESISTANCE 2. LMI - LARGE MISSILE IMPACT RATED 3. SMI - SMALL MISSILE IMPACT RATED 4. SEE SHEETS 8 FOR GLAZING DETAILS cl P Q11 tIij+ YKK AP AMERICA INC. 332 FIRETOWER ROAD W BLIN. GEORGIA 31021 PH:(478)2T7-2549 FX:(678)838-6001 o o TYm V) Z Z#y n W W W h m J DLL x m j ID C<_ pwv vJw cc V) CoH Lum LuV)N F- p pZH & am N p Z w pFLIT F- VV)) c- Co F- QIwo S iT ZI•'7i k 6q y * P11. RO\\., m T00J V) O 3 M Z p V DWG #: YKK157 SHEET: 1 OFIT 3 Z A FF HE FRAME WIDTH 4716" MAX. LEAF WIDTH 386" MAX. 3816' MAX. D.L.O. WIDTH D.L.O. WIDTH n4 AO B C 952"H LEAF HEIGHT 82'. 1& 8216 MAX. D.L.O. 1HEIGHT 4 4 IMAX. 6 6 c 27" 821! 27" MA: D.LI HEIG 11 SAX. AME IGHT A D 6 421 451 q 27" 4 4 5 72 IjIT 982" 82 " MAX. 16 MAX. DOOR D.L.O. FRAME H HEIGHT EIGHT 1018" 952" 4T TYP. C.W. MAX. FRAME LEAF HEIGHT HEIGHT ELEVATION A STANDARD S-POINT LOCK STANDARD DOOR FRAME NOTES: 1) WHEN AIR/WATER THRESHOLD IS UTILIZED, MAX. STANDARD FRAME MAY INCREASE TO 99-7/8", CURTAINWALL FRAME HEIGHT MAY INCREASE TO 103". SEE DETAIL D, PAGE 4 AND DETAIL 6, PAGE 5. 2) SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH QUALIFIED LOCKING HARDWARE THAT SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR PANEL. ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP AND BOTTOM BOLTS ADAMS RITE MS 1880 QUALIFIED HINGE ASSEMBLIES HINGE TYPE DESCRIPTION BUTT HINGE FOUR (4) HAGER BB1191 BUTT HINGES PER DOOR LEAF ONE (1) ROTON 780-226HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR LEAF ONE (1) SELECT 27HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR LEAF 3, 8 1034' TYP. CURTAINWALL FRAME WIDTH 972" MAX. DOOR FRAME WIDTH 4716" MAX. LEAF WIDTH 38,&' MAX. 38 6" MAX. D.L.O. WIDTH D.L.O. WIDTH 9n 2T L 6 M 7 7 N N 8216 7 7 27" MAX. D.L.O. HEIGHT 4Cr" 4 424" / 27" ELEVATION B STANDARD S-POINT LOCK STANDARD CURTAINWALL (C.W.) FRAMING THRESHOLD WATER INFILTRATION AND DESIGN PRESSURE LIMITATIONS THRESHOLD WATER TEST DESCRIPTION ITEM# TYP, DETAILS PRESSURE LIMITATIONS 41/2" AIR SEE TYP. THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RATING IS NOT REQUIRED OR WHERE WATER TIGHT ITEM #12 DETAILS OPSF INFILTRATION IS REQUIRED, A MINIMUM OVERHANG RATIO (OVERHANG PROJECTIOWOVERHANG THRESHOLD A/4 HEIGHT) SHALL BE EQUAL TO OR GREATER THAN 1. POSITIVE DESIGN LOAD NOT TO EXCEED+90 PSF. WHERE WATER INFILTRATION 15 REQUIRED, POSITIVE DESIGN LOAD SHALL NOT EXCEED+70 PSF. WATER INFILTRATION RATING REQUIRES USE OF PART #E2-0093, SILICONE ASTRAGAL GASKET, SEE AIR/WATER SEE TYP. SHEET RESISTANT ITEMS# DETAILS 10.5 PSF WHERE WATER INFILTRATION IS REQUIRED, AND MINIMUM OVERHANG RATIO (OVERHANG 28,&#55 THRESHOLD D/4&G/5 PROJ ECTI0 N:OVERHANG HEIGHT) EQUAL TO OR GREATER THAN 115 PRESENT, POSITIVE DESIGN LOAD SHALL NOT EXCEED+90 PSF. WHERE WATER INFILTRATION IS NOT REQUIRED, POSITIVE DESIGN LOAD NOT TO EXCEED+90 PSF. I S p gwa!ity Inspires' YKK AP AMERICA INC. 332 FIRETOWER ROAD DUALM, GEORGIA 31021 PH: ( 473) 277.2549 FX: (678) 838-60D1 za oD mY Hy w 3 g W tl0 H' p Jr7 J V) r o o V) m J c) mJ rw cIC<2 pm< V)w ; C V) J 0 co H m V) = cc WJ <Z m mWa g p V I Z C) H Z Lu jx W LUT mm Jul po 3: M uZ InUDWG #: YKK157 SHEET: 2 OF 13 ANCHOR LAYOUT FOR ELEVATION A 4" MAX. FROM CORNERS MAX. FROM CORNERS 131" MAX. O.C. 6t" MAX. FROM CENTER OF DOOR TWO (2) LE55 ANCHORS ARE REQUIRED AT HEAD dl SILL FOR DESIGN PRESSURES OF +/- 60 PSF OR LESS. 3" 3? 2 3 3„ 42" MAX. FROM CORNERS J_ i III 3" 3 „ 3„ 3" MAX. FROM I l I, eea pace heap eae ANCHOR LAYOUT FOR ELEVATION B NOTE: ANCHORAGE OF CURTAINWALL MULLIONS UNDER SEPARATE APPROVAL CORNERS 132" MAX. O.C. 61" MAX. FROM CENTER OF DOOR YKK ap9w!in, alspires YKK AP AMERIC INC. 332 FIREPOWER ROAD DUBLIN, GEORGIA 31021 M: (478) 277-2549 FX: (678) 838-6001 a m Z w j In MU, 5 < p W V Lu ot t I m H M m a Z c au) a HCZ m Lu o mwo woo a m a Z OZ wV) W OL In to : ' F• n tX ' o" In Tm m J V1 00 3tA = Z o v DWG #: YKK157 SHEET: 3 OF 13 1/2" MIN. EDGE DISTANCE MIN. 6063-T5 ALUMINUM MULLION OR CURTAINWALL FRAME UNDER SEPARATE APPROVAL PERIMETER SEALANT BY OTHERS 11 O.A. DOOR 6 HEIGHT O.A. DOOR HEIGHT 1/4" SELF -TAPPING 1/2" MIN. EDGE DISTANCE INSTALLATION SCREW MIN. 18 GA. STEEL 1/4" SELF -TAPPING INSTALLATION SCREW STUD BY OTHERS 3 THREADS OF MIN. 3 THREADS OF MIN. PENETRATION BEYOND SHEATHING -.,. STEEL ALUMINUM STRUCTURE BY OTHERS PENETRATION BEYOND STRUCTURE EXTERIOR FINISH BY OTHERS PERIMETER SEALANT 3/8" MAX. 1 3/8" MAX. BY OTHERS SHIM SPACE SHIM SPACE O.A. DOOR HEIGHT SEE GLAZING EXTERIOR INTERIOR OPTIONS SHEET 8 SEE GLAZING OPTIONS 15 SHEET B VERTICAL SECTION 4 HEAD -ALUMINUM MULLION 13 /• EXTERIOR P _ --- _ EXTERIOR FINISH BY OTHERS 2X WOOD FRAME BY OTHERS 3/4" MIN. EDGE DISTANCE qVERTICAL SECTION 4 SILL -2XWOOD FRAME ADATHRESHOLD INTERIOR C VERTICAL SECTION 4 OHCC HEAD (OPTIONAL) - STEEL STUD SEE GLAZING SEE GLAZING OPTIONS OPTIONS SHEET 8 SHEET 8 15 INTERIOR EXTERIOR INTERIOR 7 O.A. DOOR 14 X 1/2" PHSM5 HEIGHT TYPE "AB" 29 10 X 1/2" FHSMS TYPE "AB" 30 THRESHOLD ASSSEMBLY TO BE 27 SEALED PER MANUFACTURERS INSTRUCTIONS 28 PERIMETER 3/8" MAX. SEALANT 24 SHIM SPACE BY OTHERS 11/2" MIN. EMBEDMENT CONCRETE/MASONRY 1 ' ; ; 1 1/4" MIN. RY CITHFRS EMBEDMENT A.:.' WOOD SCREW INS 2 1/2" MIN. EDGEINSTALLATION —1 1/4" ITW TAPCON ANCHOR SEE SHEET 5 FOR DETAILS DISTANCE INSTALLATION SCREW OF AIR/WATER THRESHOLD WHEN USED WITH VERTICAL SECTION OPTIONAL ADA RAMPS. 4 SILL - CONCRETE/MASONRY AIR/WATER RATED THRESHOLD YKKI' QualityIi31Spi!FeS.. YKK AP AMERICA INC. 332 FIR TOWER ROAD DUBLIN, GEORGIA 31021 PH: (478) 2T7-2549 FK:(678)838-6001 C) Z ,o mm m f L. y jL. ZO M J 1 .. m OIL` m J v Q< V w m QuiCoZm m wv) p aZ< WJ < N m jZL 0. m W G F' w m ' m CLd p 1n T mOn J VI 00 3 ' _ cQ3z K157 4 OF13 1/2" MIN. EDGE DISTANCE 18 OR YKK CURTAINWAH UNDER SEPARATE APPROVAL PERIMETER SEALANT BY OTHERS 11 O.A. DOOR 8 HEIGHT EXTERIOR 1/4"x5" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. 1 r PENETRATION BEYOND ALUMINUM STRUCTURE 1/4" MAX. SHIM SPACE INTERIOR OPTIONS 15 / SHFFT A E VERTICAL SECTION 5 HEAD -TYP.CURTAINWALL MULLION O.A. DOOR HEIGHT FOLLOW MANUFACTURERS ANCHORING REQUIREMENTS FOR ADA RAMPS 1/2" MIN. EDGE DISTANCE 18 OR YKK CURTAINWALL UNDER SEPARATE APPROVAL PERIMETER SEALANT BY OTHERS 22 O.A. DOOR 6 HEIGHT EXTERIOR 13 "/ G VERTICAL SECTION 5 SILL - AIR/WATER THRESHOLD WITH OPTIONAL ADA RAMPS 1/4"4" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. r PENETRATION BEYOND I STEEL STRUCTURE r F VERTICAL SECTION 5 OHCC HEAD (OPTIONAL) TYP. CURTAINWALL MULLION THRESHOLD ASSSEMBLY TO BE SEALED PER MANUFACTURERS INSTRUCTIONS 5tt DtTAILS A14 AND D/4 fUR THRESHOLD ANCHOR, EDGE DISTANCE, AND EMBEDMENT REQUIREMENTS 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING OPTIONS SHEET 8 0 WK r: 1fTSpf I'B.S YKK AP AMERICA INC. 332 FIRETOWER ROAD DUBUN. GEORGU 31021 PM: (478) 2T -2549 FX: (A78) 838-6D01 f m ZZ m 7 lU O T r` m Q<v im a0 wZMm miat, w In a o Z Fl aw mLuwo m a H g I aa LL A.'Elt Al, 2 06 3 n Z Z v DWG #: YKK157 SHEET: 5 OF 13 1 1/4" MIN. EMBEDMENT 3/8" MAX. SHIM SPACE CONCRETE/MASONRY BY OTHERS 25 CAULK BETWEEN I CONCRETE/ MASONRY d 1X WOOD BUCK BY OTHERS 10 1X WOOD BUCKBYOTHERS 21/2" MIN. EDGE DISTANE 1/4" FH ITW TAPCON INSTALLATION SCREW EXTERIOR FINISH BY OTHERS O.A. DOOR PERIMETER SEALANT WIDTH BY OTHERS 1 1/2" MIN. EMBEDMENT 14 WOOD SCREW - INSTALLATION ANCHOR 2X WOOD FRAME - BY OTHERS INTERIOR 1 SEE GLAZINGOPTIONS SHEET 8 EXTERIOR I HORIZONTAL SECTION 6 JAMB - CONCRETE/MASONRY 3/8" MAX. SHIM SPACE 25 INTERIOR 3 THREADS OF MIN. 3/8" MAX. PENETRATION BEYOND SHIM SPACE STEEL STRUCTURE INTERIOR 25 MIN. 18 GA. STEEL STUD BY OTHERS 16 10 1/4" FH SELF -TAPPING INSTALLATION SCREW Ill 11 A I I 1/ DISTANCE 15 EXTERIOR O.A. DOOR WIDTH HORIZONTAL SECTION kll JAMB -STEEL STUD 3/8" MAX. SHIM SPACE BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS 3 THREADS OF MIN. PENETRATION BEYOND ALUMINUM STRUCTURE MIN.6063-T5 ALUMINUM MULLION OR CURTAINWALL FRAME UNDER SEPARATE APPROVAL 1/4" SELF -TAPPING INSTALLATION SCREW YKKI pQualityifispir YKK AP AMERICA INC. 332 FIRETOWER ROAD DUBLIN,6EOR6IA 31021 PM:(478)277-2349 FX:(678)838fiW1 Om 7Q m j 1 N Z # 3331 z W O M w J G wmJ S> h m W O LL Z w V W J ~ y.4 W V~Nj O l9 m W m 40 ,H OJt p Z 0 Z 0 H Z r H H iLu v CL w 0 Low EDGE DISTANCE ' / \ / 1/2" MIN. EDGE i 4/ 1 DISTANCE .l C, u- SEE GLAZING 13 r ` d 15 OPTIONS I} SHEATHING BY 60 61 EXTERIOR SHEET 8 EXTERIOR 60 61 PERIMETER SEALANT BY EXTERIOR FINISH O.A. O.A. OTHERS BY OTHERS DOOR DOOR a WIDTH WIDTH vl PERIMETER SEALANT ++ ^. m m n J c iBYOTHERS ZHORIZONTALSECTIONI( HORIZONTAL SECTION fw6lYKK157 v 6 JAMB -2XWOODFRAME 6 JAMB - ALUMINUM STUD CONTINUOUS HINGE CONTINUOUS HINGE OF13 3 THREADS OF MIN. PENETRATION BEYOND ALUMINUM STRUCTURE 19 OR YKK CURTAINWALL UNDER SEPARATE F APPROVAL I I 1/8" MAX. SHIM SPACE INTERIOR 1/8" MAX. -71 SHIM SPACE F 21 14 1 16 21 1/2" MIN. EDGE DISTANCE 1/4"x3" FH TEK 4 13 SEE GLAZING SEE GLAZING 15 1 INSTALLATION SCREW OPTIONS OPTIONS 60 61 SHEET 8 SHEET 8 EXTERIOR EXTERIOR PERIMETER SEALANT O.A. O.A. DOOR DOOR BY OTHERS WIDTH WIDTH HORIZONTAL SECTION (HORIZONTAL SECTION 7 JAMB- TYP. CURTAINWALLMUWON 7 JAMB- TYP. CURTAINWALL MULLION CONTINUOUS HINGE PART # E2-0093, ITEM # 55, MUST BE USED IN PLACE OF E2-0087, E2-0093 ITEM # 53, WHERE WATER INTERIOR / INFILTRATION RESISTANCE IS REQUIRED SEE GLAZING OPTIONS SHEET 8 EXTERIOR L HORIZONTAL SECTION 7 MEETING STILES SEE GLAZING OPTIONS SHEET 8 3 THREADS OF MIN. YKKIPENETRATIONBEYOND ALUMINUM STRUCTURE Oualfty gip, inspires' 19 OR YKK CURTAINWALL YKK AP AMERICA INC. UNDER SEPARATE 332 FIRETOWER ROAD 6EOR6IA 31021 APPROVAL DUBLIN. PH:(478)277-2549 Fx:(678) 938-6001 lz m ZM V # N J QaQ w 14 j m F m J 1/2" MIN. EDGE x j c DISTANCE M J an, w U m z M Lum m 1/4"x3" FH TEK o Lu o .0 Z INSTALLATION SCREW Lu w m L PERIMETER SEALANT BY OTHERS Z 0 H o r H N v W wLLJ CL a e_n T 1:;, 00 3 2 NZ DWG #: YKK157 SHEET: 7 OF I ? EXTERIOR EXTERIOR MISSILE LEVEL E GLASS TYPES LARGE & SMALL MISSILE IMPACT 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS, 0.180" DUPONT SENTRYGLAS, 1/4" HEAT STRENGTHENED GLASS INTERIOR DOW CORNING 995 9/16" GLASS BITE 55i GLAZING DETAIL A WET GLAZED) 1" O.A. INSULATED LAMINATED GLASS: 3/16" FULLY TEMPERED GLASS, 5/16" AIR SPACE, 3/16" HEAT STRENGTHENED GLASS, 0.180" DUPONT SENTRYGLAS, GL3/16" HEAT STRENGTHENED ASS INTERIOR GLAZING DETAIL Al WET GLAZED) DOW CORNING 995 GLASS BITE EXTERIOR 9/16" O.A. LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS, 0.180" DUPONT SENTRYGLAS, 1/4" HEAT STRENGTHENED GLASS INTERIOR 9/16" GLASS BITE GLAZING DETAIL A DRY GLAZED) NOTE: A. "AIR SPACE" INDICATED IN GLAZING DETAILS CONSISTS OF: Al SPACER: ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE GLASS. A.2. PRIMARY SEALANT: TYPE PIB-29 MANUFACTURED BY ADCO. A.3. SECONDARY SEALANT: TYPE GE-3723 A&B (TWO PART) SILICONE MANUFACTURED BY G.E. S. ALL LITES GREATER THAN 36" IN WIDTH SHALL UTILIZE SETTING BLOCKS IN ACCORDANCE WITH CHAPTER 24 OF THE CURRENT FBC. i alityrlI ' inspires YKK AP AMERICA INC. 332 FIRETOWER ROAD DUBLDJ, 6EOR6IA 33021 PH:(478)M-2549 FK:(676) 838-6001 O m Z Z.0 4mY Z 3 yO w dN>m V)W m < cc1n ki m ZNm V))H a ui pZH 1-4 Gw a co a w m 0 m N J V) 00 3 A M )vZ o DWG #: YKK157 SHEET: 8 OF 13 f Qili'l!3 C) tIinsspire3'• SP YKK AP AMMCA 1W. 332 FIRETOWER ROAD DUBLIN, GEOR61A 31021 PH: (478) 277-2549 FX (678) 838-6001 Ci 0 Za m TT9 3/8-16 x 5/8 SOCKET HEAD Hf 0 v#v 3 ZH a g CAP SCREW (2) PER CORNER i i c m m u 2 13/16" ii 5/16" LUn . + w LU o 0 LU U T V1 .0 w m m H m 5/16" Luvwi H o w o< Z " w d mwa 5/16" 11/2" 5356 LuOf o 0, rn a r 5/16" 13/16" a FC-1016 (2) El ' 10xV, FHSMS TYPE AB o FC-1016 (2) ; ii m 10X1"-------- -- FHSMS TYPE AB i 7 5/16" 16535613 " 5 16" O Zo 5/16" a w V) w 9 1 1/2" 3/8-16 x 5/8 SOCKET HEAD i i 2 CAP SCREW (2) PER CORNER DOOR CORNER DETAIL 1 DOOR CORNER DETAIL 2 i,ci HEAD - TYPICAL SILL - TYPICAL Il %J- Zl YKK157 SHEET. 9 OF13 ap f ualily linspires YKK AP AMERICA INC. 332 FIRETOWER ROAD DUBLIN. GEOMIA 31021 PH: (478) 277-2549 F%: (678) 838-6001 m j j OpQ mm vi Z#gIf0rlDo I W {<. vW CO J xx 1= W W V LL m J W = w. II O j; U1 c0 w m 4' V) W co N H m1WV) F p pZ< a 1 W tl Q 1 HH W in m v 1 1- CL FMI006 (3) 10-24 X 3/8" a FH MS o I FC-1216 (3) i m 11 #12 x V10 FH SMS AB TYPE i OO i In O i Z j O j O ZH I vI U 41 12 LU V) Lu I i i IIII O III a r-------------- p ,,4L LL j +8, I-------------- y ' : N 10-24 X 1/4" % fS' 1•''' F FH MS i y ( PFtO`` Ca x <F FRAME CORNER DETAIL 1 FRAME CORNER DETAIL 2 " Z HEAD - TYPICAL SILL - TYPICAL D WG #: YKK157 SHEET: 10 OF 13 35H DOOR BILL OF MATERIALS ITEM PART# DESCRIPTION MATERIAL MANUFACTURER 1 E9-0222 PIVOT STILE 6063-T5 YKK AP 2 E9-0230 MEETING STILE 6063-T5 YKK AP 3 E9-0223 MEETH46 STILE 6063-15 YKK AP 4 E9-0236 CONTINUOUS HINGE STLE 6D63-15 YKK AP 5 E9-0251 I.G. 8" BOTTOM RAIL 6D63-T5 YKK AP 6 E9-0253 I.G. TOP RAIL 6063-T5 YKK AP 7 E9-0235 MONO. 8"BOTTOM RAIL 6063-T5 YKK AP B E9-0220 MONO. TOP RAIL 6063-T5 YKK AP 9 E9-0227 SHEAR CLIP 6063-T5 YKK AP 10 E9-0504 DOORJAMB 6063-T5 YKK AP 11 E9-0501 DOOR HEAD 6063-T5 YKK AP 12 E9-0487 THRESHOLD 6063-T5 YKK AP 13 E9-0255 IA. EXTERIOR GLASS STOP 6063-T5 YKK AP 14 E9-0254 I.6. INTERIOR GLASS STOP 6063-T5 YKK AP 15 E9-0225 MONO. EXTERIOR GLASS STOP 6063-T5 YKK AP 16 E9-0226 MONO. INTERIOR GLASS STOP 6063-T5 YKK AP 17 E9-0510 HINGE BACK PLATE 6063-T5 YKK AP 18 E9-3106 HORIZONTAL MEMBER 6063-T5 YKK AP 19 E9-3103 VERTICAL MULLION 6063-T5 YKK AP 20 E9-3191 SHEAR BLOCK 6063-T5 YKK AP 21 E9-3181 C.W. DOORJAMB 6063-T5 YKK AP 22 E9-0520 OHCC DOOR HEAD 6063-T5 YKK AP 23 E9-0218 OHCC DOOR STOP 6063-T5 YKK AP 24 E9-0619 SILL FLASHING 6063-T5 YKK AP 25 E9.0614 FLAT FILLER 6063-T5 YKK AP 26 E9-0231 LOCK BASE 6063-T5 YKK AP 27 E9-OW3 THRESHOLD ATTACHMENT 6063-T5 YKK AP 28 E9-0502 THRESHOLD 6063-T5 YKK AP 29 E9-0347 DOOR SWEEP BASE 6063-T5 YKK AP 30 E9-0348 DOOR SWEEP 6063-T5 YKK AP 31 E9-3193 ANCHOR SLEEVE 6063-T5 YKK AP 32 E9-3197 MULLION ANCHOR 6063-T5 YKK AP 33 E9-3598 JAMB ANCHOR 6D63-T5 YKK AP 34 EI-0311 BACKER PLATE STEEL 35 E1-0312 BACKER PLATE STEEL 36 EI-0351 JOINT CLIP 6063-T5 YKK AP 37 E1-0353 LOCK BASE 6063-T5 YKK AP 38 EI-0357 GE BACK PLATEHINGE 6063-T5 YKK AP 39 E1-0381 JOINT CLIP 6063-T5 YKK AP 40 E1-1050 END DAM 6D63-T5 41 EI-1055 THRESHOLD CLIP STEEL 42 E1-1068 FLAT FILLER 6063-T5 YKK AP 43 EI-3001 SHEAR BLOCK 6063-T5 YKK AP 44 EI-3004 JAMB ANCHOR 6063-75 YKK AP 45 El-30D6 ANCHOR SLEEVE 6063-T5 YKK AP 46 EI-3039 MULLION ANCHOR 6063-T5 YKK AP 47 E2-0051 AIRTIGHT6ASKET PVC 48 E2-0062 WEATHERSTRIP POLYPROPYLENE 49 E2-0063 SETTD46 BLOCK EPDM 50 E2-0083 EXTERIOR GASKET EPDM 51 E2-0085 SPACER GASKET PC EPDM 52 E2-0086 SETTING BLOCK EPDM 53 E2-0087 WEATHERSTRIP POLYPROPYLENE 54 E2-0088 INTERIOR GASKET EPDM SPONGE 55 E2-0093 ASTRAGAL GASKET SILICONE 56 FC-1016 FM SMS STEEL 57 SM-3B10 SH CAP SCREW STEEL 58 PC-1216 PH SMS STEEL 59 PC-1408 PH SMS STEEL 60 27HD CONTINUOUS HINGE SELECT 61 780-226HD I CONTINUOUS HINGE HALER-ROTON 62 881191-SS BUTT HINGES SSTAINLESSTEEL HALER 63 AS-3180 C.W. JAMB SUBFRAME, 6063-T6 YKK AP 64 E9-0511 ADA RAMP PIECE # I 6063-T6 YKK AP 65 E9-0512 ADA RAMP PIECE # 2 6063-T6 YKK AP 66 E9-0513 I ADA RAMP PIECE # 3 1 6063-T6 YKK AP OPIVOT STILE1 6063-T5 0.126" L= 2.374" 3.872" --1 O4 CONTINUOUS HINGE STILE 6063-T5 0.126" 2.374" OMONO. 8" BOTTOM RAIL 6063-T5 T 0.126" 0.126" 2.350" 1 ODOORJAMB106063-T5 0.165" 5.( y 2.500" OMEETING STILE O MEETING STILE 6063-T5 6063-T5 0.150" 2.374" 0.150" 3.874" 2.374" 3.874" I.G. 8" BOTTOM RAILO I.G. TOP RAIL 6063-T5 6 6063-T5 2.350" I- 8.189" I I 0.126" 0.126" 0.126" 2.350 4.685" 1 0.126" MONO. TOP RAIL SHEAR CLIP8 6063-T5 O 6063-T5 2.35U' E 189" 0.126" 1.925" 4.685" ODOOR HEAD11 6063-T5 4.969" 3.000" 0.094" 1.591" 12 4112" AIRTIGHT THRESHOLD 6063-T5 4.500" -- 0.1101, 0.504" J- WE Quali-typcl1ilkspire: YKK AP AMERICA INC. 332 FIRETOWER ROAD DUBLIN. GEORGIA 31021 PH:(478)277-2549 FX:(678)838H001 O 20 m Y OOL. E in Fi w W 0 d mJ W X0u 'n mJW d lDm Q m Z m m Wy yi WZ p ZQ m W Z OC N pZ d m W 1 o W m d FQp m m J V) 00 3 ° _ uZ p v h DWG #: YKK157 5HEET:11 OF 13 13 60 . EXT. GLA55 STOP 8. 63 TNr, T. GLASS STOP MONO. EXT. GLASS STOP S MONO. INT. GLASS STOP 0.04T' 1.126" 0.675" OHINGE BACK PLATEi76063-T5 0.345" J 21 C.W. DOOR JAMB 6063-T5 0.094" 5.000" 0.750" OFLAT FILLER 6063-T5 3.898" 0. 06310.88 6" 0.188" J 7 OHORIZONTAL MEMBER186063-T5 6.110" E0.100" 3 0„ 0.100" OOHCC DOOR HEAD22 6063-T5 4.969" --{ 2.90r' I0.094" 26 LOCK BASE 6063-T5 TYPICAL WALL THICKNE55:.118" 2.0 8" 0.118" 1.248" 0.047" 0.o4T' 0.937" q" Yam- 0.675" 0.675" OHORIZONTAL MEMBER O SHEAR BLOCK196063-T5 20 6063-T5 6.120" 0.125" 3.000" 0.125" 0„ 0.210" -71 1.5W' OOHCC DOOR STOP O SILL FLASHING23 6063-T5 24 6063-T5 1 1.984" 0.063" 1.281" 0.125' JLF I I 1.312" 5.252" - OTHRESHOLD ATTACHMENT276063-T5 L- L:;;;; i 0.509" 1 =14r 3.512" O5 5/16" THRESHOLD286063-T5 0.110" 1.014" ODOOR SWEEP COVER296063-T5 0.8 0.o4T' 0.255" t apQi1K3NIYyinspires YKK AP AMERICA INC. 332 FIRETOWER ROAD DUBLIN.&EOR0IA 31021 PH:(478) 277.2949 FX: (678) 838-6001 Of j0GH mm Tm 3V) W Z# wF" 1 > LU tmf d m J x> z ovu x 3m< ww o H F A LU mmZ< m14W"IVIP+ Q Q Z Fa aWJzm m W 0J- JF-1I CL m i e 0 DW& #: YKK157 SHEET: 12 OF13 ODOOR SWEEP BASE306063-T5 0.055055" 0.875" OTHRESHOLD CLIP 41 5TEEL TYPICAL WALL THICKNE55:.152" E------------------ o====== 1 1.813" L L 4.532" OANCHOR SLEEVE316063-T5 T44. 860" 2.734' 0,125" 1— 0.152" D" OADA RAMP INT./EXT. PIECE #2656063-T5 7.685" 0.110" T+71--[ 1.250" OMULLION ANCHOR O JAMB ANCHOR326063-T5 33 6063-T5 6.750" 2.688" 0.189" 0.189° 3.250" OC.W. JAMB SUBFRAME O ADA RAMP INT./EXT. PIECE #1636063-T5 64 6063-T5 0.094" 5.000" 0.750" -{ - 66 ADA RAAMP INT./EXT. PIECE #3 3.185" " 0.110" 1.500" 7.500" 0.110" 0.62T' 817 9"a!fty i11spim YKK AP AMEUI INC. 332 FIRETOWER ROAD DOBLIN, 6EOR6IA 31021 PH: (478) 277-2549 FX (678) 838-6001 Of g0 m BoaN Y U # $ Lu v H 1 m J V) C m V)wWJ N H l9 coZ W m W V) N z Q Z < LU mfofI'm 1u o aC, e 0 LL m J V3 v2 a v DWG #: YKK157 SHEET:13 OF 13 YKK AP Hurricane 6 Blast Solutions YHS 50 low pressure configuration reduces installation time and installed cost. Medium and high pressure configurations reach higher spans and greater impact resistance. This system can be inside or outside glazed for greater jobsite flexibility. YHS 50 FS & YHS 50 FI are high performance storefront systems designed for monolithic glazing (FS) or for insulating glass (FI) 1" to 1-5/16" thick. With varied infill and components, YHS 50 can meet the demanding requirements of both Impact Resistance and Blast Mitigation. The system integrates with H Series and HL Series entrances with medium or wide stiles. Entrances feature a wide variety of tested and approved hinging and locking hardware, including rim panic and concealed vertical rod exit devices. Hurricane Impact - Large and Small Missle IBC and Florida Product Approval Wind Zone 3 & Florida High Velocity Hurricane Zone (HVHZ) Approved for Missile level E - Essential Facilities Blast Mitigation - Static and Dynamic Analysis capability to meet DoD, GSA and VA standards Spans to 144 accomodates glass sizes to 50SF Design Pressures to 90 psf Engineered corners reduce job specific engineering Inside or outside glazing available Integrates with ThremaShadeO and Luminance@ sun control products and YKK AP venting windows Low pressure options — fewer parts and anchors for lower installed cost Taller spans & higher design pressures — less cost compared to curtain wall Inside Glazing — lower cost in above grade applications; solves rough terrain and difficult street access issues Large Missile E — greater protection for essential facilities such as hospitals, police stations and shelters PERFORMANCE SUMMARY: Air Infiltration (ASTM E 283): 0.06 CFM / FTz Q 6.24 PSF (299 Pa) Water Infiltration (ASTM E 331): 12 PSF (575 Pa) YHS 50 FI Acoustical and Thermal: Acoustical Performance (AAMA 1801): STC 1-5/16" Laminated - 39 OITC 1-5/16" Laminated - 34 Thermal Performance (AAMA 507, AAMA 1503, NFRC 100): Frame CRF = minimum of 35 Overall System U-factor = 0.49 (using Ucog of 0.29) DESIGN PRESSURE 50 65-70 F 90 MISSILE D MISSILE E Building codes now call for Missile E protection for essential facilities (Risk Category 4) when the wind speed is 150 mph or greater. Missile E systems must withstand more than twice the impact energy compared to Missile D 108" to IMPACT IMPACT SPAN 120" OUTSIDE MISSILES INSIDE ESSENTIALSPANSPANGLAZE A & D GLAZE FACILITIES INDUSTRY -LEADING SILL FLASHING DESIGN Taller back leg - Enhanced water resistance 12 psf) in the field and in testing Patented 3 Point End Dam Attachment - Greater protection against handling damage and building settling No blind seals - Eliminates secondary penetration of the sill flashing For additional information on architectural aluminum products visit our web site at www.ykkap.com. 2016 YKK AP America Inc. is a subsidiary of m YKK Corporation of America. 02-5007-04 S-ar r,. PERMIT # i Check List Applications for compliance with the Florida Building Code, Energy Conservation shall inc This Checklist The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. 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 Than rPtri_,;,,in your Calculation EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 1 of 13 PROJECT SUMMARY Short Desc: Marina Isle ALF Description: Assisted Living Facility Owner: Marina Isle Assisted Living Facility Addressl: 530 N. PALMETTO AVE City: SANFORD Address2: Enter Address here State: FL Zip: 32771 Type: Multi -Family Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 51582 SF Conditioned & UnConditioned Area: 51582 SF No of Stories: 4 Area entered from Plans 53864 SF Permit No: 0 Max Tonnage 4 If different, write in: Compliance Summary Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design 37,399.0 Criteria Result 38,478.0 PASSED PASSES PASSES PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 2 of 13 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Sam N. Ahmad Building Official: Date: Date: I certify that this building is in compliance with the Florida Energy Efficiency Code Owner Agent: Champion Development Groul Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Andrew Sechler Electrical Designer: Nawwaf Ahmad Lighting Designer: Nawwaf Ahmad Mechanical Designer: Nawwaf Ahmad Plumbing Designer: Nawwaf Ahmad Reg No: FL# AR0016658 Reg No: FL# 56095 Reg No: FL# 56095 Reg No: FL956095 Reg No: FL# 56095 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-2014. TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/2/2017 Page 3 of 13 Project: Marina Isle ALF Title: Assisted Living Facility Type: Multi -Family WEA File: FL_ORLANDO_SANFORD_AIRPORT.tm3) Building End Uses 1) Proposed 2) Baseline Total 2,594.40 3,159.60 37,399 45,269 ELECTRICITY(Ml3tu/kWh/$) 2,594.40 3,159.60 760147 925742 37,399 45,269 AREA LIGHTS 445.90 599.30 130657 1.75600 6,428 8,587 MISC EQUIPMT 278.30 278.30 81529 81529 4,011 3,987 PUMPS & MISC 0.00 0.10 8 24 0 1 SPACE COOL 812.60 1,183.30 238093 346692 11,714 16,953 SPACE HEAT 146.20 498.70 42827 146125 2,107 7,146 VENTFANS 911.40 267033 13,138 Credits Applied: None Passing Criteria = 38478 Design (including any credits) = 37399 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 82.6% 599.90 175772 8,595 PASSES EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 4 of 13 Project: Marina Isle ALF Title: Assisted Living Facility 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 3 Canopies (freestanding, attached Yes 1.25 3,240.0 4,050 468 and Overhangs) Ext Light 5 Building facades (by linear foot) No 5.00 685.4 3,427 1,088 Tradable Surfaces: 468 (W) Allowance for Tradable: 2544 (W) PASSES All External Lighting: 1556 (W) Complicance check includes a excess/Base allowance of 600.00(W) Project: Marina Isle ALF Title: Assisted Living Facility 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 ance Typical Unit 16,001 Private Living Space 288 24 6 PASSES Kitchen 7 Food Service - Kitchen 1,848 4 1 PASSES Dining Room 8 Food Service - Leisure Dining 2,852 3 2 PASSES Lobby 12 Lobby (General) - Reception and 2,500 2 1 PASSES Waiting CORRIDOR 5 Corridor 3,024 2 2 PASSES GYM 9,003 Exercise Area (Gym) 1,280 2 1 PASSES Typical Unit 16,001 Private Living Space 288 124 31 PASSES Dining 9 Food Service - Bar/Lounge 840 1 1 PASSES Lobby 12 Lobby (General) - Reception and 1,350 1 1 PASSES Waiting CORRIDOR 5 Corridor 2,592 2 2 PASSES Typical Unit 16,001 Private Living Space 288 124 31 PASSES Lobby 12 Lobby (General) - Reception and 800 2 1 PASSES Waiting CORRIDOR 5 Corridor 2,592 2 2 PASSES Typical Unit 16,001 Private Living Space 288 124 31 PASSES Lobby 12 Lobby (General) - Reception and 800 2 1 PASSES Waiting CORRIDOR 5 Corridor 2,592 2 2 PASSES PASSES EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 5 of 13 Project: Marina Isle ALF Title: Assisted Living Facility Type: Multi -Family WEA File: FL_ORLANDO_SANFORD Al RPORT.tm3) System Report Compliance AHU/CU System I Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 18 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 13.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 14300 7.70 7.70 PASSES Heating Mode) Split System 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1600 0.60 0.82 PASSES System -Supply Constant Volume PTAC UNIT A/C Through the wall No. of Units AirConditioner Single Packa¢e 96 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Thru the 9000 14.00 12.00 PASSES Wall A/C < 30,000 Btu/h Single Package Heating System Electric Furnace 6000 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 300 0.60 0.82 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 6 of 13 Project: Marina Isle ALF Title: Assisted Living Facility Type: Multi -Family WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) Water Heater Compliance Description Type Design Min Category Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 98.00 0.93 PASSES PASSES Project: Marina Isle ALF Title: Assisted Living Facility 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] Domestic and Service Hot Water 2.00 False 105.00 0.28 2.00 1.00 PASSES Systems PASSES EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 7 of 13 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes NIA Exempt Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the building thermal envelope meets requirements. Insulation C402.2.1.1 Envelope High-albedo'roofs satisfy one of the following: 3-year-aged solar reflectance >= 0.55 and thermal emittance >= 0.75, 3-year-aged solar reflectance index >= 64.0, initial year solar reflectance >_ 0.70 and thermal emittance >= 0.75, or initial year solar Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides >60 0 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face. El Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for 0 special functions per the approved lighting plans and is automatically controlled and separated from general lighting. HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting Table C403.2.6 SYSTEM —SPECIFIC C403.3.1,C403.3.1.' Mechanical Air economizers provided where required, meet 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 C403.3.1,C403.4.1 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM —SPECIFIC C403.4.1.4 Mechanical Economizer operation will not increase heating El 11 El energy use during normal operation. SYSTEM C403.2.10.1 Mechanical HVAC fan systems at design conditions do notSPECIFIC exceed allowable fan system motor nameplate hp or fan system bhp. SYSTEM —SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits. SYSTEM —SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency 0 requirements. SYSTEM C403.2.3 Mechanical Centrifugal fan open -circuit cooling towers having El SPECIFIC combined rated capacity >= 1100 gpm meets minimum efficiency requirement: >=38.2 gpm/hp. Air Leakage C402.4.7 Envelope Vestibules are installed on all building entrances. Doors have self -closing devices. Insulation C402.2.6 Envelope Slab edge insulation depth/length. Slab insulation 0 extending away from building is covered by pavement or >= 10 inches of soil. Plan Review C103.2 Envelope Plans and/or specifications provide all information 11 with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 8 of 13 Plan Review Wattage Plan Review HVAC HVAC Plan Review Plan Review C 103.2 C405.6.2 C103.2 C403.2.5.1 C403.2.4.3 C 103.2 C 103.2 SYSTEM —SPECIFIC C403.4.5 SYSTEM —SPECIFIC C403.4.3.1 SYSTEM —SPECIFIC C403.4.3.2 SYSTEM —SPECIFIC C403.4.3.3.1 SYSTEM —SPECIFIC C408.2.2.2 SYSTEM —SPECIFIC C403.4.2 SYSTEM —SPECIFIC C403.4.2.1 SYSTEM —SPECIFIC C403.4.2.2 SYSTEM —SPECIFIC C403.4.5.4 SYSTEM —SPECIFIC C403.4.3.4 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 should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 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. 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 should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 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. Mechanical Each zone equipped with setback controls using automatic time clock or programmable control system. Mechanical Plans, specifications, and/or calculations provide 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 standards and handbooks. 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 manufacturer's sizing guide. Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used. Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband >=15 IF, 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 OF. Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements. Mechanical HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. Mechanical VAV fan motors >=7.5 hp to be driven by variable speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. Mechanical VAV fans have static pressure sensors positioned so setpoint <=1/3 total design pressure. Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. Mechanical Multiple zone HVAC systems have supply air temperature reset controls. Mechanical Hydronic systems greater than 300,000 Btu/h designed for variable fluid flow. M MINE EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 9 of 13 SYSTEM —SPECIFIC C403.4.3.4 SYSTEM —SPECIFIC C403.4.4 Plan Review Plan Review Air Leakage Air Leakage Air Leakage Air Leakage Air Leakage Fenestration Fenestration Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation C406 C402.3.2.2 Mechanical Temperature reset by representative building loads in pumping systems for chiller and boiler systems >300,000 Btu/h. Mechanical Fan systems with motors —7.5 hp associated 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. Project Plans, specifications, and/or calculations provide all information with which compliance can be determined for the additional energy efficiency package options. Envelope Skylights in office, storage, automotive service, manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. C402.4.1,C402.4.2 Envelope 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. C402.4.3,C402.4.4 Envelope Factory -built fenestration and doors are labeled as meeting air leakage requirements. C402.4.1.1 Envelope 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. C402.4.6 Envelope Weatherseals installed on all loading dock cargo doors. C402.4.8 Envelope Recessed luminaires in thermal envelope to limit infiltration and be IC rated and labeled. Seal between interior finish and luminaire housing. C303.1.3 Envelope Fenestration products rated in accordance with NFRC. C303.1.3 Envelope Fenestration products are certified as to performance labels or certificates provided. C303.2 Envelope Below -grade wall insulation installed per manufacturer's instructions. C303.2 Envelope Slab edge insulation installed per manufacturer's instructions. C403.2.7,C408.2.8,( Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. C402.4.2.1 Envelope Roof R-value. For some ceiling systems, verification may need to occur during Framing Inspection. C303.2 Envelope Roof insulation installed per manufacturer's 0 instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. C402.2.1 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. C303.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. C303.2 Envelope Floor insulation installed per manufacturer's instructions. C303.1 Envelope Building envelope insulation is labeled with 0 R-value or insulation certificate providing R-value and other relevant data. C303.2.1 Envelope Exterior insulation is protected from damage with 0 a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Builtlinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Builtlinq Performance Compliance Option 7/2/2017 Page 10 of 13 Insulation C402.2.1 Envelope Insulation intended to meet the roof insulation 11 requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting 0 installed in all buildings. Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50%. Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area lighting. Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at the main entry door that controls wired luminaires and switched receptacles. Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. 110 Controls C405.2.2.3 Interior Lighting Primary sidelighted areas are equipped with required lighting controls. Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors are equipped with required lighting controls. Controls C405.2.3 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp 0 configurations that are with 10 feet center to center (if recess mounted) or are within 1 foot edge to edge (if pendant or surface mounted) shall be tandem wired. Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC C403.2.4.5 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. Air Leakage C402.4.5.1 Envelope Stair and elevator shaft vents have motorized El dampers that automatically close. Air Leakage C402.4.5.2 Envelope 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. HVAC C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected from damage (due to sun, moisture, wind, etc.). HVAC C403.2.7 Mechanical HVAC ducts and plenums insulated. Where ducts 0 0 or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5. HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static pressure and location. HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means 0 for air balancing. HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use only 0 radiant heat. HVAC C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by a thermostat control. HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5 °F deadband. HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap restrictions. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 11 of 13 HVAC C403.2.4.3 Mechanical Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM —SPECIFIC C404.3 Mechanical Temperature controls installed on service water heating systems (110 IF for dwelling units and lavatories in public restrooms and 90 OF for other occupancies.) SYSTEM —SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically 11 switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC C404.2 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM —SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM —SPECIFIC C403.4.2 Mechanical VAV fan >= 7.5 hp are driven by mechanical or electrical variable speed drive, or driven by vane -axial with variable speed blades, or operate with motor demand <=30% design kW at 50% design flow - calculations required SYSTEM —SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Where piping El is installed in or under a slab, verification may need to occur during Foundation Inspection. SYSTEM —SPECIFIC C403.2.7.1.3 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems >10 hp to multiple chillers or boilers when others are shut down. SYSTEM —SPECIFIC C403.4.3.3.3 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM —SPECIFIC C403.4.6 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24/7 facility, water cooled systems reject 6 MMBtu, SHW load >=1 MMBtu. SYSTEM —SPECIFIC C403.4.7 Mechanical Hotss limited to: bypass El 1-1 240 50 240 kBtu/ h — 25% SYSTEM —SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM —SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. El SYSTEM —SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric 0 resistance heat from coming on when not needed. SYSTEM —SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature < 110°F. El SYSTEM —SPECIFIC C404.5 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC C404.5 Mechanical First 8 ft of outlet piping is insulated 0 SYSTEM —SPECIFIC C404.5 Mechanical All heat traced or externally heated piping insulated SYSTEM C404. 6 Mechanical Controls are installed that limit the operation of a SPECIFIC recirculationpump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC C404.7.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM C404. 7.3 Mechanical Vapor retardant pool covers are provided for SPECIFIC heatedpools and permanently installed spas. SYSTEM —SPECIFIC C404.7.2 Mechanical Time switches are installed on all pool heaters and pumps. Testing C408. 2.3.2 Mechanical HVAC control systems have been tested to El 0 ensure proper operation, calibration and adjustment of controls. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Builtlinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Builtlinq Performance Compliance Option 7/2/ 2017 Page 12 of 13 Mandatory Additional C406 Project Efficient HVAC performance, efficient lighting system, or on -site supply of renewable energy consistent with what is shown the approved plans. Insulation C402.2.8 Project Bottom surface of floor structures incorporating radiant heating insulated to > 13-3.5. 4 To be checked bylnspector`at Project Completion and Prior to Issuanceof Cetfic ate ofOccupancyµj.,, Post Construction C408.3 Exterior Lighting Lighting systems have been tested to ensure a proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure 0 proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted El 0 within 90 days of system acceptance. Post Construction C303.3,C408.2.5.2 Mechanical Furnished O&M manuals for HVAC systems 0 El within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered design professional or approved agency. Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of occupancy. Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure proper operation. Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 13 of 13 EnergyGauge Summit® v5.20 INPUT DATA REPORT Project Information Project Name: Marina Isle ALF Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Project Title: Assisted Living Facility Building Type: Multi -Family Address: 530 N. PALMETTO AVE Building Classification: New Finished building Enter Address here No.of Stories: 4 State: FL Zip: 32771 GrossArea: 51582 SF Owner: Marina Isle Assisted Living Facility Zones No Acronym Description Type Area Multiplier Total Area sf] sf] 1 I ST FLOOR FIRST FLOOR CONDITIONED 13232.0 1 13232.0 2 2ND FLOOR SECOND FLOOR CONDITIONED 13710.0 1 13710.0 3 3RD FLOOR FIRST FLOOR CONDITIONED 12320.0 1 12320.0 4 4TH FLOOR FOURTH FLOOR CONDITIONED 12320.0 1 12320.0 7/2/2017 EnergyGauge Summit® v5.20 1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN IN [ft] plier [sf] [cf] In Zone: 1ST FLOOR 1 Typical Unit UNITCI Private Living Space 24.00 12.00 10.00 6 1728.0 17280.0 2 Kitchen Zo 1 Sp4 Food Service - Kitchen 77.00 24.00 10.00 1 1848.0 18480.0 3 Dining Room Zo1Sp5 Food Service - Leisure 62.00 46.00 10.00 1 2852.0 28520.0 El Dining 4 Lobby ZolSp6 Lobby (General) - Reception 50.00 50.00 10.00 1 2500.0 25000.0 and Waiting 5 CORRIDOR Zo1Sp7 Corridor 14.00 216.00 10.00 1 3024.0 30240.0 6 GYM Zo1Sp9 Exercise Area (Gym) 40.00 32.00 10.00 1 1280.0 12800.0 In Zone: 2ND FLOOR 1 Typical Unit UNITCI Private Living Space 24.00 12.00 10.00 31 8928.0 89280.0 2 Dining Zo2Sp7 Food Service - Bar/Lounge 28.00 30.00 10.00 1 840.0 8400.0 3 Lobby Zo2Sp8 Lobby (General) - Reception 50.00 27.00 10.00 1 1350.0 13500.0 and Waiting 4 CORRIDOR ZolSp7 Corridor 12.00 216.00 10.00 1 2592.0 25920.0 In Zone: 3RD FLOOR 1 Typical Unit UNITCI Private Living Space 24.00 12.00 10.00 31 8928.0 89280.0 2 Lobby Zo3Sp8 Lobby (General) - Reception 40.00 20.00 10.00 1 800.0 8000.0 El and Waiting 3 CORRIDOR Zo1Sp7 Corridor 12.00 216.00 10.00 1 2592.0 25920.0 In Zone: 4TH FLOOR 1 Typical Unit UNIT C1 Private Living Space 24.00 12.00 10.00 31 8928.0 89280.0 2 Lobby Zo3Sp8 Lobby (General) - Reception 40.00 20.00 10.00 1 800.0 8000.0 and Waiting 3 CORRIDOR Zo 1 Sp7 Corridor 12.00 216.00 10.00 1 2592.0 25920.0 7/2/2017 EnergyGauge Summit® v5.20 2 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts Zone: 1ST FLOOR In Space: Typical Unit 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 In Space: Kitchen 1 Compact Fluorescent General Lighting 20 90 1800 Daylighting with 4 step 4 In Space: Dining Room 1 Compact Fluorescent General Lighting 16 90 1440 Programmable timer with 3 Daylighting On/Off In Space: Lobby 1 Compact Fluorescent General Lighting 10 90 900 Programmable timer with 2 Daylighting On/Off In Space: CORRIDOR 1 LEI) General Lighting 20 45 900 Manual Continuous 2 Dimming In Space: GYM 1 Compact Fluorescent General Lighting 8 90 720 Programmable timer with 2 Daylighting On/Off Zone: 2ND FLOOR In Space: Typical Unit l Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 In Space: Dining 1 Compact Fluorescent General Lighting 10 90 900 Programmable timer with 1 Daylighting On/Off In Space: Lobby 7/2/2017 EnergyGauge Summit® v5.20 3 I Compact Fluorescent General Lighting 10 90 900 Programmable timer with 1 Daylighting On/Off In Space: CORRIDOR 1 LED General Lighting 20 45 900 Manual Continuous 2 Dimming In Zone: 3RD FLOOR In Space: Typical Unit 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 In Space: Lobby 1 Compact Fluorescent General Lighting 8 38 304 Programmable timer with 2 Daylighting On/Off In Space: CORRIDOR 1 LED General Lighting 20 45 900 Manual Continuous 2 Dimming In Zone: 4TH FLOOR In Space: Typical Unit 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 El 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 In Space: Lobby 1 Compact Fluorescent General Lighting 8 38 304 Programmable timer with 2 Daylighting On/Off In Space: CORRIDOR 1 LED General Lighting 20 45 900 Manual Continuous 2 Dimming Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN [ft] plier [sfJ [Btu/hr. sf. F] Capacity [lb/cf] [h.sf.F/Btu] Btu/sf.F] In Zone: 1ST FLOOR 7/2/2017 EnergyGauge Summit® v5.20 4 I R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZo 1 Wa2 Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R1 1 Batt/5/8"Gyp 3 PrOZo IWa3 R-13 Wall 24.25 24.25 1 588.1 East 0.0769 13.0 4 PrOZo IWa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 In Zone: 2ND FLOOR 1 R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZoI Wag Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R1 1 Batt/5/8"Gyp 3 PrOZo IWa3 R-13 Wall 24.25 24.25 1 588.1 East 0.0769 13.0 4 PrOZo1Wa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 In Zone: 3RD FLOOR 1 R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZOI Wa2 Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R1 1 Batt/5/8"Gyp 3 PrOZoI Wa3 R-13 Wall 24.25 24.25 1 588.1 East 0.0769 13.0 4 PrOZo 1 Wa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 In Zone: 4TH FLOOR I R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZoI Wa2 Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R1 1 Batt/5/8"Gyp 3 PrOZo 1 Wa3 R-13 Wall 24.25 24.25 1 588.1 East 0.0769 13.0 4 PrOZo 1Wa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 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] [ft] A plier [sf] 7/2/201.7 EnergyGauge Summit@ v5.20 5 In Zone: 1ST FLOOR In Wall: EAST 1 PrOZo1Wa3Wil East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Wall: NORTH l Pr0Z4)2Wa1 Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: SOUTH 1 PrOZo 1 Wa2 Wi 1 South No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: WEST 1 PrOZo 1 Wa3 Wi 1 West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 El In Zone: 2ND FLOOR In Wall: EAST 1 PrMo1Wa3Wil East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 El In Wall: NORTH 1 PrMo2Wa1 Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 El In Wall: SOUTH 1 Pr0Zo1 Wa2Wi1 South No 0.4500 0.34 0.21 7.74 7.74 1 59.9 El In Wall: WEST 1 PrOZoIWa3WiI West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 El In Zone: 3RD FLOOR In Wall: EAST 1 PrMo1 Wa3 WU East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 El In Wall: NORTH 1 PrMo2Wa1 Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: SOUTH l PrMo1Wa2Wi1 South No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: WEST 1 PrMo 1 Wa3 Wi 1 West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 El In Zone: 4TH FLOOR In Wall: EAST l PrMo 1 Wa3 Wi 1 East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Wall: NORTH 1 Pr0Zo2Wa1 Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: SOUTH 1 PrMoMa2Wi1 South No 0.4500 0.34 0.21 16.42 16.42 1 269.6 El In Wall: WEST 1 PrOZoIWa3WiI West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 7/2/2017 EnergyGauge Summit® v5.20 6 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value IN [ft] plier sf] Btu/hr. sf. FJ [Ib/cf] [Btu/sf. F] h.sf.F/Btu] In Zone: 1ST FLOOR In Wall: NORTH 1 PrOZ02WalDrl Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 2.25) In Wall: SOUTH 1 PrOZo2WalDrl Solid core flush No 3.00 7.00 l 21.0 0.3504 0.00 0.00 2.85 2.25) Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier [sf] deg] Btu/hr. Sf. F] [Btu/sf. F] Ib/cf] h.sf.F/Btu] In Zone: 4TH FLOOR 1 PrOZo3Rfl Ply/3"Iso/1/2"WD 216.00 57.00 1 12312.0 0.00 0.0330 0.95 5.52 30.3 Deck/WD Truss/Gyp Br. R-30 Roof Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] A IN sf] M In Zone: In Roof: El Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN ft] plier IsfI Btu/hr. sf. F] [Btu/sf. F] jib/cf] h.sf.F/Btu] 7/2/2017 EnergyGauge Summit@ v5.20 In Zone: 1ST FLOOR 1 PrOZoIFll 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad In Zone: 2ND FLOOR 1 PrMo2Fll 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad In Zone: 3RD FLOOR 1 PrMo2F11 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad In Zone: 4TH FLOOR 1 PrMo2F11 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad Systems AHU/CU System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 18 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 48000.00 13.00 8.00 14300.00 7.70 1600.00 0.60 PTAC UNIT A/C Through the wall AirConditioner Single Package No. Of Units 96 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 9000.00 14.00 6000.00 1.00 300.00 0.60 7/2/2017 EnergyGauge Summit® v5.20 8 Plant Equipment Category Size Inst.No Eff. IPLV El Water Heaters W-Heater Description Capacit3Cap.Unit ILP Rt. Efficiency Loss 1 Electric water heater 30 [Gal] 5 [kW] 98.0000 [Ef] [Btu/h] -Ell 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 3 Canopies (freestanding, 26 18 3240.00 Astronomical Timer Coi 468.00 attached and Overhangs) 2 Ext Light 5 Building facades (by linear 34 32 685.40 Astronomical Timer Coi 1088.00 foot) Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness F] Btu-in/h.sLF] in] in] 1 Domestic and Service Hot Water Systems 105.00 0.28 2.00 2.00 No 7/2/2017 EnergyGauge Summit® v5.20 Fenestration Used Glass Name Glass Type No. of SHGC VLT Conductance Panes Btu/h.sf.F] ASHULSg1ClrAll User Defined 1 1.2500 0.8200 0.7600 Frm Window User Defined 1 0.4500 0.3400 0.2100 Apartment Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used [h.sf.FBtuj IN Btu/h.ft.Fl lb/cf] Btu/Ib.F] 187 MatII87 Y P OR PLAS No BOARD,1 /21N 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 271 Mat1271 2x4@24" oc + RI Batt No 10.4179 0.2917 0.0280 7.11 0.2000 279 Mat1279 Solid core flush (2.25") Yes 2.8537 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sLFl Btu/sf.F] lb/cfj h.sf.F/Btu] 1055 Metal siding/2x4@24"+RllBatt/5/8"Gyp No No 0.09 1.07 19.38 10.9 Layer Material Material Thickness Framing No. ft] Factor 1 4 Steel siding 0.0050 0.000 7/2/2017 EnergyGauge Summit@ v5.20 10 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct Btu/h.sf.F] Btu/sf.F] lb/cfj h.sLF/Btu] 1055 Metal siding/2x4@24"+R11Batt/5/8"Gyp No No 0.09 1.07 19.38 10.9 Layer Material Material Thickness Framing No. ft] Factor 2 271 2x4@24" oc + RI 1 Batt 0.2917 0.000 3 187 GYP OR PLAS BOARD, 1 /21N 0.0417 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct lBtu/h.sf.F] Btu/sf.F] lb/cfl h.sf.F/Btu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] lb/cfj [h.sf.F/Btu] 1058 Solid core flush (2.25) Layer Material Material No. 1 279 Solid core flush (2.25") No Yes 0.35 2.9 Thickness Framing IN Factor 0.000 7/2/2017 EnergyGauge Summit® v5.20 11 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h,,.sLF] [Btu/sf.F1 [lb/cf] [h.sLF/Btu] 1060 R-13 Wall Yes Yes 0.08 13.0 El No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sLF] [Btu/sf.F] [Ib/cfl [h.sLF/Btu] 1061 Ply/3"Iso/l/2"WD Deck/WD Truss/Gyp Br. Yes No 0.03 0.95 5.52 30.3 R-30 Roof IME 7/2/2017 EnergyGauge Summit® v5.20 12 HVAC Load alc lation Summary for Kitchen - 5T Split Project Name: MARINA ISLE ASSISTED 06/06/201 i Prepared by: rmv 10:52AN Air System Information Air System Name ............................ Kitchen - 5T Split Equipment Class ........................................ SPILT AHU Air System Type ............................................... SZCAV Zone CFM ....................... Sum of space airflow rates Space CFM ................... Individual peak space loads leTAw to ••'mr-MLIMM M Total coil load.......................................................... 4.4 Tons Total coil load .................................................:...... 53.4 MBH Sensible coil load .................................................. 40.8 MBH Coil CFM at Jul 1600............................................ 1819 CFM Max block CFM.................................................... 1819 CFM Sum of peak zone CFM....................................... 1819 CFM Sensible heat ratio .............................................. 0.764 ftZ/Ton.................................................................... 50.6 BTU/(hr-ftZ).......................................................... 237.1 Water flow @ 10.0 °F rise ...................................... N/A r. Max coil load ......................................................... 73.2 MBH Coil CFM at Des Htg............................................ 1819 CFM Max coil CFM....................................................... 1819 CFM Water flow @ 20.0 °F drop ..................................... N/A r' • iE.` Actual max CFM................................................... 1819 CFM Standard CFM...................................................... 1817 CFM Actual max CFM/ftZ............................................... 8.08 CFM/ftZ Outdoor Ventilation Air Data Design airflow CFM.............................................. 1819 CFM CFM/ftZ.................................................................. 8.08 CFM/ftZ Number of zones............................................................ 1 FloorArea................................................................ 225.0 ftZ Location ................................................ Sanford, Florida Calculation Months ......................................... Jan to Dec Sizing Data ..................................................... Calculated Load occurs at .................................................... Jul 1600 OADB/WB.....................................................91.5/76.9 F Entering DB / WB............................................ 91.5 / 76.9 F Leaving DB / WB............................................. 70.8 / 69.4 F Coil ADP.................................................................... 68.5 F Bypass Factor.......................................................... 0.100 Resulting RH................................................................ 82 Design supply temp ................................................... 58.0 F Zone T-stat Check .................................................. 1 of 1 OK Max zone temperature deviation ................................. 0.0 F Load occurs at .................................................... Des Htg BTU/(hr-ftZ).............................................................. 325.3 Ent. DB / Lvg DB............................................. 34.0 / 71.3 °F Fan motor BHP .......................................................... 0.00 BHP Fanmotor kW............................................................ 0.00 kW Fanstatic................................................................... 0.00 in wg CFM/person........................................................... 454.75 CFM/person rly Analysis Program v.4.4 Page 1 of 1 HVG Load Calculations Summary for Resident Unit PTAC Project Name: MARINA ISLE ASSISTED 06/06/2017 Prepared by: rmv 10:22AM Air System Information Air System Name ............................... Resident PTAC Equipment Class ........................................ PKG VERT Air System Type ............................................... SZCAV Zone CFM ....................... Sum of space airflow, rates Space CFM ................... Individual peak space loads Totalcoil load.......................................................... 0.6 Total coil load.......................................................... 7.2 Sensible coil load .................................................... 5.6 Coil CFM at Jul 1400.............................................. 265 Max block CFM...................................................... 265 Sum of peak zone CFM......................................... 265 Sensible heat ratio .............................................. 0.776 ft2/ Ton.................................................................. 473.8 BTU/( hr-ft2)............................................................ 25.3 Water flow @ 10.0 °F rise ...................................... N/A Numberof zones............................................................ 1 Floor Area................................................................ 283.0 ft2 Location ................................................ Sanford, Florida Calculation Months ......................................... Jan to Dec Sizing Data ..................................................... Calculated Tons Load occurs at .................................................... Jul 1400 MBH OA DB / WB..................................................... 91.5 / 76.9 F MBH Entering DB / WB............................................ 79.0 / 67.1 F CFM Leaving DB / WB............................................. 59.6 / 58.5 F CFMCoil ADP.................................................................... 57.4 F CFM Bypass Factor.......................................................... 0.100 ResultingRH................................................................ 54 Design supply temp ................................................... 58.0 F Zone T-stat Check .................................................. 1 of 1 OK Max zone temperature deviation ................................. 0.0 F Max coil load........................................................... 4.6 MBH Coil CFM at Des Htg.............................................. 265 CFM Max coil CFM......................................................... 265 CFM Water flow @ 20.0 °F drop ..................................... N/A Actual max CFM..................................................... 265 CFM Standard CFM........................................................ 265 CFM Actual max CFM/ft2............................................... 0.94 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM.................................................. 50 CFM CFM/ ft2.................................................................. 0.18 CFM/ft2 Load occurs at .................................................... Des Htg BTU/( hr-ft2)................................................................ 16.1 Ent. DB / Lvg DB............................................. 63.0178.9 °F Fan motor BHP .......................................................... 0.00 BHP Fan motor kW............................................................ 0.00 kW Fanstatic................................................................... 0.00 in wg CFM/ person............................................................. 50.00 CFM/person Hourly Analysis Program v.4.4 Page 1 of 1 V C Load Calculations Summary for Dining Lobby Corridor 20T Split Project Name: MARINA ISLE ASSISTED 06/06/2017 Prepared by: rmv 12:02PM Air System Information Air System Name ... Dining Lobby Corridor 20T Split Equipment Class ........................................ SPILT AHU Air System Type ............................................... SZCAV Zone CFM ....................... Sum of space airflow rates Space CFM ................... Individual peak space loads Total coil load ........................................................ 17.0 Total coil load ...................................................... 204.2 Sensible coil load ................................................ 127.0 Coil CFM at Jul 1500............................................ 4814 Max block CFM.................................................... 4814 Sum of peak zone CFM....................................... 4814 Sensible heat ratio .............................................. 0.622 ft2/Ton.................................................................. 314.5 BTU/(hr-ft2)............................................................ 38.2 Water flow @ 10.0 OF rise ...................................... N/A Numberof zones............................................................ 1 Floor Area.............................................................. 5352.0 ft2 Location ................................................ Sanford, Florida Calculation Months ......................................... Jan to Dec Sizing Data ..................................................... Calculated Tons Load occurs at .................................................... Jul 1500 MBH OA DB / WB..................................................... 92.0 / 77.0 OF MBH Entering DB / WB............................................ 83.7 / 71.1 OF CFM Leaving DB / WB............................................. 59.2 / 58.2 OF CFM Coil ADP.................................................................... 56.5 F CFM Bypass Factor.......................................................... 0.100 ResultingRH................................................................ 56 Design supply temp ................................................... 58.0 OF Zone T-stat Check .................................................. 1 of 1 OK Max zone temperature deviation ................................. 0.0 OF Max coil load ....................................................... 101.1 MBH Coil CFM at Des Htg............................................ 4814 CFM Max coil CFM....................................................... 4814 CFM Water flow @ 20.0 OF drop ..................................... N/A LE3933= Actual max CFM................................................... 4814 CFM Standard CFM...................................................... 4807 CFM Actual max CFM/ft2............................................... 0.90 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM.............................................. 2282 CFM CFM/ft2.................................................................. 0.43 CFM/ft2 Load occurs at .................................................... Des Htg BTU/(hr-ft2)................................................................ 18.9 Ent. DB / Lvg DB............................................. 52.9 / 72.4 OF Fanmotor BHP .......................................................... 0.00 BHP Fan motor kW............................................................ 0.00 kW Fanstatic................................................................... 0.00 in wg CFM/person............................................................. 19.85 CFM/person Hourly Analysis Program v.4.4 Page 1 of 1 EnergyGauge Summit® Fla/Com-201`5, Effe( 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-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/2/2017 Page 1 of 13 PROJECT SUMMARY Short Desc: Marina Isle ALF Description: Assisted Living Facility Owner: Marina Isle Assisted Living Facility Addressl: 530 N. PALMETTO AVE City: SANFORD Address2: Enter Address here State: FL Zip: 32771 Type: Multi -Family Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 51582 SF Conditioned & UnConditioned Area: 51582 SF No of Stories: 4 Area entered from Plans 53864 SF Permit No: 0 Max Tonnage 4 If different, write in: Compliance Summary Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SY-ST-EVI PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design 37,399.0 Result 38,478.0 PASSED PASSES PASSES PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 2 of 13 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Sam N. Ahmad Building Official: Date: Date: certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Champion Development Groul Date If Required by Florida law, I hereby certify (*) that the system design is in compliance with th'6 Pj&ida• Efficiency Codes Architect: Andrew Sechler Reg No FL# AR00116658 a Electrical Designer: Nawwaf Ahmad Reg No o FL#,A&95 V Lighting Designer: Nawwaf Ahmad Reg, FL# Mechanical Designer: Nawwaf Ahmad Reg Nor FL'#56095 1: Plumbing Designer: Nawwaf Ahmad Reg'No FL# 56095; 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,mforri ation is contained on signed/sealed plans. NF Q' ••, CE • Sy•., 9 o. 560g5 z p STATE OFO • AIA Energy, . EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 3 of 13 1 Project: Marina Isle ALF Title: Assisted Living Facility Type: Multi -Family WEA File: FL_0RLAND0_SANF0RD_AIRP0RT.tm3) Building End Uses 1) Proposed 2) Baseline Total 2,594.40 3,159.60 37,399 45,269 ELECTRICITY(MBtulkWhl$) 2,594.40 3,159.60 760147 925742 37,399 45,269 AREA LIGHTS 445.90 599.30 130657 175600 6,428 8,587 MISC EQUIPIMT 278.30 278.30 81529 81529 4,011 3,987 PUMPS & MISC 0.00 0.10 8 24 0 1 SPACE COOL 812.60 1,183.30 238093 346692 11, 714 16, 953 SPACE HEAT 146.20 498.70 42827 146125 2,107 7,146 VENT FANS 911.40 599.90 267033 175772 13,138 8,595 Credits Applied: None PASSES Passing Criteria = 38478 Design (including any credits) = 37399 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 82.6% EnergyGauge Summit® FlalCom-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliance Option 7/2/2017 Page 4 of 13 Project: Marina Isle ALF Title: Assisted Living Facility 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 3 Canopies (freestanding, attached Yes 1.25 3,240.0 4,050 468 and Overhangs) Ext Light 5 Building facades (by linear foot) No 5.00 685.4 3,427 1,088 Tradable Surfaces: 468 (W) Allowance for Tradable: 2544 (W) PASSES All External Lighting: 1556 (W) Complicance check includes a excess/Base allowance of 600.00(W) Project: Marina Isle ALF Title: Assisted Living Facility 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 ance Typical Unit 16,001 Private Living Space 288 24 6 PASSES Kitchen 7 Food Service - Kitchen 1,848 4 1 PASSES Dining Room 8 Food Service - Leisure Dining 2,852 3 2 PASSES Lobby 12 Lobby (General) - Reception and 2,500 2 1 PASSES Waiting CORRIDOR 5 Corridor 3,024 2 2 PASSES GYM 9,003 Exercise Area (Gym) 1,280 2 1 PASSES Typical Unit 16,001 Private Living Space 288 124 31 PASSES Dining 9 Food Service - Bar/Lounge 840 1 1 PASSES Lobby 12 Lobby (General) - Reception and 1,350 1 1 PASSES Waiting CORRIDOR 5 Corridor 2,592 2 2 PASSES Typical Unit 16,001 Private Living Space 288 124 31 PASSES Lobby 12 Lobby (General) - Reception and 800 2 1 PASSES Waiting CORRIDOR 5 Corridor 2,592 2 2 PASSES Typical Unit 16,001 Private Living Space 288 124 31 PASSES Lobby 12 Lobby (General) - Reception and 800 2 1 PASSES Waiting CORRIDOR 5 Corridor 2,592 2 2 PASSES PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 5 of 13 Project: Marina Isle ALF Title: Assisted Living Facility Type: Multi -Family WEA File: FL_ ORLANDO_SANFORD AIRPORT.tm3) System Report Compliance AHU/CU System 1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 18 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 13.00 13.00 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Heat Pumps Air Cooled 14300 7.70 7.70 PASSES Heating Mode) Split System 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 1600 0.60 0.82 PASSES System -Supply Constant Volume PTAC UNIT A/C Through the wall No. of Units AirConditioner Single Packaue 96 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Thru the 9000 14.00 12.00 PASSES Wall A/C < 30,000 Btu/h Single Package Heating System Electric Furnace 6000 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 300 0.60 0.82 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 6 of 13 Project: Marina Isle ALF Title: Assisted Living Facility Type: Multi -Family WEA File: FL_ORLANDO_SANFORD AIRPORT.tm3) Water Heater Compliance Description Type Category Design Min Eff Eff Design Max Comp Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 98.00 0.93 PASSES PASSES Project: Marina Isle ALF Title: Assisted Living Facility 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] Domestic and Service Hot Water 2.00 False 105.00 0.28 2.00 1.00 PASSES Systems PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 7 of 13 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Exempt Fenestration C402.2.7 Envelope U-factor of opaque doors associated with the 130 building thermal envelope meets requirements. Insulation C402.2.1.1 Envelope High-albedo roofs satisfy one of the following: 3-year-aged solar reflectance — 0.55 and thermal emittance — 0.75, 3-year-aged solar reflectance index — 64.0, initial year solar reflectance >_ 0.70 and thermal emittance — 0.75, or initial year solar Wattage C405.6 Exterior Lighting Exterior grounds lighting over 100 W provides >60 Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Wattage C405.4 Interior Lighting Exit signs do not exceed 5 watts per face. 11 Wattage C405.2.3 Interior Lighting Additional interior lighting power allowed for special functions per the approved lighting plans and is automatically controlled and separated from general lighting. HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting Table C403.2.6 SYSTEM —SPECIFIC C403.3.1,C403.3.1.' Mechanical Air economizers provided where required, meet 0 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 C403.3.1,C403.4.1 Mechanical Water economizers provided where required, meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM —SPECIFIC C403.4.1.4 Mechanical Economizer operation will not increase heating energy use during normal operation. SYSTEM —SPECIFIC C403.2.10.1 Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. J 1S I a-V—SF-ECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits. SYSTEM —SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency El requirements. SYSTEM_SP_EGIFI.0 C403.2.3 Mechanical Centrifugal fan open -circuit cooling towers having combined rated capacity — 1100 gpm meets minimum efficiency requirement: > 38.2 gpm/hp. Air Leakage C402.4.7 Envelope Vestibules are installed on all building entrances. Doors have self -closing devices. Insulation C402.2.6 Envelope Slab edge insulation depth/length. Slab insulation 11 extending away from building is covered by pavement or — 10 inches of soil. Plan Review C103.2 Envelope Plans and/or specifications provide all information 0 with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 8 of 13 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 should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Wattage C405.6.2 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 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 should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. HVAC C403.2.5.1 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. HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using automatic time clock or programmable control system. Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide 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 standards and handbooks. Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide El 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 manufacturer's sizing guide. SYSTEM —SPECIFIC C403.4.5 Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC C403.4.3.1 Mechanical Three -pipe hydronic systems using a common return for hot and chilled water are not used. SYSTEM —SPECIFIC C403.4.3.2 Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband > 15 OF, 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 OF. SYSTEM C403.4.3.3.1 Mechanical Hydronic heat pump systems connected to a 0 SPECIFIC common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC C408.2.2.2 Mechanical HVAC hydronic heating and cooling coils have 0 means to balance and have pressure test connections. SYSTEM —SPECIFIC C403.4.2 Mechanical VAV fan motors —7.5 hp to be driven by variable speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM —SPECIFIC C403.4.2.1 Mechanical VAV fans have static pressure sensors positioned so setpoint —1/3 total design pressure. SYSTEM C403.4.2.2 Mechanical Reset static pressure setpoint for DDC controlled 11 110SPECIFIC VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM —SPECIFIC C403.4.5.4 Mechanical Multiple zone HVAC systems have supply air temperature reset controls. SYSTEM C403.4.3.4 Mechanical Hydronic systems greater than 300,000 Btu/h 0 1-1SPECIFIC designed for variable fluid flow. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 9 of 13 SYSTEM —SPECIFIC C403.4.3.4 SYSTEM —SPECIFIC C403.4.4 Plan Review Plan Review Air Leakage Air Leakage Air Leakage Air Leakage Air Leakage Fenestration Fenestration Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation Insulation C406 C402.3.2.2 Mechanical Temperature reset by representative building loads in pumping systems for chiller and boiler systems >300,000 Btu/h. Mechanical Fan systems with motors —7.5 hp associated 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. Project Plans, specifications, and/or calculations provide all information with which compliance can be determined for the additional energy efficiency package options. Envelope Skylights in office, storage, automotive service, manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. C402.4.1,C402.4.2 Envelope 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. C402.4.3,C402.4.4 Envelope Factory -built fenestration and doors are labeled as meeting air leakage requirements. C402.4.1.1 Envelope 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. C402.4.6 Envelope Weatherseals installed on all loading dock cargo doors. C402.4.8 Envelope Recessed luminaires in thermal envelope to limit infiltration and be IC rated and labeled. Seal between interior finish and luminaire housing. C303.1.3 Envelope Fenestration products rated in accordance with NFRC. C303.1.3 Envelope Fenestration products are certified as to performance labels or certificates provided. C303.2 Envelope Below -grade wall insulation installed per manufacturer's instructions. C303.2 Envelope Slab edge insulation installed per manufacturer's instructions. C403.2.7,C408.2.8,( Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. C402.4.2.1 Envelope Roof R-value. For some ceiling systems, verification may need to occur during Framing Inspection. C303.2 Envelope Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is < 3 in 12. C402.2.1 Envelope Skylight curbs are insulated to the level of roofs with insulation above deck or R-5. C303.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. C303.2 Envelope Floor insulation installed per manufacturer's instructions. C303.1 Envelope Building envelope insulation is labeled with 0 El R-value or insulation certificate providing R-value and other relevant data. C303.2.1 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 10 of 13 Insulation C402.2.1 Envelope 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. Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting 11 installed. Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting El installed in all buildings. Controls C405.2.1.1 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50%. Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual controls that control the lights independent of general area lighting. Controls C405.2.3 Interior Lighting Sleeping units have at least one master switch at the main entry door that controls wired luminaires and switched receptacles. Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. Controls C405.2.2.3 Interior Lighting Primary sidelighted areas are equipped with required lighting controls. Controls C405.2.2.3 Interior Lighting Enclosed spaces with daylight area under skylights and rooftop monitors are equipped with required lighting controls. Controls C405.2.3 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp 0 configurations that are with 10 feet center to center (if recess mounted) or are within 1 foot edge to edge (if pendant or surface mounted) shall be tandem wired. Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is 11 consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC C403.2.4.5 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. El Air Leakage C402.4.5.1 Envelope Stair and elevator shaft vents have motorized dampers that automatically close. Air Leakage C402.4.5.2 Envelope 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. HVAC C403.2.8.1 Mechanical Piping Insulation exposed to weather is protected from damage (due to sun, moisture, wind, etc.). HVAC C403.2.7 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC C403.2.8 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation — R-3.5. HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static 0 pressure and location. HVAC C408.2.2.1 Mechanical Air outlets and zone terminal devices have means 0 11 for air balancing. HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC C403.2.4.1 Mechanical Heating and cooling to each zone is controlled by 110 a thermostat control. HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5 °F deadband. HVAC C403.2.4.2 Mechanical Temperature controls have setpoint overlap restrictions. EnergyGauge SummitD Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 11 of 13 HVAC C403.2.4.3 Mechanical Automatic Controls: Setback to 55°F (heat) and 85°F (cool); 7-day clock, 2-hour occupant override, 10-hour backup SYSTEM —SPECIFIC C404.3 Mechanical Temperature controls installed on service water heating systems (110 OF for dwelling units and lavatories in public restrooms and 90 OF for other occupancies.) SYSTEM —SPECIFIC C404.4 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC C404.2 Mechanical Heat traps installed on non -circulating storage water tanks. SYSTEM —SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. 0 labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM —SPECIFIC C403.4.2 Mechanical VAV fan — 7.5 hp are driven by mechanical or electrical variable speed drive, or driven by vane -axial with variable speed blades, or operate with motor demand < 30% design kW at 50% design flow - calculations required SYSTEM —SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Where piping El is installed in or under a slab, verification may need to occur during Foundation Inspection. SYSTEM —SPECIFIC C403.2.7.1.3 Mechanical Ductwork operating >3 in. water column requires air leakage testing. SYSTEM —SPECIFIC C403.4.3.5 Mechanical Reduce flow in pumping systems >10 hp to multiple chillers or boilers when others are shut down. SYSTEM—SPECIFiC C403.4.3.3.3 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM —SPECIFIC C403.4.6 Mechanical Condenser heat recovery system that can heat water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24/7 facility, water cooled systems reject 6 MMBtu, SHW load > 1 MMBtu. SYSTEM —SPECIFIC C403.4.7 Mechanical Hot gas bypass limited to: 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM —SPECIFIC C403.2.4.2 Mechanical Heating and cooling to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM —SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. 0 SYSTEM —SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric 0 resistance heat from coming on when not needed. SYSTEM —SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature < 110°F. SYSTEM —SPECIFIC C404.5 Mechanical All piping in circulating system insulated SYSTEM —SPECIFIC C404.5 Mechanical First 8 ft of outlet piping is insulated SYSTEM —SPECIFIC C404.5 Mechanical Allheattraced or externally heated piping 11 insulated SYSTEM—SPECIFIC C404.6 Mechanical Controls are installed that limit the operation of a recirculation pump installed to maintain temperature of a storage tank. SYSTEM —SPECIFIC C404.7.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC C404.7.3 Mechanical Vapor retardant pool covers are provided for heated pools and permanently installed spas. SYSTEM —SPECIFIC C404.7.2 Mechanical Time switches are installed on all pool heaters 0 and pumps. Testing C408.2.3.2 Mechanical HVAC control systems have been tested to 0 ensure proper operation, calibration and adjustment of controls. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 12 of 13 Mandatory Additional C406 Project Efficient HVAC performance, efficient lighting system, or on -site supply of renewable energy consistent with what is shown the approved plans. Insulation C402.2.8 Project Bottom surface of floor structures incorporating radiant heating insulated to > R-3.5. 4 Tobechecked by InspectolratProjlect CompletionandPrior tolssua'nce of Post Construction C408.3 Exterior Lighting Lighting systems have been tested to ensure H.. proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power systems within 30 days of system acceptance. Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. Post Construction C408.3 Interior Lighting Lighting systems have been tested to ensure 0 proper calibration, adjustment, programming, and operation. Post Construction C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted within 90 days of system acceptance. Post Construction C303.3,C408.2.5.2 Mechanical Furnished 0&M manuals for HVAC systems within 90 days of system acceptance. Post Construction C408.2.5.3 Mechanical An air and/or hydronic system balancing report is 0 provided for HVAC systems. Post Construction C408.2.1 Mechanical Commissioning plan developed by registered 0 El design professional or approved agency. Post Construction C408.2.4 Mechanical Preliminary commissioning report completed and certified by registered design professional or approved agency. Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of occupancy. Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure proper operation. Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper operation. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software, Effective Date: June 30, 2015 Florida Buildinq Code, Fifth Edition (2014) - Energy Conservation IECC 2012 - Total Buildinq Performance Compliance Option 7/2/2017 Page 13 of 13 EnergyGauge Summit® v5.20 INPUT DATA REPORT Proiect Information Project Name: Marina Isle ALF Orientation: 0 Deg Clockwise. Walls & Windows will be rotated accordingly Project Title: Assisted Living Facility Building Type: Multi -Family Address: 530 N. PALMETTO AVE Building Classification: New Finished building Enter Address here State: FL No.of Stories: 4 Zip: 32771 GrossArea: 51582 SF Owner: Marina Isle Assisted Living Facility Zones No Acronym Description Type Area Multiplier Total Area st1 Isfl 1 1 ST FLOOR FIRST FLOOR CONDITIONED 13232.0 1 13232.0 2 2ND FLOOR SECOND FLOOR CONDITIONED 13710.0 1 13710.0 3 3RD FLOOR FIRST FLOOR CONDITIONED 12320.0 1 12320.0 4 4TH FLOOR FOURTH FLOOR CONDITIONED 12320.0 1 12320.0 7/2/2017 EnergyGauge Summit@ v5.20 1 No Acronym Description Spaces Type Depth Width Height Multi Total Area Total Volume IN IN [ftl plier [sf] [cfj In Zone: 1ST FLOOR l Typical Unit UNIT C1 Private Living Space 24.00 12.00 10.00 6 1728.0 17280.0 2 Kitchen Zol Sp4 Food Service - Kitchen 77.00 24.00 10.00 1 1848.0 18480.0 3 Dining Room Zo1Sp5 Food Service - Leisure 62.00 46.00 10.00 1 2852.0 28520.0 Dining 4 Lobby Zo1Sp6 Lobby (General) - Reception 50.00 50.00 10.00 1 2500.0 25000.0 and Waiting 5 CORRIDOR Zo1Sp7 Corridor 14.00 216.00 10.00 1 3024.0 30240.0 6 GYM Zo 1 Sp9 Exercise Area (Gym) 40.00 32.00 10.00 1 1280.0 12800.0 In Zone: 2ND FLOOR 1 Typical Unit UNIT C1 Private Living Space 24.00 12.00 10.00 31 8928.0 89280.0 2 Dining Zo2Sp7 Food Service - Bar/Lounge 28.00 30.00 10.00 1 840.0 8400.0 3 Lobby Zo2Sp8 Lobby (General) - Reception 50.00 27.00 10.00 1 1350.0 13500.0 and Waiting 4 CORRIDOR Zo1Sp7 Corridor 12.00 216.00 10.00 1 2592.0 25920.0 In Zone: 3RD FLOOR 1 Typical Unit UNIT C1 Private Living Space 24.00 12.00 10.00 31 8928.0 89280.0 2 Lobby Zo3Sp8 Lobby (General) - Reception 40.00 20.00 10.00 1 800.0 8000.0 EJ and Waiting 3 CORRIDOR Zo1Sp7 Corridor 12.00 216.00 10.00 1 2592.0 25920.0 Q In Zone: 4TH FLOOR 1 Typical Unit UNIT C1 Private Living Space 24.00 12.00 10.00 31 8928.0 89280.0 El 2 Lobby Zo3Sp8 Lobby (General) - Reception 40.00 20.00 10.00 1 800.0 8000.0 and Waiting 3 CORRIDOR Zol Sp7 Corridor 12.00 216.00 10.00 1 2592.0 25920.0 7/2/2017 EnergyGauge Summit® v5.20 2 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [Wi Ctrl pts In Zone: 1ST FLOOR In Space: Typical Unit 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 El In Space: Kitchen 1 Compact Fluorescent General Lighting 20 90 1800 Daylighting with 4 step 4 In Space: Dining Room 1 Compact Fluorescent General Lighting 16 90 1440 Programmable timer with 3 Daylighting On/Off In Space: Lobby 1 Compact Fluorescent General Lighting 10 90 900 Programmable timer with 2 Daylighting On/Off In Space: CORRIDOR 1 LED General Lighting 20 45 900 Manual Continuous 2 Dimming In Space: GYM 1 Compact Fluorescent General Lighting 8 90 720 Programmable timer with 2 Daylighting On/Off In Zone: 2ND FLOOR In Space: Typical Unit 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 In Space: Dining 1 Compact Fluorescent General Lighting 10 90 900 Programmable timer with 1 Daylighting On/Off In Space: 7/2/2017 EnergyGauge Summit® v5.20 3 I Compact Fluorescent General Lighting 10 90 900 Programmable timer with 1 Daylighting On/Off In Space: CORRIDOR 1 LED General Lighting 20 45 900 Manual Continuous 2 El Dimming Zone: 3RD FLOOR In Space: Typical Unit 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 In Space: Lobby 1 Compact Fluorescent General Lighting 8 38 304 Programmable timer with 2 Daylighting On/Off In Space: CORRIDOR 1 LED General Lighting 20 45 900 Manual Continuous 2 Dimming Zone: 4TH FLOOR In Space: Typical Unit 1 Compact Fluorescent General Lighting 1 150 150 Manual On/Off 1 2 Compact Fluorescent General Lighting 1 50 50 Manual On/Off 1 3 Compact Fluorescent General Lighting 2 26 52 Manual On/Off 1 4 Incandescent General Lighting 1 40 40 Manual On/Off 1 In Space: Lobby 1 Compact Fluorescent General Lighting 8 38 304 Programmable timer with 2 Daylighting On/Off In Space: CORRIDOR 1 LED General Lighting 20 45 900 Manual Continuous 2 Dimming Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN [ft] plier [sfl [Btu/hr. sf. F] Capacity [Ib/cf] [h.sf.F/Btu] Btu/sf.F] In Zone: I ST FLOOR 7/2/2017 EnergyGauge Summit® v5.20 4 I R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZoIWa2 Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R1 l Batt/5/8"Gyp 3 PrOZoIWa3 R-13 Wall 24.25 24.25 1 588.1 East 0.0769 13.0 4 PrOZo1Wa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 In Zone: 2ND FLOOR 1 R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZo 1 Wa2 Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R1 1 Batt/5/8"Gyp 3 PrOZoI Wa3 R-13 Wall 24.25 24.25 1 588.1 East 0.0769 13.0 4 PrOZoIWa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 In Zone: 3RD FLOOR I R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZol Wa2 Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+Rl I Batt/5/8"Gyp 3 PrOZoIWa3 R-13 Wall 24.25 24.25 l 588.1 East 0.0769 13.0 4 PrOZoI Wa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 In Zone: 4TH FLOOR 1 R-13 WALL R-13 Wall 42.16 42.16 1 1777.5 North 0.0769 13.0 2 PrOZOI Wa2 Metal 42.16 42.16 1 1777.5 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+Rl 1 Batt/5/8"Gyp 3 PrOZoIWa3 R-13 Wall 24.25 24.25 1 588.1 East 0.0769 13.0 4 PrOZo1Wa3 R-13 Wall 24.25 24.25 1 588.1 West 0.0769 13.0 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 [ft] plier [S f1 7/2/2017 EnergyGauge Summit® v5.20 5 In Zone: I ST FLOOR In Wall: EAST 1 PrOZo 1 Wa3 Wi 1 East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 El In Wall: NORTH 1 PrMo2Wa1Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: SOUTH 1 PrMo1Wa2Wil South No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: WEST 1 PrMo1Wa3Wil West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Zone: 2ND FLOOR In Wall: EAST 1 PrVo1Wa3Wil East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Wall: NORTH 1 PrMo2Wa1 Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: SOUTH 1 PrMo1Wa2Wil South No 0.4500 0.34 0.21 7.74 7.74 1 59.9 In Wall: WEST 1 PrMo1Wa3Wil West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Zone: 3RD FLOOR In Wall: EAST 1 PrOZo 1 Wa3 Wi 1 East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Wall: NORTH 1 PrMo2Wal Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: SOUTH 1 PrVo1Wa2Wil South No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: WEST 1 PrOZo1Wa3Wi1 West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Zone: 4TH FLOOR In Wall: EAST 1 PrOZo1Wa3WiI East No 1.2500 0.82 0.76 7.74 7.74 1 59.9 In Wall: NORTH 1 PrMo2Wa1 Wil North No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: SOUTH 1 PrMoI Wa2Wil South No 0.4500 0.34 0.21 16.42 16.42 1 269.6 In Wall: WEST 1 PrMo1Wa3Wil West No 1.2500 0.82 0.76 7.74 7.74 1 59.9 7/2/2017 EnergyGauge Summit@ v5.20 6 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value ft] [ft] plier sf] Btu/hr. sf. F] [Ib/cf] [Btu/sf. F] h.sf.F/Btu] In Zone: 1ST FLOOR In Wall: NORTH 1 PrOZo2Via l Dr Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 2. 25) In Wall: SOUTH 1 Pr0Zo2Wa1Drl Solid core flush No 3.00 7.00 1 21.0 0.3504 0.00 0.00 2.85 2. 25) Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ft] IN plier [sf] deg] Btu/hr. Sf. F1 [Btu/sf. F] lb/cf] h.sf.F/Btu] In Zone: 4TH FLOOR 1 PrOZo3Rf1 Ply/3"Iso/1/2"WD 216.00 57.00 1 12312.0 0.00 0.0330 0.95 5.52 30.3 Deck/ WD Truss/Gyp Br. R-30 Roof Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/ hr sf F1 IN IN Sf] Sf] In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN ft] plier [sf] Btu/hr. sf. F] [Btu/sf. F1 [lb/cf] h.sf.F/Btu] 7/ 2/2017 EnergyGauge Summit® v5.20 In Zone: IST FLOOR 1 PrO offll 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad In Zone: 2ND FLOOR 1 PrOZoMl 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 0 floor, carpet and rubber pad In Zone: 3RD FLOOR 1 PrOZoNll 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 0 floor, carpet and rubber pad In Zone: 4TH FLOOR 1 PrOZoNll 1 ft. soil, concrete 216.00 57.00 1 12312.0 0.2681 34.00 113.33 3.73 0 floor, carpet and rubber pad Systems AHU/CU System 1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 18 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 48000.00 13.00 8.00 14300.00 7.70 1600.00 0.60 PTAC UNIT A/C Through the wall AirConditioner Single Package No. Of Units 96 Component Category Capacity Efficiency IPLV 1 2 3 Cooling System Heating System Air Handling System -Supply 9000.00 14.00 6000.00 1.00 300.00 0.60 7/2/2017 EnergyGauge Summit® v5.20 8 Plant Equipment Category Size Inst.No Eff. IPLV El Water Heaters W-Heater Description Capacit3Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 30 [Gal] 5 [kW] 98.0000 [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 3 Canopies (freestanding, 26 18 3240.00 Astronomical Timer Coj 468.00 attached and Overhangs) 2 Ext Light 5 Building facades (by linear 34 32 685.40 Astronomical Timer Coi 1088.00 foot) Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness F] Btu-in/h.sf.F] in] in] 1 Domestic and Service Hot Water Systems 105.00 0.28 2.00 2.00 No 7/2/2017 EnergyGauge Summit® v5.20 Fenestration Used Name Glass Type No. of Glass SHGC VLT Conductance Panes Btu/h.sf.F] ASHULSg1C1rAll User Defined 1 1.2500 0.8200 0.7600 Frm Window User Defined 1 0.4500 0.3400 0.2100 Apartment Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used [h.sf.F/Btu] [ft] Btu/h.ft.F] lb/cf] Btu/Ib.F] 187 MatII87 G Y P OR PLAS No BOARD, 1 /21N 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 271 Mat1271 2x4@24" oc + RI 1 Batt No 10.4179 0.2917 0.0280 7.11 0.2000 279 Mat1279 Solid core flush (2.25") Yes 2.8537 Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] lb/cf] h.sf.F/Btu] 1055 Metal siding/2x4@24"+R11Batt/5/8"Gyp No No 0.09 1.07 19.38 10.9 Layer Material Material Thickness Framing No. IN Factor 1 4 Steel siding 0.0050 0.000 7/2/2017 EnergyGauge Summit® v5.20 10 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf[ 1h.sf.F/13tu] 1055 Metal siding/2x4@24"+R11Batt/5/8"Gyp No No 0.09 1.07 19.38 10.9 Layer Material Material Thickness Framing No. ft] Factor 2 271 2x4@24" oc + RI Batt 0.2917 0.000 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.000 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] lb/cf] [h.sf.F/Btu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 Layer Material Material Thickness Framing No. ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 2 48 6 in. Heavyweight concrete 0.5000 0.000 3 178 CARPET W/RUBBER PAD 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu/sf.F] Ib/cf] [h.sf.F/Btu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 Layer Material Material Thickness Framing No. [ft] Factor 1 279 Solid core flush (2.25") 0.000 7/2/2017 EnergyGauge Summit® v5.20 11 No Name Simple Construct Massless Construct Conductance Btu/h.sf.FI Heat Capacity Btu/sf.F] Density lb/cfl RValue h.sf.F/Btu] 1060 R-13 Wall Yes Yes 0.08 13.0 No Name Simple Construct Massless Construct Conductance Btu/h.sf.F] Heat Capacity Btu/sf.F] Density Ib/cf] RValue h.sf.F/Btu] 1061 Ply/3"Iso/l/2"WD Deck/WD Truss/Gyp Br. R-30 Roof Yes No 0.03 0.95 5.52 30.3 7/2/2017 EnergyGauge Summit® v5.20 12 HVAC Load Calculations Summary for Kitchen - 5T Split Project Name: MARINA ISLE ASSISTED 06/06/2017 Prepared by: rmv 10:52AM Air System Information Air System Name ............................ Kitchen - 5T Split Equipment Class ........................................ SPLT AHU Air System Type ............................................... SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ....................... Sum of space airflow rates Space CFM ................... Individual peak space loads Central Cooling Coil Sizing Data Total coil load.......................................................... 4.4 Total coil load ........................................................ 53.4 Sensible coil load .................................................. 40.8 Coil CFM at Jul 1600............................................ 1819 Max block CFM.................................................... 1819 Sum of peak zone CFM....................................... 1819 Sensible heat ratio .............................................. 0.764 ft2/Ton.................................................................... 50.6 BTU/(hr-ft2).......................................................... 237.1 Water flow @ 10.0 OF rise ...................................... N/A Central Heating Coil Sizing Data Number of zones............................................................ 1 Floor Area................................................................ 225.0 ft2 Location ................................................ Sanford, Florida Calculation Months ......................................... Jan to Dec Sizing Data ..................................................... Calculated Tons Load occurs at .................................................... Jul 1600 MBH CA DB / WB..................................................... 91.5 / 76.9 OF MBH Entering DB / WB............................................ 91.5 / 76.9 OF CFM Leaving DB / WB............................................. 70.8 / 69.4 OF CFM Coil ADP.................................................................... 68.5 OF CFM Bypass Factor.......................................................... 0.100 ResultingRH................................................................ 82 Design supply temp ................................................... 58.0 OF Zone T-stat Check .................................................. 1 of 1 OK Max zone temperature deviation ................................. 0.0 OF Max coil load ......................................................... 73.2 MBH Coil CFM at Des Htg............................................ 1819 CFM Max coil CFM....................................................... 1819 CFM Water flow @ 20.0 OF drop ..................................... N/A Supply Fan Sizing Data Actual max CFM................................................... 1819 CFM Standard CFM...................................................... 1817 CFM Actual max CFM/ft2............................................... 8.08 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM.............................................. 1819 CFM CFM/ft2.................................................................. 8.08 CFM/ft2 Load occurs at .................................................... Des Htg BTU/(hr-ft2).............................................................. 325.3 Ent. DB / Lvg DB............................................. 34.0171.3 OF Fan motor BHP .......................................................... 0.00 BHP Fan motor kW............................................................ 0.00 kW Fanstatic................................................................... 0.00 in wg CFM/person........................................................... 454.75 CFM/person Hourly Analysis Program v.4.4 Page 1 of 1 HVAC Load Calculations Summary for Resident Unit PTAC Project Name: MARINA ISLE ASSISTED 06/06/2017 Prepared by: rmv 10:22AM Air System Information Air System Name ............................... Resident PTAC Equipment Class ........................................ PKG VERT Air System Type ............................................... SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ....................... Sum of space airflow rates Space CFM ................... Individual peak space loads Central Cooling Coil Sizing Data Totalcoil load.......................................................... 0.6 Total coil load.......................................................... 7.2 Sensible coil load .................................................... 5.6 Coil CFM at Jul 1400.............................................. 265 Maxblock CFM...................................................... 265 Sum of peak zone CFM......................................... 265 Sensible heat ratio .............................................. 0.776 ft2/Ton.................................................................. 473.8 BTU/(hr-ft2)............................................................ 25.3 Water flow @ 10.0 °F rise ...................................... N/A Central Heating Coil Sizing Data Number of zones............................................................ 1 FloorArea................................................................ 283.0 ft2 Location ................................................ Sanford, Florida Calculation Months ......................................... Jan to Dec Sizing Data ..................................................... Calculated Tons Load occurs at .................................................... Jul 1400 MBH OA DB / WB..................................................... 91.5 / 76.9 F MBH Entering DB / WB............................................ 79.0 / 67.1 F CFM Leaving DB / WB............................................. 59.6 / 58.5 F CFM Coil ADP.................................................................... 57.4 F CFM Bypass Factor.......................................................... 0.100 ResultingRH................................................................ 54 Design supply temp ................................................... 58.0 F Zone T-stat Check .................................................. 1 of 1 OK Max zone temperature deviation ................................. 0.0 F Max coil load........................................................... 4.6 MBH Coil CFM at Des Htg.............................................. 265 CFM Max coil CFM......................................................... 265 CFM Water flow @ 20.0 °F drop ..................................... N/A Supply Fan Sizing Data Actual max CFM..................................................... 265 CFM Standard CFM........................................................ 265 CFM Actual max CFM/ft2............................................... 0.94 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM.................................................. 50 CFM CFM/ft2.................................................................. 0.18 CFM/ft2 Load occurs at .................................................... Des Htg BTU/(hr-ft2)................................................................ 16.1 Ent. DB / Lvg DB............................................. 63.0 / 78.9 °F Fan motor BHP .......................................................... 0.00 BHP Fan motor kW............................................................ 0.00 kW Fanstatic................................................................... 0.00 in wg CFM/person............................................................. 50.00 CFM/person Hourly Analysis Program v.4.4 Page 1 of 1 HVAC Load Calculations Summary for Dining Lobby Corridor 20T Split Project Name: MARINA ISLE ASSISTED 06/06/2017 Prepared by: rmv 12:02PM Air System Information Air System Name ... Dining Lobby Corridor 20T Split Equipment Class ........................................ SPLT AHU Air System Type ............................................... SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM ....................... Sum of space airflow rates Space CFM ................... Individual peak space loads Central Cooling Coil Sizing Data Total coil load ........................................................ 17.0 Total coil load ...................................................... 204.2 Sensible coil load ................................................ 127.0 Coil CFM at Jul 1500............................................ 48% Max block CFM.................................................... 4814 Sum of peak zone CFM....................................... 4814 Sensible heat ratio .............................................. 0.622 ft2/Ton.................................................................. 314.5 BTU/(hr-ft2)............................................................ 38.2 Water flow @ 10.0 °F rise ...................................... N/A Central Heating Coil Sizing Data Number of zones............................................................ 1 FloorArea.............................................................. 5352.0 ft2 Location ................................................ Sanford, Florida Calculation Months ......................................... Jan to Dec Sizing Data .................................................'.... Calculated Tons Load occurs at .................................................... Jul 1500 MBH CA DB / WB..................................................... 92.0177.0 F MBH Entering DB / WB............................................ 83.7171.1 F CFM Leaving DB / WB............................................. 59.2 / 58.2 F CFMCoil ADP.................................................................... 56.5 F CFM Bypass Factor.......................................................... 0.100 ResultingRH................................................................ 56 Design supply temp ................................................... 58.0 F Zone T-stat Check .................................................. 1 of 1 OK Max zone temperature deviation ................................. 0.0 F Max coil load ....................................................... 101.1 MBH Coil CFM at Des Htg............................................ 4814 CFM Max coil CFM....................................................... 4814 CFM Water flow @ 20.0 °F drop ..................................... N/A Supply Fan Sizing Data Actual max CFM................................................... 4814 CFM Standard CFM...................................................... 4807 CFM Actual max CFM/ft2............................................... 0.90 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM.............................................. 2282 CFM CFM/ft2.................................................................. 0.43 CFM/ft2 Load occurs at .................................................... Des Htg BTU/(hr-ft2)................................................................ 18.9 Ent. DB / Lvg DB............................................. 52.9 / 72.4 °F Fan motor BHP .......................................................... 0.00 BHP Fanmotor kW............................................................ 0.00 kW Fanstatic................................................................... 0.00 in wg CFM/person............................................................. 19.85 CFM/person Hourly Analysis Program v.4.4 Page 1 of 1 Architects i Engineersrs 500 West Fulton Street Environniental I Landscape Architects Sanford FL 32771 M/E/P i Phnners Phone: 407.322.6541 Surveyors l `[ransportation/Traffic Fax:407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: January 22, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Frank Arroyo CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Structural — Vertical Reinforcement Area of Inspection: Perimeter CMU walls and stairs on 3"d Floor Inspection Disposition: Comments: Inspection Date: Inspection Notes: 01/22/2019 Refer to attached reports I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Insoectolf Jose Wouel Ortiz MCE-PEA Signature:Z _. ` L Pre -Pour Concrete Inspection Form • Project Name: Proposed Pour Date: Marina Isle Development 1/24/2019 Location: Type of Structure: Sanford, FL Grout on Walls Date: Strength of Concrete: 1/22/2019 3000 PSI Construction Drawings Reference and Revision: Concrete Quantity: S-3 Scope Item Yes No N/A Comments 1.0 Excavation x 1.1 Is the excavation correct in size? x 1.2 Is the base correctly compacted? x 1.3 Is the excavation dry? x 1.4 Is selected fill/blinding concrete in place? x 2.0 Formwork 2.1 Is bracing adequate? x 2.2 Has mold oil been applied evenly and thoroughly? x 2.3 Is formwork vertical? x 2.4 Is horizontal alignment correct? x 2.5 Is access adequate? x 3.0 Reinforcement 3.1 Are the rebars free from excessive rust? x 3.2 Is the spacing correct? x 3.3 Is the concrete cover as per specs? x 3.4 Are all tie wires in place and correctly tied? x 3.5 Are there adequate spacers/chairs at specified intervals? x 3.6 Correct number of bars of the correct size? x 3.7 Are all the bars of the correct size? x 3.8 Are the starter bars in the correct position? x 3.9 Are the starter bars and splices the correct size and number? x 4.0 General 4.1 Is the pour site clean and free from all debris? x 4.2 Are there adequate vibratory pokers on site? x 4.3 Is curing material available on site? x 4.4 Have slump tests and concrete sampling been organized? x 4.5 Has adequate ligthing been organized? x 4.6 Are stop blocks on site? x 4.7 Is the access safe? x 4.8 Other/Special Requirements x Contractor: Note: 10 11111it1 j/1 Inspector. , K \G UEFt 4 , A"/ Jos iguel Ortiz, MCE, PE N0 67920 PE icense #: 67920 ro STATE OF 0NA\-&\: Z f1111111110 rM Architects Engineers Environmental Landscape Architects Ivt/E/P Planners SurveyorsI Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: January 23, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Frank Arroyo CPH Project M T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Structural — Vertical Reinforcement Area of Inspection: Elevator Shaft CMU walls on 3nd Floor Inspection Disposition: mments: Inspection Date: Inspection Notes: 01/23/2019 Refer to attached reports hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. In r Signature: iti' W W. C p 11 c 0 r p. c 0 rn Pre -Pour Concrete Inspection Form WJh Project Name: Proposed Pour Date: Marina Isle Development 1/24/2019 Location: Type of Structure: Sanford, FL Grout on Walls Date: Strength of Concrete: 1/23/2019 3000 PSI Construction Drawings Reference and Revision: Concrete Quantity: S-3 Scope Item Yes No N/A Comments 1.0 Excavation x 1.1 Is the excavation correct in size? x 1.2 Is the base correctly compacted? x 1.3 Is the excavation dry? x 1.4 Is selected fill/blinding concrete in lace? x 2.0 Formwork 2.1 lls bracing adequate? x 2.2 Has mold oil been applied evenly and thoroughly? x 2.3 Is formwork vertical? x 2.4 Is horizontal alignment correct? x 2.5 Is access adequate? x 3.0 Reinforcement 3.1 Are the rebars free from excessive rust? x 3.2 1 Is the spacing correct? x 3.3 Is the concrete cover as per specs? x 3.4 Are all tie wires in place and correct) tied? x 3.5 Are there adequate spacers/chairs at specified intervals? x 3.6 Correct number of bars of the correct size? x 3.7 Are all the bars of the correct size? x 3.8 Are the starter bars in the correctposition? x 3.9 lAre the starter bars andsplices the correct size and number? x 4.0 General 4.1 Is the pour site clean and free from all debris? x 4.2 Are there adequate vibratory pokers on site? x 4.3 Is curing material available on site? x 4.4 Have slump tests and concrete sampling been organized? x 4.5 Has adequate ligthing been organized? x 4.6 lAre stop blocks on site? 4.7 Is the access safe? x x4.8 Other/S ecial Requirements Contractor: Note: 10 11 Inspector: l t o\G UE4 O I/V 1 Jose Miguel Ortiz, MCE, PE N0. 6 ' PE icense #: 67920 * •` STATE OF G %b NA' ```.,` mWO V0, • BUILDIN(i DIVISIOW' AUG 0 8 2018 PERMIT APPLICATION Documented C6 stf Historic District: Iesnj6hAddress:pll iaential Commercials Type of Work,: New Eq Addition El Afteration,E].Repair Demo, F] Change of Use. n 'Move, F] Descnp4on of WoiL-, Plan Review Title: Phone Ei InformationContractor Name. Phone:AbT-Aq d. ? 1" aet NO -1, — (alStreet:. S-13, b),. 0) lax:_ ci CitY, State,-Zip- ArchiteciAligirieor Information Name, ' Phone.. Sweet:, Fax: City, St.) Zip: E-mail: Banding Company::. Mortgage Len,der: Address,: AdArgss.-, WARNING TO`OW'NEReYOUR FAILURE TQ,kECORD ANOTICEOFICOMMtN CEMENT MAY RESULT INYOUR PAYING TWICE, FORIMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF 'CQMMENCEMENT 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 OP'COMMFNCEMENT Application is hereby madew obtain a pern-lit. to do the work and installations as indicated. I certify that no work or installation has commenced prior all , itothe issuance of permit And, that all work will,be performed to meet standards of all laws regulating,construction in this jurisdiction. lunderstand that a separate permit must be secured for,electricalwork, plumbing, signs, wells, pools, furnaces, bodeils, heaters, tanks, and air condkionefs, etc. I---- 1 1 0 eA IA09-, A MOO.. FBC 105.3 Shall be, inscribed with the date'of application and'the'co4e in effect as of that date-"6`t'Edition (2017)"Flonda'Buililing GoneNTI ' ; In addition to the requirements of L is perm k; tlieve`-ntay be "additional re trictions applicable to This property That may be fonnd:in"the pirlilirrecords.`of this county, and' there tray he adlnional permits requ" ircid from 'other :govern mental entities'such as:wa er-managcment districts, stateagencies, or federal agencies. Acceptance ofpeemit is yerificalt'o i ihaC;I will not tl e; owner of the,property of the requirements of Florida:Lien' Law, FS 7:13:, The, City of Sanford requires payrncrit pf ap(anareviewfee at the time of permit submittal.,A copy ,of the execufed :contract.is regiiirl in order tocalculateaplanreviewchargeandwillbeconsideredthe:estmtated c6ustruction;valuaof the°job at'the time of submiftal. The'actuAl construction.v r towillbe -,figured based on.the current fCC \ahtaton fable m effecf at the,time thepermtt is issued, in accordance with localorduanee. Should calculated. charges figured off the executed con trac(.exceed.the actual construction -value, credit will be applied;to your permit feeswhen the'per mit is; issued. OWNER' S AFFIDAVIT: I certify'tha't all of the foregoing infoririation.is accurate and that all work will be done incompliance with all applicable,laws regulating construction and zoning. SigiiatureofOwner /A' gent. Date,Signature of, ontract6rlAgerit Date; Print-Owher/Agihf§, Nariie SigdaturecifNotary=SA*;o£ Floiitla Date. Owner/Agent is., . " ' Personally Known totlVle or; Produced,fl) 'Type of I . Yroduce'd I'D .. Type of ID . _ BELOW IS FOR OFFICE USE ONLY Permits Required: 'Building, El Electrical Mechanical Plumbing Gas El Roof Construction Type,. Occupancy Use: Flood"Zone:, Total Sq Ft' of Bldg:= Min. Occupancy'Load ._ _ # ofStorles: . New C nstruction: Electric - #. of Amps: Pl imbiri # of Fixtures g- Fir' aSprinkfer Permit: Yes No # of Heads Fire Alarm Perrriit: Yes , No APPROVALS: ZONING„ UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS; FIRE INSPECTIONS CITY OF SANFORD Y 407.562.2786 BUILDING & FIRE PREVENTION J BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00002836 Date 8/08/18 Application pin number . . . 816312 Revision number . . . . . . . 5 Property Address . . . . . . 530 N PALMETTO AVE Parcel Number . . . . . . . . 25.19.30.515-0000-0020 Application type description NEW HOSPITALS AND INSTITUTIONS Subdivision Name . . . . . . SANFORD RIVERFRONT PROJECT Property Zoning . . . . . . . SPECIAL COMMERCIAL Application valuation . . . . 8139389 Application desc NEW ASSISTED LIVING FACILITY Owner Contractor TFA IV LLC EXCELSIOR DEVELOPMENT CO 115 TIMBERLACHEN CT #2001 MUNIZZI, LEE E LAKE MARY FL 32746 1973 LONGWOOD LK MARY RD 1973 LONGWOOD FL 32750 407) 771-4442 Structure Information 000 000 NEW ASSISTED LIVING FACILITY --- Construction Type . . . . . IIIB Occupancy Type . . . . . . BUSINESS USE GROUP Other struct info . . . . . FIRE ALARM Y PLUMBING FIXTURES 310.00 NUMBER OF STORIES 4.00 OCCUPANT LOAD 853.00 FIRE SPRINKLER SYSTEM Y SQUARE FOOTAGE 53864.00 Permit . . . . . . PLUMBING PERMIT - COMMERCIAL Additional desc . . Phone Access Code 1069319..., Permit pin number _1069319 Sub Contractor ! PARAMOUNT PLUMBING INC Permit Fee . . . \ 1860.00 Issue Date 8/08/18 Valuation 0 Expiration Date . . 2/04/19 Qty Unit Charge Per Extension 310.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 1860.00 Special Notes and Comments 1. All subcontractors shall pull their own permits. 2. FEMA Form and Slab Elevation letter required for Certificate of Occupancy. 3. All additional vertical construction will require permits, i.e. dumpster enclosures, fences, signs, etc. 4. Irrigation systems will require permits and inspections. All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. COUNTY OF SEMINOLE T IMPACT FEE STATEMENT T STATEMENT NUMBER: 18100001 DATE: February 26, 2018 BUILDING APPLICATION #: 18-10000146 BUILDING PERMIT NUMBER: 18-10000146 5 3-9 614 UNIT ADDRESS: PALMETTO N 530 TRAFFIC ZONE:022 JURISDICTION: 25-19-30-515-0000-0020 I O cio SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TFA IV LLC ADDRESS: 115 TIMBERLACHEN CT #2001 LAKE MARY FL 32746 LAND USE: ASSISTED LIVING FACILITY TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: ASSISTED LIVING FACILITY 93 ROOMS PER PLAN. CREDIT FOR PREVIOUS HOTEL. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A Assisted Living Facility* ROADS -COLLECTORS N/A Assisted Living Facility* FIRE RESCUE N/A LIBRARY N/A SCHOOLS N/A PARKS N/A LAW ENFORCE N/A DRAINAGE N/A CREDIT FEES: SCI ROAD ARTERIALS C Special Use 154.00 93.000 bedroom 00 .000 bedroom 4,322.00 1.000 unit AMOUNT DUE 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. 14,322.00 00 00 00 00 00 00 00 14,32.2.00- 00 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 Page :1 Commercial Electronic Office - Transaction Search Date Printed:07/11/2018 02:26 PM PT Check 3122-122826.87 USD 3122 CNL. RANI( MARINA ISLE ASSISTED LIVING wwv.cwa+xKcou o+.mm, 115 TD.IBERLACHEN CIRCLE, sur1E 20o1 5/172018 LAIC.. Guar, FL 32748 1 r PAY To THE ORDER OF _City of Sanford $."122,828.87 8 One Hundred Twenty -Two Thousand Eight Hundred Twenty -Six and 87/100"""""""""""""""' oOtLANS t City of Sanford I.= — j MEMO hTW ! !/ _ rOD3&229* 1:063W-269': 00030807100 WLLs FARM UK AN 0 J9B5'J FOR 11163 0910 0001 9 j is--=- s7yy,`,` i Isg' N't. 4 y ur s 333--tag"- 3 3m' 3 3 A f3}N 3 PIi p H 3Yj 5i. is3kii. Ge R4 I.'Ye.,, Deposit Item Details Check Number 3122 Description Check Deposited Amount 122826.87 USD Debit Item Sequencenumber 554125587 Account Number 3080710 Bank Id 06311428 Deposit Details Account Number 2000014470828 Item Sequence 000554125423 Account Name MASTER ACCOUNT Bank Id 121000248 Customer Reference 0 Bai Code 301 Amount 520226.05 USD Credit Transaction Type COMMERCIAL DEPOSIT Posting Date 05/23/2018 As Of Date 05/23/2018 ki CODVdaht 2018 WellsFargo, All ri h reserved. B_p703UO3 CITY OF SANFORD 7/23/18 Cash Receipt Corrections 17:05:18 Cashier: JOHNSONJO Correction option . . 3=Refund Application number . 17 00002836 Property . 530 N PALMETTO AVE 25.19.30.515-0000-0020 Cashier, receipt#, amount BLANDA 0125213 122826.87 Date, time, pay type, check#: 5/17/18 CK 000003122 Correction description aid to sem cnt refund re d Cashier ID for transaction 1=Current user.,2=Original cashier Print correction receipt Y=Yes Fee -- Amount Credit * Amount to - Str - Permit Inspection Clss Type Paid Remaining Reduce Nbr Seq Type Seq Type Seq A BR 7020.00 00 A F1 2693.20 00 A F9 10365.12 00 A P9 12990.00 00 A RD 14322.00 14322.00 More... F3=Exit F4=Prompt FS=Void all F12=Cancel BP703UO3 CITY OF SANFORD 7/23/18 Cash Receipt Corrections 17:06:50 Cashier: JOHNSONJO Correction option . . . 3=Refund Application number 17 00002836 Prope Refund Name/Address Identification Cashi Date, Refund name MARINA ISLE ASSISTED LIVING Address . . Corre Cashi Zip code (F4) Print i Phone . . . Fe F3=Exit F12=Cancel F13=Name search ection Clss Seq A A F1 2693.20 00 A F9 10365.12 00 A P9 12990.00 00 A RD 14322.00 f2r7- More... F3=Exit F4=Prompt FS=Void all F6=Accept reduction F12=Cancel Architects Engineers Environmental Land-scape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: January 2, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Frank Arroyo CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Structural —Vertical Reinforcement Area of Inspection: Dining Room Area three (3) walls and elevator on 2"d Floor Inspection Disposition: Comments: Inspection Date: Inspection Notes: 12/27/2018 Refer to attached reports I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. l Signature: I - I W w w. c p h c o r p. c o m Pre -Pour Concrete Inspection Form C • Project Name: Proposed Pour Date: Marina Isle Development 1/2/2019 Location: Type of Structure: Sanford, FL Grout on Walls Date: Strength of Concrete: 12/27/2018 3000 PSI Construction Drawings Reference and Revision: Concrete Quantity: S-1, S-2, S-6, S-8, S-10 Revision 3 Scope Item Yes No N/A Comments 1.0 Excavation x 1.1 Is the excavation correct in size? x 1.2 Is the base correctly compacted? x 1.3 Is the excavation dry? x 1.4 Is selected fill/blinding concrete in lace? x 2.0 Formwork 2.1 Its bracing adequate? x 2.2 Has mold oil been applied evenly and thoroughly? x 2.3 Is formwork vertical? x 2.4 Is horizontal alignment correct? x 2.5 Is access adequate? x 3.0 Reinforcement 3.1 Are the rebars free from excessive rust? x 3.2 Is the spacing correct? x 3.3 Is the concrete cover as per specs? x 3.4 Are all tie wires in place and correct) tied? x 3.5 Are there adequate spacers/chairs at specified intervals? x 3.6 Correct number of bars of the correct size? x 3.7 Are all the bars of the correct size? x 3.8 lAre the starter bars in the correctposition? x 3.9 Are the starter bars andsplices the correct size and number? x 4.0 General 4.1 Is the pour site clean and free from all debris? x 4.2 Are there adequate vibratory pokers on site? x 4.3 Is curing material available on site? x 4.4 Have slump tests and concrete sampling been organized? x 4.5 lHas adequate ligthing been organized? x 4.6 lAre stop blocks on site? x 4.7 1 Is the access safe? x 4.8 Other/Special Requirements x Contractor: Note: 10 Inspec 2 'A/ e Jose A guel Ortiz, MCE, PE PE License #: 67920 F,M`G vEt O 05 ••GE1VS,• ' No. 67920 : a STATE OF 0,<• ''• O R P•' 101, FS • ... ••• ' G i NA O ' M. Architects Engineers 500 West Fulton Street Environmental Landscape Architects M/E/P I Planners Sanford, FL32771 I Phone: 407.3.6941SurveyorsTransportation/Traffic Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: December 28, 2018 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Frank Arroyo CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Structural — Vertical Reinforcement Area of Inspection: South wall on 2"d Floor Inspection Disposition: Comments: Inspection Date: Inspection Notes: 12/27/2018 Refer to attached reports I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. In Signature \ 'M' V., w w. c p h c o r p. c o m Pre -Pour Concrete Inspection Form Project Name: Marina Isle Development Location: Sanford, FL Date: 12/27/2018 Construction Drawings Reference and Revision: S-1, S-2, S-6, S-8, S-10 Revision 3 Scope Item 1.0 Excavation 1.1 Is the excavation correct in size? 1.2 Is the base correctly compacted? 1.3 Is the excavation dry? 1.4 Is selected fill/blinding concrete in Dlace? Proposed Pour Date: 12/28/2018 Type of Structure: Grout on Walls Strength of Concrete: 3000 PSI Concrete Quantity 2.1 Ils bracing adequate? I x 2.2 Has mold oil been applied evenly and thoroughly? x 2.3 Is formwork vertical? x 2.4 Is horizontal alignment correct? x 2.5 Is access adequate? x 3.0 Reinforcement 3.1 Are the rebars free from excessive rust? x 3.2 Is the spacing correct? x 3.3 Is the concrete cover as per specs? x 3.4 Are all tie wires in place and correct) tied? x 3.5 Are there adequate spacers/chairs at specified intervals? x 3.6 Correct number of bars of the correct size? x 3.7 Are all the bars of the correct size? x 3.8 Are the starter bars in the correctposition? x 3.9 Are the starter bars and splices the correct size and number? x 4.2 Are tnenre aae uate viorato oKers on site! x 4.3 Is curimaterial available on site? i x 4. 4 1 Have slump tests and concrete samDlina been organized? I x e stop DIocKs on the access safe? Contractor: Inspect M\G uEt GENSF• Q Jose guel Ortiz, MCE, PE No. 67920 •; PE License #: 67920 o *% STATE OF Note: 1IONA ``` 1 2 3 4 5 6 7 8 9 10 11 Architects Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771 M/E/P Planners Phone: 6841 Surveyors Transportation/Traffic Fax407.330.0639Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: December 27, 2018 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Frank Arroyo CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Structural — Vertical Reinforcement Area of Inspection: East & West Stairs, Elevator and north wall 2Id floor Inspection Disposition: Comments: Inspection Date: Inspection Notes: 12/27/2018 Refer to attached reports I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector( Jose WAuel Ortiie MCE Signature: "` r/V, w w w. c p h c o r p, c o m Pre -Pour Concrete Inspection Form C • fi Project Name: Proposed Pour Date: Marina Isle Development 12/27/2018 Location: Type of Structure: Sanford, FL Grout on Walls Date: Strength of Concrete: 12/27/2018 3000 PSI Construction Drawings Reference and Revision: Concrete Quantity: S-1, S-2, S-6, S-8, S-10 Revision 3 Scope Item Yes No N/A Comments 1.0 Excavation x 1.1 Is the excavation correct in size? x 1.2 Is the base correctly compacted? x 1.3 Is the excavation dry? x 1.4 Is selected fill/blinding concrete in lace? x 2.0 Formwork 2.1 Is bracing adequate? x 2.2 lHas mold oil been applied evenly and thoroughly? x 2.3 Is formwork vertical? x 2.4 Is horizontal alignment correct? x 2.5 Is access adequate? x 3.0 Reinforcement 3.1 Are the rebars free from excessive rust? x 3.2 Is the s ac ng correct? x 3.3 1 Is the concrete cover as per specs? x 3.4 Are all tie wires in place and correct) tied? x 3.5 Are there adequate spacers/chairs at specified intervals? x 3.6 Correct number of bars of the correct size? x 3.7 Are all the bars of the correct size? x 3.8 Are the starter bars in the correctposition? x 3.9 Are the starter bars andsplices the correct size and number? x 4.0 lGeneral 4.1 1 Is the pour site clean and free from all debris? x 4.2 Are there adequate vibratory pokers on site? x 4.3 Is curing material available on site? x 4.4 Have slump tests and concrete sampling been organized? x 4.5 Has adequate ligthing been organized? x 4.6 Are stop blocks on site? x 4.7 Is the access safe? x 4.8 Other/Special Requirements x lk%%IIIIIIJJ/// Z Contractor: Inspect, . y v ` N M\G UE( // O / Off• ,\GENS Jose A guel Ortiz, MCE, PE = No. 67920 tk_4 PE License #: 67920 o STATE OF 00 P '. 00 Note: 1 illll 10 r- Architects. Engiheers Environmental Laridseape Axcltiteci vj/ESP Planners Surveyors Tran4v Lion/Trafixc Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: January 30, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Frank Arroyo CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Structural — Vertical Reinforcement Area of Inspection: North & South CMU walls on 3"d Floor, ready to pour. Inspection Disposition: Comments: Inspection Date: Inspection Notes: 01/23/2019 Refer to attached reports I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Insoectolf. Josh Wquel Ortiz MCE, PEAf: Signature: f/ V/ w w w. c P h c c+ x:P, c ci nit Pre -Pour Concrete Inspection Form Project Name: Proposed Pour Date: Marina Isle Development 1/31/2019 Location: Type of Structure: Sanford, FL Grout on Walls Date: Strength of Concrete: 1/30/2019 3000 PSI Construction Drawings Reference and Revision: Concrete Quantity: S-3 Scope Item Yes No N/A Comments 1.0 Excavation x 1.1 Is the excavation correct in size? x 1.2 Is the base correctly compacted? x 1.3 Is the excavation dry? x 1.4 Is selected fill/blinding concrete in lace? x 2.0 Formwork 2.1 Is bracing adequate? x 2.2 Has mold oil been applied evenly and thoroughly? x 2.3 Is formwork vertical? x 2.4 Is horizontal alignment correct? x 2.5 Is access adequate? x 3.0 Reinforcement 3.1 Are the rebars free from excessive rust? x 3.2 Is the spacing correct? x 3.3 Is the concrete cover as per specs? x 3.4 Are all tie wires in place and correct) tied? x 3.5 Are there adequate spacers/chairs at specified intervals? x 3.6 Correct number of bars of the correct size? x 3.7 Are all the bars of the correct size? x 3.8 Are the starter bars in the correctposition? x 3.9 Are the starter bars andsplices the correct size and number? x 4.0 General 4.1 Is the pour site clean and free from all debris? x 4.2 Are there adequate vibratory pokers on site? x 4.3 Is curing material available on site? x 4.4 lHave slump tests and concrete sampling been organized? x 4.5 Has adequate ligthing been organized? x 4.6 4.7 4.8 Are stop blocks on site? Is the access safe? Other/Special Requirements x x 1 ENq Contractor: Inspector: tZ NO. 67920 Jos" "goal Ortiz; MCE; STATE' OFtY "` PE, censer#: 67920 *. OR OP'•• . Note: 1 2 3 4 5 6 7 8 9 10 11 Architects Engineers Environmental , Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771. Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: July 3, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Wall and Ceiling drywall nailing pattern Area of Inspection: partition walls and south stairs ceiling Inspection Disposition: Comments: Inspection Date: Inspection Notes: 05/28/2019 Dry wall installation completed in 2nd floor for wall partitions and ceilings. Still pending dinner, common area and east -west stairs. Also, missing bolts was installed (3/13/2019 Inspection Report). Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority forsubstantial compliance with the approved plans and applicable state and local codes. In f Signature: w w w c p h c o r p. c o m Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation,/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32777, Phone: 407.32.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: May 23, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Laundry enclosure framing Area of Inspection: 1st 2"d & V Floors Inspection Disposition: omments: Inspection Date: Inspection Notes: 05/23/2019 Laundry enclosure framing was properly installed. Enclosure framing in 1sc 2"d and 31d floors is completed. Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. f e... Signature: Architects Engineers EmOron -iontal i..,andsccipe Architects M/.E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407,322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: May 24, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Fire caulking Area of Inspection: 4th Floor laundry chute shaft walls Inspection Disposition: Comments: Inspection Date: Inspection Notes: 05/24/2019 The fire caulking around the laundry chute shaft walls in the 4ch floor was properly installed. Fire caulking is completed. Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority forsubstantial compliance with the approved plans and applicable state and local codes. Signature: Architects Engineers 500 West Fulton Street 1 ncvironnaental Landscape Architects Sanford, FL 32771 Svt/E/P Planners, Phone:407.322.6841 Surveyors Transportation/ 1'raaffi< Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: May 22, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Wall and Ceiling framing Area of Inspection: 2nd Floor Inspection Disposition: Comments: Inspection Date: Inspection Notes: 05/22/2019 Ceiling framing is already installed in entire 2"d floor and wall partition framing is completed. Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. t 0... Signature: Architects Engineers 500 West Fulton Street f mvironment ai Landscape Architects Sanford, Fl 32777 M/>/f Planners Phone:407.322.6841 Surveyors Transport<atlon/'rraffic Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Tuesday, May 28, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project M T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Mechanical Area of Inspection: 1" floor — Round metal duct sealing associated with air handlers AHU-8, AHU-9, AHU-11, . Inspection Disposition: PASS, no issues recorded. Comments: Inspection Date: Inspection Notes: I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Doug Kramer Signature: cap w av . c. p h c o r l> . i o III Architect-, Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: May 28, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Wall and Ceiling framing Area of Inspection: Laundry Area all Floor Inspection Disposition: ments: Inspection Date: Inspection Notes: 05/28/2019 First layer of dry wall is installed in all floors for laundry wall enclosure. Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for^ubstantial compliance with the approved plans and applicable state and local codes. Signature: L-P, Is ys . c"XVe,rz: (Ph cm Architects Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771 M/E/P Planners Phone:407.322.6841SurveyorsTransportation/Traffic Fax:407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: May 22, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Laundry Area Area of Inspection: Shaft liner installation Inspection Disposition: Comments: Inspection Date: Inspection Notes: 05/22/2019 Shaft liner installation between floors at laundry ducts openings is already installed. Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Ins Signature: V`, tiv Vv w. c p h c 0 r p. c 0 m Architects Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771 M/E/P Planners Phone:407.322.6841 Surveyors Transportation/Traffic Fax:407,330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 19, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Interior Partition Area of Inspection: Bathroom insulation Inspection Disposition: ments: Inspection Date: Inspection Notes: 04/19/2019 Insulation in back to back bathrooms was installed properly. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority forsubstantial compliance with the approved plans and applicable state and local codes. In f V`, Signature: " W w w. c p h c 0 r P. c 0 m Architects Engineers Environmental Landscape Architects M/E/P Planners Suiweyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 23, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project M T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Interior Partition Area of Inspection: Bathroom fire taping Inspection Disposition: Comments: Inspection Date: Inspection Notes: 04/11/2019 Back to back bathrooms were re -inspected for fire taping on the walls previously insulated. Taping installation is acceptable. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. r Signature: A-- I - I , w w w. c p h c o r p. c o m Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407,330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 26, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project M T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Exterior Facade Area of Inspection: Wood furring South Facade Inspection Disposition: Comments: Inspection Date: Inspection Notes: 04/26/2019 Wood furring on the south fagade was installed properly. Inspection passed procced to continue works around the building. n I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Signature: Josh Mfauel OrtiY. MCE w "a' w. c p h c o r p. c o m Architects i Engineers 500 West Fulton Street MhJEnvironmentalPlannersLandscape Architects Sanford, FL 32771 Survevors Transportation/Traffic I'hone:407.322.6841 Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Monday, April 29, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project M T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Mechanical Area of Inspection: 4 floor — all exhaust fans and associated ductwork out to the exterior wall, supply and return ductwork routed above ceiling and associated with AHU-1. Inspection Disposition: PASS, two items repaired while on site. Comments: Inspection Date: Inspection Notes: 04/29/19 1. 4`" floor — first smoke wall from the west — SA duct penetration needs to be sealed smoke tight. 2. 41h floor — in front of elevator - seal flex duct insulation on connection to duct main. at I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Doug Kramer Signature: w w w. c p 11 c o r p. c o m Architects Engineers 500 West Fulton Street Environmental . Landscape Architects A/EJP Planners Sanford, FL 32771 Sunvevors Transportation/Traffic Phone:407.322.6841 Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 11, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Exterior Framing Area of Inspection: Window Installation Inspection Disposition: Comments: Inspection Date: Inspection Notes: 04/11/2019 Windows are installed per submittal provided by Ply Gem Windows. Inspection was performed in all floors and ensures anchors connection to wood frame and CMU walls. Anchors installed are closer than minimum provided on submittal, this is acceptable. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. f s.„ Signature: W w w. C P h C 0 r P. c 0 in Architects Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771 M/E/P Planners Phone: 6841 Surveyors i Transportation/Traffic Fax407.330.0639Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Thursday, March 21, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Electrical - Area of Inspection: First Floor North Porch Power Plan E202 Inspection Disposition: PASS Comments: Inspection Date: Inspection Notes: 03/21/19 1. (2) Gang switch to East side has 12 or more wires in it violating NEC 314.16 for junction box fill. Maximum for a 2" double box is 8 conductors. Wall is not closed in and drywall not up and when extension or 3'/2" box is used makes box good for 18 wires. Box extensions being added onsite. 2. Conduits transitioning from vertical runs to horizontal runs shall have support from structure within 3ft of junction boxes, and conduit body (90 elbows) and every 1Oft after that. NEC 358.30(A). Conduits are still being run and supports are being added as observed on site. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Eric Palmer Signature: w w w. c p h c o r p. c o m Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: March 27, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Wood floor Trusses connection/ Roof Trusses Area of Inspection: All floors and Roof Inspection Disposition: ments: Inspection Date: Inspection Notes: 02/27/2019 Discrepancy of missing anchors on floor trusses connecting to CMU walls was found in field and plans on inspection visit on 2/11/2019. It was revised by Structural Engineer with a letter and missing anchors were corrected on all floors. Roof trusses matching submittal, all bracing and straps are in place, acceptable. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority forsubstantial compliance with the approved plans and applicable state and local codes. f 0- i - L. Signature: v w w. c p h c o r p. c o m ASE Engineering Services, Inc. Consulting Structural Engineers Threshold Inspectors Certified MBE February 11, 2019 Building Department RE: Marina Isle Assisted Living Facility To Whom It May Concern: It is acceptabe for HU46 to use 10-1/4x2-3/4" then and HU68 to use 12-1/4x2- 3/4" then. Sincerely, Mason Xie, Ph.D., P.E. Ho. 61161 # 10244 East Colonial Drive, Suite 202 Tel. (407) 677-5565, Fax (407) 730-2999 Architects Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771M/E/P Surveyors Planners Transportation/Traffic Phone:407.322.6841 Fax:407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 1, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Interior Wall Framing Partitions Area of Inspection: All floors where back to back bathrooms are located. Inspection Disposition: Comments: Inspection Date: Inspection Notes: 04/01/2019 Interior walls partitions for back to back bathrooms were inspected in all floors. Wall framing was installed accordingly with the plans, proceed to close the walls and install the showers. A follow up inspection will be required for the remaining interior wall partitions. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Signature: /,,— f Vt! w w w. c p h c o r p. c o m Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, 'FL 32771, Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 10, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Exterior Framing Area of Inspection: Front and Back Exterior Framing Column Bumpouts. Inspection Disposition: Comments: Inspection Date: Inspection Notes: 04/10/2019 Exterior framing columns bump outs for north and south wall were inspected. Original plans show framing to be made out of PT wood but was changed to light gage framing. Detail was provided and attached on the report. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority forsubstantial compliance with the approved plans and applicable state and local codes. 5 Signature: v %v w. c p h c o r p, c o m Hl' I H": I I TRUSS ENGINEERING MODEL SHOWS TRUSS OVERFRAME OCCURING ABOVE THE TYPICAL ROOF BEARING ELEVATION. CONTRACTOR TO VERIFY CONDITION, AND POSSIBLY CONDUCT FIELD MEETING THIS AREA IF REQUIRED. 2"x8", 20ga. METAL STUD, 16" OC. almmIBE I LD HORIZONTAL 9 6C. BLOCKING AS REQUIRED H,, IN MIA o0 m MARINA ISLE ASSISTED LIVING SANFORD, FLORIDA (, ELEVATION "BUMP -OUT" DETAIL ASK #23..-" 00 S. 090m Ave SCALE: 1 "=10'-0" 9 MARCH 2O19 "°a Sys +eeww.xa e Architects Engineers Environinental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407,330,0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 10, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Exterior Framing Area of Inspection: Front and Back Exterior Framing Column Bumpouts. Inspection Disposition: Comments: Inspection Date: Inspection Notes: 04/10/2019 Exterior framing columns bump outs for north and south wall were inspected. Original plans show framing to be made out of PT wood but was changed to light gage framing. Detail was provided and attached on the report. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority forsubstantial compliance with the approved plans and applicable state and local codes. f Signature: a- / l . w w w. c p h c o r p. c o m Architects Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771M/E/P I Planners Surveyors I Transportation/Traffic Phone:407.322.6841 Fax:407.330.0639 Inspection Resort Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Thursday, May 02, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project #: T11202 Contact M GC contact (386) 689-3991 Type of Inspection: Mechanical Area of Inspection: 2" floor — all exhaust fans and associated ductwork out to the exterior wall, supply and return ductwork routed above ceiling and associated with AHU-1. Sleeves for wall A/C units. Inspection Disposition: PASS, no issues recorded. Comments: Inspection Date: Inspection Notes: 05/02/19 1. 2"d floor — A/C wall sleeves — south facing wall - (3) not installed from east numbers 3, 5, and 6. 2 2nd floor — A/C wall sleeves — north facing wall - (2) not installed from east numbers 3 and 4. 3. 2"d floor— no exhaust connection to wall outlet installed, similar condition on 4d' floor exhaust duct installation. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Doug Kramer Signature: w w w. c p h c o r p. c o in 4 2o'-W o. TRUSS ENGINEERING MODEL SHOWS TRUSS OVERFRAME OCCURING ABOVE THE TYPICAL ROOF BEARING ELEVATION. CONTRACTOR TO VERIFY CONDITION, AND POSSIBLY CONDUCT FIELD MEETING THIS AREA IF REQUIRED. 2"x8", 20ga. METAL STUD, 16" OC. IIloll 011 MARINA ISLE ASSISTED LIVING SANFORD, FLORIDA 1-01#10 ELEVATION " BUMP -OUT" DETAIL ASK #23..-" 321 D S. Ave Lolendo. R 37H(SB SCALE: 1 "=10'-0" 9 MARCH 2O19 . 4 Arch.itects I Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771 M/E/P i Planners Phone: 6841 Surveyors Transportation/Traffic Fax407.330.0639Fax: 407.330.Q639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: April 11, 2019 Permit#: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project M T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Roof Dry -In Area of Inspection: Roof Inspection Disposition: Comments: Inspection Date: Inspection Notes: 04/04/2019 Roof dry -in is according to plans, acceptable. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Signature: ~ V`. w w ry . c p h c 0 r p. c 0 m Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: May 13, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project M T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Exterior Fagade Weather Barrier Area of Inspection: North, South, East and West Fagades Inspection Disposition: Comments: Inspection Date: Inspection Notes: 05/13/2019 Weather barrier on the exterior fagades was installed properly. Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. f Signature: Y t l w w w. c p h c o r p. c o ni Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: May 8, 2019 Permit #: 17-2835 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Exterior Facade Area of Inspection: Wood furring North Facade and building wrap on south side Inspection Disposition: Comments: Inspection Date: Inspection Notes: 05/08/2019 Wood furring on the north facade was installed properly. Also, building wrap started on south side and partial on north side. Inspection passed. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority forsubstantial compliance with the approved plans and applicable state and local codes. r i - 1. Signature: w w w. c p h c o r p. c o in Architects Engineers 500 West Fulton Street Environmental Landscape Architects M/E/P Planners Sanford, FL 32771, Phone: 407.322.6841Surveyorstransportation/Traffic Fax: 407.330.0639 Inspection Resort Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Wednesday, May 15, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project M T11202 Contact M GC contact (386) 689-3991 Type of Inspection: Mechanical Area of Inspection: 3rfloor— all exhaust fans and associated ductwork out to the exterior wall, supply and return ductwork routed above ceiling and associated with AHU-3. Sleeves for wall A/C units. Inspection Disposition: PASS, no issues recorded. Comments: Inspection Date: Inspection Notes: I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Doug Kramer Oc Signature: w w w. c p h c o r p. c o m Architects Engineers 500 West Fulton Street Environmental Landscape Architects Sanford, FL 32771MhJM/E/P Planners 6841 Surveyors Transportation/Traffic Phone: Fax407.330.0639Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Thursday, May 16, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Electrical Rough -In Area of Inspection: 1st floor electrical room for installation of MDP and closing wall off on Elevator wall. Inspection Disposition: PASS Comments: Inspection Date: Inspection Notes: MDP Conduit stub -ups are located and are correct size. Service Ground is pulled and ready for connection to building steel. Riser pipes are correct inside electrical room Elevator wall, and 8ft wall can be installed. No deficiencies noted. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Eric J. Palmer Signature: 91 w w w. c p h c o r p. c o m Architects Engineers 500 West Fulton Street Ell,11 "ental Landscape Architects Sanford, FL 32771 M/E/P Planners Phone: 6841 Surveyors Transportation/Traffic Fax407.330.0639Fax: 407.330.0639 Inspection Report Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Thursday, May 16, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Electrical Rough -In Area of Inspection: 1" floor electrical room for installation of MDP and closing wall off on Elevator wall. Inspection Disposition: PASS Comments: Inspection Date: Inspection Notes: MDP Conduit stub -ups are located and are correct size. Service Ground is pulled and ready for connection to building steel. Riser pipes are correct inside electrical room Elevator wall, and 8ft wall can be installed. No deficiencies noted. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Eric J. Palmer Signature: L' 4v w w. c p h c o r p. c o m Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Thursday, September 10, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Electrical - Area of Inspection: Interior 1 st floor electrical room clearances are per National electrical Inspection Disposition: PASS Comments: Inspection Date: Inspection Notes: 08/29/2019 1. Current installation of panelboard clearances in the main electrical are in compliance with NEC 110.26. 2. Main electrical room does not need fire rated walls per NEC 450.21(B) if transformers are not present. 3. Work is still being performed in the main electrical room and additional inspections are required. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Eric J. Palmer, CPH Signature: Glace ' w w w. c p h c o r p. c o rn Architects Engineers Environmental Landscape Architects M/F/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Thursday, September 13, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Electrical - Area of Inspection: Interior list floor electrical above ceiling inspection. Inspection Disposition: PASS Comments: Inspection Date: Inspection Notes: 09/13/2019 1. All 120 volt and low voltage fire alarm cable was properly strapped to the structure and hung off of ceiling. 2. Conduits were run above ceiling per code and construction documents. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Eric J. Palmer, CPH Signature: (t o 110-1611adr w w w. c p h c o r p. c o m REQUEST FOR PRE -POWER COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 4 4n Project Name: McKr\ Rk \` \K Project Address: C Building Permit #: i -1- L 3u Electrical Permit # 1 In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harnless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Print Name of Owner/Tenant Pri e of G n. Contractor Signature of Owner/Tenant ignature of en. Cqfnqucror Gen. Contractor License # JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: ASHY-NiQ ._ DEl'1/1Df'iL Print Name of El. Contractor SiglrTture of El. Contractor F_C, j `36Ca7 D 9 El. Contractor License # Progress Energy Florida Power and Light on Rev. 02.10.15) Architects Engineers Environmental Landscape Architects M/E/P Planners Surveyors Transportation/Traffic Inspection Report 500 West Fulton Street Sanford, FL 32771 Phone: 407.322.6841 Fax: 407.330.0639 Project Name: Marina Isle Assisted Living Facility Address: 530 N. Palmetto Avenue, Sanford, Florida 34747 Report Date: Monday, October 7, 2019 Permit #: 17-2836 Client: TFA IV, LLC / Excelsior Development Co. Contact Name: Frank Cerasoli / Dave Aldrich CPH Project #: T11202 Contact #: GC contact (386) 689-3991 Type of Inspection: Electrical - Area of Inspection: 1st floor Main Electrical and Mechanical room pre power inspection. Inspection Disposition: PASS Comments: Inspection Date: Inspection Notes: 10/07/2019 1. Panel boards in room have correct clearances per NEC 110.26. 2. Panel boards and emergency cabinet's doors swing a minimum of 90 degrees. 3. Panel boards have correct labeling on panels Per NEC 110.16 & 110.18. 4. Conductor's connections were tight and insulation was per code and compromised from installation. I hereby attest that to the best of my knowledge, belief, and professional judgment, the building components referenced above have been inspected under my authority for substantial compliance with the approved plans and applicable state and local codes. Inspector: Eric J. Palmer, CPH Signature: hto" w w w. c p h c 0 r p. c 0 m C+ 0 2018 CITY OF r _ ""— S.FORD PERMIT APPLICATION 4X, y BUILDING DIVISION 'j — `' JApplicationNo: _ f _ d• Documented Construction Value: $ $29,030.00 Job Address: 530 N. Palmetto Ave. Sanford FL 32771 Historic District: Yes 0 No Parcel ID: 25-19-30-515-0000-0020 Residential Commercial Q Type of Work: New Q Addition Alteration Repair Demo Change of Use Move Description of Work: install a new Access Control System Working under Building Permit # 17-2836 Plan Review Contact Person: David Ramos Phone: 407-830-6500 ext 8070 Fax: Name TFA IV,LLC Street: 115 Timberlachen Cr. City, State Zip: Lake Mary, FL 32746 Name DynaFire, Inc. Street: 109 Concord Drive Ste. B Title. Engineer Email: david,ramos@dynafire.com Property Owner Information Phone. Resident of property?. No Contractor Information Phone: 407-830-6500 Fax: 407-831-1347 City, State Zip: Casselberry, FL 32707 State License No.: EF20000528 Architect/Engineer Information Name: David Ramos Street: 109 Concord Drive Ste. B City, St, Zip: Casselberry, FL 32707 Bonding Company: Address: Phone: 407-830-6500 ext 8070 Fax: E-mail: david.ramos@dynafire.com Mortgage Lender: Mainstreet Community Bank of Florida Address: 1515 E. Highway 50 Clermont, FL 34711 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 Arill 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. t i' (.J did, 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 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 zonipg. Signature of Owner/Agent Print Owner/Agent's Name Date Signature acy r/Agent's Name Signature of Notary -State of Florida Date nature of Notary -State of Florida Date 4'i. Pam CARMEN 1. MUN12 MY COMMISSION # GG 1231 Ej(PIREuy11, lly Known to Me orOwner/Agent is Personally Known to Me or , Produced ID Type of ID ro uce BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes []No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: 1d11/ BUILDING: CONnACTN- 2 0 k: NARMA•toQU1 5 Phone::407-771-4442 : Faz:. 407.771 A1452 T141S SUBCONTRACTOR AGREFIv ENT {the "Agreement l is made effective this }•8 iiaq ofLALL2018.by.and between fhe following parties: EXXCEL &M-CHANICAL SF.ItVIM 755 Rinehart Road;Suite 20.1 Lake. Mary,. FL 32746 Phone: 407-771-4442 — )±axi 407-771-4452. Email_ brianna(dtelosQ oorrr And the "Subcontractor'': D'1'[3AEIRE 109-B Concord Drive Casselberry, F'L.32707 Phone; 407-830-6500 THE SUBJI?CT NTATTER of which Agreetnent.is the performance of'work and/or servicknowrtas- es at the. location.gcnerally. The "Proicct':: Marina.lsle AssistedLiving F.scijiry 530N. Palmetto Ave t,,,-' Sanford, Ft 32.7.71 WHEREAS, Exxcel Mechanical Services, LLC desires 'to -retain the: Subcontractor to performcertain work and/or services atorontheProject, and:Subcontractor 15.eviise desires to perform such .work in accordance with the,terms see forthinthisAgrecrnzniNOW, THEREFORE,. for good.and valuable consideration, the receipt anrl.:sutirditncy of whiO both parties hereby acknowledge, ExxcelMechanicalServices; LLC and Subcontractor..(also referred to herein individually as a "partyy or cob(eoti^v6ly as the: "parties") expressly agree; represenr and Covenant as follows: 77)eabovedefirrftldasand representatiourareoff?)? edandmincoparateethroughoatjh&enere.{gwment, 1. C n ract Docurtumts and tt ¢work a The Subcontracror shall famish all of the material; .and perform all of the Work as set' forth. below in strict compliance with theContractD'ocurrients. The phrsve"'Contract Documents" is defined to mean and include (a). this Subconvactor Agreementand .its Scope of Work; (b): all plans, drawings; :specifiiatiom and, wrimn modifcations,thareto madeittaccordancewiththisAgeccmcut; .(e). aria work, piuciiase or change. orders issued during the courseof "the work {dj all exhibits, attacbmiiits, addenda, or otbet docermeats incorporated into this. Subcontractor Agreement; and (a) trny Written mvdi£cations or supplements m this: Subcontractor. Agtrcment by. the parties subsequenttothedateofexecutionofthisSubcoutructorAgreementb. The SubcontmuOrsballperformtheScopeofWorklisted•below in accordance:wid, the terits:of This Agreement In the eventthatSubcontractorbecomesaware, or would have become aware through: diligent:investiIgation, that a conflict exists between. the Contact Documents and the'Scope of Work, Subcontractor Sha Hmmediately notify ct in writing, if Subcontractor perfonns work .that deviates. Fiona excel Wleehanicat.Services, LLC of such confili the Contract I} ocuments :or'the terms of this Agreement, such work will be deemed grattiitt;rtfr. In the evcn4't}t such nonconforming work. causes an additional burden, either financially or Ibgist eally, to t. Inet a even tsicat Scrviccs; LLC: and/or its customer, Subcontractor.sbal) immediatelycamethe non-cont'.ormir a Work to come into compliance with the ContmetDocuments. Em's 10 41 Subcnrmactor's.'fnitia s:; 2. k of. Work. Subcontractor shall perform all work and services descnbed in the Subco*actor's..proposaL which is attached hercto as Exhibit A and incorporated herein byreference (the -Work' ). Subcontractor shall.provide all-tiecessary labor, materials, pmnit and outer items neccssaryto perform :the Work Iu the event that;any term.o: provision ofF.atkiibit A. is is conflict Kdtb:br contradictgry to the ren=' der of this Ag*mm line tem or provision of the remainder of thisAgmment. shall control. 3, 1'avmeiitT&r=: StibC nntractor's ev6;ces t! a She Contract Amount is S29 30.00.. No amountshalI be due the Subcontractor other than the Contract Amount:unlcss authorized and agreed Cq by Farrel 2vlechanical Services, LLC.in accordancewith section, (5) af thisAgreemem.; Subcontractor's fWl perfom=ce of. its obligations asset. fortb in this Agreemmt is a cond' itionptecodcatto l sexed Mechanical Services,LLCs.obiigation to pay the Couttact Amount to Subcontractor. _ b. 7he.Subcornractor shall, on its own time and expense, and as a eondituou to payment_ byBxxoel Mechanical Services, LLC of the Contract Amount, submit to Ekxncl Mechanical ScMget, LLC axelease of all mechanics and material liens; manufacturer warranty and materials, infohnation and. certificates :for all materials installed;. as Well as all insurance certificates and license information of Subcontractor or its agents or contractors, as requested byExxcelMechanicalServices; LLC. c. Subcontractor nwmake.applicaaon to Exxcel Mochanicei.Services,.LLGfor paymcutforporfious of the Contract Amount:by using a standard A.iA C702 and 0703. paymeai'. icquest:form Ali certificates of hiSuranec. r q*jed. zqust beddivered.to Exxriel'Mechanical. S.ervices,.LLC in a satisfactory form as: aeon don prccedew to £saxcol Mechanical Services, LLC's obligation to: pay Subcontractor any pottion the Contract rlmoun't. The payment application shallincludeanoriginalofthefollowinx1) Description ' of.the.portion ofWork performed; 2) The payment amount requested; and estimate, of percentage of the Work completed; and. 3) A release and Waiver of any methanic''s or materW man's lien thrall Work completed and materials used. d. All portions of tine Work completed by Subcontractor up to aniT including the loth day of a given mouth aivafi.be submitted by Subcontractor for pa}mucus on or before the t5d' day of; that montli: All applications f6r payanent reccived by ExxcelMechanicalServices;'LLC in accordance: with the provisions of this section shall be paid by F—Xxcel Mechanical Services, LLC to Subcontractor on or:befoie the'10th dayofthe montls::it:unediatelyfoliormmg the date of 'Exxcel Mechanical Services,.LLC's receipt of Subcontractor's application for payment. e. Ten percent (10%)'of each draw amount requested in Subcontractor's applications for.paymeni shall be retained and deducted by Exxcel Mechanical Services, LLC as retainage to gaara* Subcontractor's performance under this Agreement. EkxcetMechanicalServices, LLC may make aIdjustme ts.as necessary_on arty oi,all of Subcontractor':s applicationsforpaymenttocauseten.percerit (10'/0) o€ all payments matte to Subcontractor to tit. all rimzs:be retained hy:Exxcel M chanical Services; LLC. The retainagoamount shall only be released by Eicxcel Mechanical Services; LLCtoSubcontractoruponsatisfaction.of the following conditions:. 1) Thi Work:is 100% comp.) etc; 2) .ail applicable inspections bavepasscd; 3) Farrel Mechanical Services, LLC and its customer have both approved and signed off on 100% of the Wotk; and 4) 'all `punch - list' it=have beencompiered Upon site occurrence and foil satisfaction of all of the foregoing conditions, Exxcei.ivlechanical Service&; LLC shall remit theretainageamounttoSubcontractorwitbir< ddrty 00) calendar days of the',datc upon whicb tbe:last Of the foregoingconditionsoccurs. r f. it .arty event, Exxcel Mechanical SeMoes,.LLC's obligation to pay any portion -of the Contract Amount. applied for bySubcontractorisconditionaluponExxcel Mechanical Services, LLC's receipt of sufficient payment from its customer for ck hich the Work isbeingperformedtocoverSubconmactot's application amount; whirls sufftcienayshall be: determined by Exxcel MechanicalServices, LLC in its sole discretion. Subcontractor understands and aclmowfedgcs thaf delays. in payments to Exxccl Mechanical Services, LLC, from the Ownet of die Pmjeet tray -delay payments to Subcontractor fmm ExxcelMechanicalServices, LLC. Mmme of CompletiotL a.. The Subcontractor sivall employ persons .of competence and skill to complete,the Work tibcghtractor shall comply withtheaforementionedrequiiemems:tbroughout the:_ptifotinartce of the Work The'Subgontracfor covenants to abide by all written sclteduling, completion sad timeline regtiiiements communitsated'to it in writing by Exxcel MechanicalServices, LLC, The Subcontractor shall cause• the Work. to be.100% complete, ' Iuding s(I accessary approvals, oeitifications, and passage of inspections incidental to the Work on or before R inc, ud n from commPnrem ntdosnofGenf +nler 17,101$ EDC's ini ' Q—Subcontractor's Tnitialm . S Completion Date"), 7bo Subcontractor covenants to continence the Work within ftee (3) business days from the date oA which the Subcontractor receives the necessary permit to begin, the.'9r'o;k Any: delay in the completion oftheWorkbeyondtheCompletiotDateshalhedeemedg. tnatet al delay and breach of this sectron,.:;lie damages for which shall include, but shall not;be.lir aW ta,.the:arnounf stated iu section l3. of :this Agreement. b, Tirne rs.of the essence in rgpr& to the to ms.of. this swtlon. Nofwiths anding anything tc the.contra y containedinthisAgreeurent;.Exxoel Mcchanioai Services LLC does no; guarantertbat the Subcontractor willbe entitled to a: certain starting calendar day for the perforntanea, of the Work, and all schedules trade incidental.bereto will,. at all times be subject.io ebange as Exxcel. Mechanical Services, LLC rtiay decmnecassary. C. Neither the Subcontractor nor. Exxcel Mechanical Services, IIC has the authority to :verbally modify this Agzeewent br any sdieditle, txtu3it or addenda made incidentally hereto:, Any birch modification is unenforceable and void ab inaio. d. Subcontractor shall comply with an written requests made by Exxcel Mechanical Services,. LLC to, adjust Subcontractor' s ,performance of the Work, including; but not. limited` to requests . that. Subcontractor supply additional labor is performance of the Work if it becomes apparent to' Exxml Mech3srirsi Services; LL.0 that: Subcontractor is f in& or will.soon.fall behfud:sehodule, as win gs,jny.wiiften requbsis forreasonable assurance. made by Exxeel Mechanical Seances, LLC. In the event dmt. Stibcontr riot falls behind schedule and fails to correctsuchdofieiencywithintwo (2) days of its rcoeipt o$ivritten notice from Exxccl iviechatncal Services, LLC d' emandingsu6 correctioir, Exxt;61'Mechanical Services} LI;C reserves.the rightto select a substitute subooneractor to complete the unfia:ished portion ofthe Work, and to deduct all costs and expenses reiatbd Theretofrom the unpaid lie e= of the Contract Amount If such costs and expenses exceed the:.unpaid balanci of -.the Contract Amount, the Subcontractor shall promptly reimburse and deliver payment Of such.:azcess amount to Exxcel Mechanical Services,, LLC upon demand In agreeing, to aotnpletc the Work in compliance with the lerras of section. 4 of this.Agreement; Subcontractor warrants that it bus taken into -consideration all fozeseeable coinplicatioits and delay§ ti'necessthat. might arise from its perfor=noe of the Work.. Subcontractor hereby covenants. to make any and:aaryaeljustmeiits.fgcordinary belays and complications incidental to the Work, including, lint not limited to aelxys in. scouring materials and labor. s Tutheevenilhat Subcontractor anticipates a delay in performance of tine Work, Subcontractor may make a request. for an extension of time for it to complete performance of the W6& (ail xteaaioA"), Extensions: 1) Must be in writing and signed by an Authoriz:d.Representstiuq of Subcontractor, 2) Mustbe delivered by either registered trail or E mail; and 3) -Shall notbe deemed effective unfit autborind.in writing bylimel Mechanical Scrvicas; LLC. g. The Subcontractor' s. failure to comply%Ith the provisions of Section 4 of this Agreement sibill.constitum a material breach of -this agreornmi The foregoing :sentence shall not be construed to limif or negate the materiality: of any other provision contained in this Agreement. S. Chance Orders, No change, deviation. or modification maybe made to orftvm.the Work; Contract Amount; :Completion Date or other provision of this Agreement unless a change order authorizing the satire is mutually agreed upon is writing and signed by both Exxoel Mechanical. Services, LLC and Subcontractor, and incorporates this Agreemeai to it by reference. Both Exxcei Mechanical Services; LLC and Subcontractor herebyexpressly: agree and acknoviledge that no ager.4 employers orrepresenrative ofeithergarty Gas the authority oraapaciry to legally bind in airy wayby'verbal agreement, 5. Cleaning Lln. a The Subcontractor shall keep the premises and surrounding area free from.accumulat on of waste mgterids or rubbish caused by the Work The Subcontractor shal:l.be responsible for cleaning up tiie'Fra, on a daily basis: iJpon completion Of theWorktheSubcontractorshallremoveanofitswastcmateriais, rubbish; tools, construction equipment, machinery and lu lus materials, unless ,otiiermse.instructed by rMeel Mechanical Setvioes, LLC Wwriting,. b. .If theSubcontractor fails toperform its obligations in section 6(a),above, Faczeel Mechanical; S.ervices;. I I C`may; at its sole optioneithercausethepremisestobecleanedto.ita satisfaction and deduct all costs related, theretofrom the Contract Amount; or demand. that Subcontractor come into compliance with the krms,ofthis .Agreement within two (2) days,. rho failure of which compliance by Subcontractor; sball be deemed a material breach, of this Agreement. The foregoing sentence shall not be construed to limit or negate the materiality of Puy other provision contained in this Agreement 7. Permits andLicenses Subcontractor is responsible for securing and paying for all required permits for the completions of the Work, Execution of this Agreement isarepresentationthattheSubcontractorisinstrictcompliancewithrilt:applioeble laws, regulations, ordinances, permits, and riles iii ih8 State, as welt as.aftothtr apptical lc jurisdectigns, .where the. Work is perforated. Ue.Subcontractor shalt Comply with and give tiotioes required by laws, .regulations; ordinances, and rules and lawful orders ofpubiic and.privatc rl EDVs Ini. autltatYties::applicable toparforrnanee of Suiicotitractor'S:Initials: C 4 the Wort If the Subcoutmetor,peeor ms Work that it. contrary to .any taws, statutes, ordinances, building odes; roles; or regulations applicable to the 1Vork, the Subcontractor atndl assume. elipmpriato responsiliifiiiy for suchWorkandshallbearthevestsattn$utable to correction. b. : Subcontractor shall comply with all laws, rules, regulations, pernft and safety requirements OfExxcei Mechanical Services, LLC in order to maintain a:safc working.enviroirrnent ar the job site Subcontrarxar shallspecifically comply withthe:0ocupational Safoty and Health Act (OSHA) of 1970, as amended, the Consumers Product Saf y Act.of.1972, as amended, and.alI ocher similar or.relatedlaws, tules.or regulations. applicable to the Work. Exicel Mechanical Services, MC shall not -be. liable for any in}niter to Subcontractor or. Subcontractor's agents'. employees, or affiliates that occur on; at of near the location at which. the 'Work is,petforined, as a;tes4 of a failure: to comply with this section on behalf of Subcontractor Of its employees, agents; afixliatrs, contractors ar-iite agents or employeesofanyofthan:. 8. Taxes. , The Subcontractor is responsible:for all taxes which are imposed directly or indiiectiy on -materials, work, labor or services required to fuifill.its obligations tinder this. Agreement 4. CgdeComoliance . tmd1n5p=tioa a. The Subcontractor shall perform the Work in conformance withtheapplicable local code and ordinances tvltetiier or not covered. or. addressed by the Contr=Documents, b. Wbere required by laws, ordinances, rules and regulations, the Subcontractor strati fie,Rhte jhc inspection..and approval of air Work by the building dcpartmant, and any otherAutborities whose approval is required for use and occupancy of the space on which the Work is performed; C. if the Subcontractor performs Work contrary to lays, statutes, ordiria ccs builditzg code or regulations,, the Subcontractor: shall assume full responsibility for such Work:and shall bear; all. costs fort placing such Work in cQnforrmmoe. 10. insurance. a. Subcontractor shall maintain and pay for, throughout the term ofthis Agreement, insurance coverage of the.types and with the miuiruum limits set forth below,..Such coverage shall be maintained in a form and with companies acceptable to Exxcel Mechanical Services, LLC and shall .meet the applicable:requirements imposed under this Agreement and/or by any governmental.autha ' bavitrg.jurisrlictlryn over the Work, and shall provide primary insurance for anycoveredloss.. Each.Policy of Insurance required.berein shall provide. for sixty-(00) days written notice to Exxcel Mechanical: Services, LLC prior io oancolianon. Subcontraefo.t shaft maintain, at a rninimu ii. at all tunes during the course of the Work at Subcontractor's cost and expenso the coverage, tcimsi riders and. amendments, required by state and fedeml law,, as well as Ex -tool Mechanical Services, LLC'srequirements. b. Subcontractor shall, immediately upon execution. of this.. Agreement, and as additionally:requested by Emxcel Mechanical Services, LLC, provide Fxxcel 24iechanrcal Services; LLC a Certificate .of insurance which acknowledges and agrees that Exxcel Mechatical Services, LL.0 and Subcontractor, and their officers, directors, employees, afi"ilfates, successors,. and assigns are. within tine co coverage andinsurance: nteasplated zone of protection of such liability C. Prior to commencing the Work, Subcontractor shall provide to &xcel Mechanical.Sarvices, LLC:a Certificate of Bwu oe naming ' Fsxcel Mechanical Services, LLC Services Group, LLC' M au Additional Insured and Loss Payee. Subcontractor shall be responsiblefor any desired coverage against;darnagc..ar Ioss..to its .aii+n maieriais, tools, equipment, scaffolds;.braoiug; cranes, lioists; and any other itemsto be used `ia Supcontraetcsr's performance Of the Work. To theextentthatSubcontactormaintains.Insuiance coverage for loss or damage to property,., Subcontractor hereby waives subrogation ofclaims. against Exxcel Mochan cal Services, LLC, the Ptaject Owner, ottzersubcontrsetors andiiieir agents or employees, and the respective insurdncepolfcies of the same. Subcontractor shall furnish Exxcel Mechanical Services, LLC.with a copy.afeach accident; theft or varidalism report made by Subcontractor Co their insurance carriers, Subcontractor shall cooperate with :its .insurance. . carrier. and Exxctl. Mechanical. Services, LLC's insurance carriers in faciliWinS:the adjustment of any clam or demand arising out of the Work Nothing contained indaissectionshallrelieveSubcontractorof.its indemnftyobf gations set forth elsewhere :in the.Agreement..in the event Subcoatractor fa0s:or naglects :tq-obtain or renew the: required insurance and famish evidence thereof toExxceiMechatircatServices, LLC with ice exe'uterT Cerrificaie'of Insurance form, Exxcel Mechanical Services,. LLC shall have: (a) the right, but not the obligation, to produce Ouch insurance: and raducc the Contract Amount bythecostthereof; or (b); to deem such failure or:neglect on therPs t of Subcontractor as a material breach of this Agreemeirt. d. Subcontractor's obligation to provide insurance pursuant to this 8ec6an 10.thall be indeperidzat of all. other ob4aUobs under this Agreemta In all eases, Subcontractor shall.provide and maintain all the following insurance: 1) Workers' Compensation. i • As required bythe state. in which the Work is to`be performed 2) Comprehensive GeneraiLlabrlity , EI}C' s a s Subcontractor'slizitiafs. K t. Bodily?njury: 1,000,090 Eacb Occurrence, s1,000,000 Agregate 2. Property Damage: $1;000,000 Each Occurrence, $:1;000;000 Aggregate 3) Comprebenslve Automobile Liability: L. todilyInijary: 51.,000;000Eaeh.Occurrence,"$X,000,000'EachPersan 2.. Praperfy; 51,000;000 Eaeh{Iccutrence: 4) Gantractrrai L fsb413ty (I3'/sich shalt inclsrde:tztl;completed,Work): 1. Bodily Injury: $500,900"E 0Occurreru c 2. Property Damage. $500,000 Easli Ouctureacc 3: Aggregate. $500.;000 5) Professional Errors and Omissions Uabilityi f" n the event Subconimeior, as a part of iu Work and ahligatiom and6r this Subcontmct, is required co provide designbfproyertelemergs,.ortoproVide: cwr rrucliari.projecfdoeuirtetrtn signed and sealed&y u licensed architect, engineer, survgoe, isr other tdesignprofw,,donalj I. PerOccurrence, 51,000;000 . 2. Aggregate;1,0:00;000 3, Deductible •not io exceed; $25,006 11. Nigerials and l_abgr- a, Subcontractor agrees to .furnish and pay for all necessaryy management, superJision;.labor, equ pnient poever;. supplies, materials, permits, machinery, tools,. iastrrance, transportarion, services, facilities„and any tither act or thing (" Materials and Labor") required to diligentlyand fully perform and. complete tlae b. Subcontractor steal! .exert its best efforts, skill and judgment and shall exercise all due diligence to:complete the Work in accordance with the highest standards of'the industries: that the Work encompasses, and in the most expeditious,, sourid, and econorn.icalmanner. 12. _ Cruarantee: Warrantvj Tire Subcontractor guarantees that any.materials.and equipment used in.any Arork,petformed'by Subcontractor shall be of good duality and new, unless Exxcel Mechanical Se vices,.LLC gives written approval otherwise; that: the Woxk'sbail be free -from defects not inherent in the quality required or permitted; and that the Work shall confami with any and all agpbcable. laws, regulations, ordinances, and rules; as, w.01:. s the term of this A:3recmc at:and the: ContractDocurnents. If required by Bxxcei Mschaniical Services, LLC, the: Subcontractor shall furnish satisfactory evidence as to the. kind and quality oftimterials and equipment. Subcontractor warrants. that flies Wor* shali•be free of defect of any kind or qualitv. for a'period of one (1) year firom the daie.of compidtion. of the Work.'bn.the event that a defect arises within this period,. the Subcontractor shall promptly correct suclf defer-t at its own cost, and :to the full satisfaction of Exxrtl Mechameal 9endces, LLC. 13. Xcomple_ trsftlye, ,.em Workwereeitherdelayedbeyondthedateofcompletionreilected.in section 4 of this Agreent; or otherwise failed to coon 0 vi .an of this Agreement, the parties bexeto agree flies j e 33acxeei ?TbcI 'Cal Services, LT-C would suffer damages, but that suc sq}dbe ext to ascertain: Therefore, ii is agreed, that a reasonable rriinimum estimate of the damma ess.ytTie`55ttbtvxiEt th'e ExxceI Mechanical Services, LLC would be (S500) pet calond C. Work 'is.completed and brought into'com M this Agreement: Thissection she xtr t-b onstnied ro lifnit Stibcontractor''s liability for any outer:deficiency or breac this Agreement. b tractor Hereby expressly agrees that the provisions of this section area reasonable and accurate estimatiel Mechanical Services, LLC's damages; and hereby waives its right to contest the validity of such damages in any proceeding, whether at law or in equity. 14. SeleetionofTrial Riphis: Arbitration Both Exxcel ,4leohanioal Services, LLC arid. Subcontractor bereby waive their right to trial byjm in any lebalaction wising 011C of or rElaicd to this Agreement. Both parties agree that any controversy, claim or. dispVtc that arises out of this contract shall be arbitrated, by the by the American Arbitration Associatiorr.(AAA) . under .their construction industry Hiles:. The subsequent jtulgment and award. rendered by the.AAA may be recorded in any Court having jttttisdiction:tlrereof. The prevailing party in any dispute arising hereunder shall be entitled to rccovtr its atWrney's fees and costs including without limitation; in the lower tribunal and any appellate court; and`intluding, without Einxilation; rises for dotcrmining the arn.ount of fees to be recovered as well as entitlement. The foregoing shall not be coustrued.tolimit, t;egare.orI abridge the Subcontractor's obligations as set forth elsewhere.in this Agreement. 15. Inderrini€z avian TO the fullest -extent permitted by law, the Subcontractor hereby covenants and agrees to indcmnrty; protect, defend and 1 DC's Tnitia( Subcowractor's Initials: hold. hainiless.ExxceI Mc.chanical.ServioM. LLC and its. agents,eff}iates, clients, suppliers, employees and .customers, and the:employees agents, customers and suppliers of all of them (coiiectiveiy,:tlte "IndemaEiiled Parties") from and against any.and all claims; actions, liabilities (whetberactual or alleged); losses damages, Iexpenses and: eons; including, but.not limited to reasonable attomey's fees; breught or alleged against,. or incurred by.any of:the Indemnified Pardo$ arising outof or resulting. from the Work, this - Agteement, or any act„ omtastan or ncghgcnce of the:Subcoatiacier.or: its agents, contractors, employees, suppliers; subcontractors. or any person or, entity rl ectly or.indireetty engaged, byanyofthem, or -anyone for whose acts they be liable; as well as`ibe employees; agents, custom'czs'ana suppliers of any of them (Collectively the `"Responslble Pardee). The foregoing oofigation;slial . ternain in effect regardless of any actual or alleged act orcontn-butory negligence, caiiapat t . e faultor ether actor omission .of or onbahalf of any ofthe. Indemnified Parties. This section shall not be: construed .to negate,. limit; abridge orreduce other rights of the Indemnified Parties, nor any obligation or.duty of any of the Responsible Parties which would otherwise extra as to e party or person descnbed.herein. Tnthe event that a dispute involving any of the Indemnified Parties arises. out of this Agreement, and legal ae iori is taken. by or against ally of the Indemlifed::Patties in a jurisdiction that does. not. permit the foregoing indemnification, then with respect to any legal.limitafious now or hereafter it effect and affecting.the, validity and enforceability of the indemnity obligation'under this Section 5, such legal lirmtations =;made part of die indemnificationobligationtotheminimumextent. necessary to bring Section S into conformity' l=with and as. so modified, the indemttiftoadon obligation shall continue is full. €once and effect, Subject to the immediately foregoing provision regarding legal limitations, the Subcontractor's indemnification obligation inohidbs but:is.notlimitcd to. Of costs relating to the SubcomEactor's.compliance, or failure to comply with all: Applicable Taws and. this Agreement, and all costs:related to one ofthe lndeninified Parties'.enforcement. of this Agreem,;ntggainstSuhoontractor, 16. No Assiimnseat Sub -subcontractors S The Subcontractor may not assign this Agreement, whether in whole or in part, or altmv Sub -subcontractors to perform Work withoutthe prior written consent of Exxce.l Mechanical Services, LLC, the'consent to vihich:EbC may withhold in its solo discretion; This Agreement sliall not be assignable as a batter oflaw. The Subcontractor shall not assign any Waies. due or to become due to it hereunder without the prior written consent pf ExxcelMechanical Services, LLC. No payment, credit, or other form of compeusation:shall be given to the Subcontractor by Exxcel Mechanical ;Services, LLC for any Workthat.is.performed by Sub=Subcontractors :of Subcoa-"- or writhouttlieprior n ruen consent of Buccel Mechanical Services LLC, xxce! Mechanical Services;, LLC and theSubcontractoreach Binds itsdif and; to the extent pennitted herein, its successors and assiPs, to the -party and, and to the extent pernfitted herein, the.othec party'.s successors and'assigns; in respect to all covenants, agreements and obligatiorts contained in thisA:greement. I7. sVernbili Should any part of this Agreement be renderer or declared invalid by a court.of competent jurisdiction; such invalidation Of such part or portion of this Agreement shall not invalidate the remaining portions. thereof, and,theysball remain in fullforceandeffect13, IudependentGantractor Exxiel Mechanical' Services', .LLC and the Subcontractor agree that Subcontractors an independent Contractor. and that tra' neithertheSubcontractornor its employees,.agents, or eoutiactors. shall be deemed to be as employee of Exzcel Mechanical Services, LLC.:Subcontraetor.agmes that Subcontractor is tot entitled to the rights or benefits afforded to Fsxxeci Mechanical Services, LLC's employees, including disability or unemployment insurance, worker's compensation, medical insurance, sick leave, or any outer employment benefit of,any land l4. Care ofmateTials Subcoiitractor agrees to be diligent in the proper care of any materials supplied by either Exxoel Wchanical services, LLC; or E=cel Mechanical. Services, LLC's client: All materials so suppliedareto.be stored I in an orderly waythat protects themfrom wind, moisture, and other damage,and.provides.gcneral site safety. ExxcelMechanical:Services, LLC may at its discretion hold Subcontractor accountable: br value' of materials damaged by negtigent Subcontractor care or use. E*Wel Mechanical Services, LLC. shall back charge 5ubeomractor. for the cost of materials, deemed by Exxcel Mechanical Services, LLC tobedamagedbynegligentSubcontractorcareorum. Subcontrdetorshall.prompdy notify lxxcel Mechanical. Services, LLCofanydefectsinanysuppliedmaterials. In any event; ride of loss for damage to any materW.s used is the Work shall notpass from Subcoantractor to:Exxcel Mecheniml Services, LLC unless and until the Contract Amount hasbeenpaid, in full. 20. Subcontractor's gbo*and, ly f terialCharees Subcontractor shall pay when due all valid charges for labor:and material incurred by Subcontractor and used 'in performing the Work, and Subcontractor shall also be responsible for keeping thepropei ty on which the Woricis being performed beeof all mechanic'sliensrecordedbyoruntler.its sub contractors (sub -subcontractors) and suppliers of any tier, If Subcontractor fails to make any payrnents required. under ibis Section-, or if Subcontractor fails to keep the, Property on which the Work -isbeingperformedfreeofmechanic's liens, Exxcel Niecbanical'Services; LLC may both settle such claims_and deduct thesettlementamountandcostsfrompaymentsdue; to Subcontractor. Subcpntracwo shall not Cause any lien to. be recorded on any property on or at which: the Work is perfotmed. Such recordation or attempt shall be deemed a material breachofthisAgrcamenL. HDC's Initialsg____,Subcotttracior's lnitia -; l 21, Set -Off r In the event that Subcontractor performs'SrJo* inconsistent with, orin.vialaiioti of:ihe tefts of this. Agreement; Exxcel Mechanical Services, LLC shall be entitled: to set-off and deduct any amount owed to, 3izbcontractar by EitxcelMrchamcedServices, LLC in order to satisfy any amount owed to Zxxce2 Mecbanieal'SexvIc S 'bLLCcon ra forb nExxcr, including, but not.iimited to, xxcet Mecbalaical Services, Li C`s back-c 4ps or mitigation costs in: cot cling, orcausingtobecorrectedSubcoutimctor's Work. 22. SUbcorrtractor'sCCrtifrcatiori The Subcontractor certifies and warrants that it has read; and is fully familiar with . all of the tests and provisions of this Subconicdcror. Agreement, the location and condition of the job site, and..that Subcontractor is satisfied by its 'owninvestigationregardingalltheconditionsaffectingtheWorktobedoneand: materials to be fiirrtishedand that Subcontractor agrees w perform all obligations described ill .this Subcontractor: Agreement based upon such. investigation and research and not upon any estiinate; opinions,: representations or outer Wormatioa received from anyone or anything else, .Based upon Subcontractor's ittdependaw .'invosb. gction, Subcontractor .agrees. and acknowledges that this Subcontractor Agreement represents the:cntitc agreement between Subcontractor and Exxcel Mechanical. Services, LLC, and. no estimate or bid; nor any verbal.agree mcl-t or conversation betvreeIn the two parties orwithanyother. person,. either be£are or after the eiceoution of this Agreement,, shall affect or modify eay.:of the provisions or obligations set,fortb herein. Subcontractor,, its. subcontractors (Sub-Subcotncactors), suppliers and/or terialmen shall be bound by this Agreement insofar as #trey relate in any way,: direcily:or iuditectly, to the performance of the Work as. described .herein:l3y signing, .Subcontractor agrees to elf of the terms set forth in tl_i5 Agrecrucnt. 23.. Termination This. Agreementshall be effective as of the date stated above in the fast paragraph of this Ark eeinent atidsliali unless earlier termixu ted as provided in this section, cons rme until ft.Work and all applicable inspections arising hereunder are 100% complete and approved, and Subcontractor bas been paid.100%o of the Contrast,,Amnunt.,1 iotwithstanding the foregoing, ExxceiMechanicalServices, LLC may terminate this Agreement at any and for any cause by delivering three 6) calendar days' prior written notice to Subcontractor of the same; provided that any mn'd all portims,ofthe 'Wak properhy completed in fall compliance with the provisioas of this Agreement to the date of such termination shall be paid for in foil' Exxcel Mechanical Services, L.I.C..Ea the event ofsuch tetznination, all materials and equipment' owned by Subcontractor shall be promptlyremoved from the properly:on which the '44t'ork was peaformed; pmvidcd drat Subcontractor's removal thereofshallnotcause any. damage to the property of Exxcel Mechanical Serchces, LiC, its customer,, theproperty owner, any other contractors or any other person, or entity. 24. 4otices Any and all notices or other masers required or permitted by this Agreement shall be in wriilug: and shall be deemed duly and property served when personally delivered to the party to whomit.s addressed; or rir lieu of permoual delivery,. notices may be sentbyseputable overnight carrier (c;g:,,Federil &press; DHL) orcxru ,e ,United States -mail, and. addressed to eachpattyas stt:forth in the hrstparagraph oftliis Agreement above, respectively. Either party maychaitge its address fbr the purpose of this paragraph by giving written notice of such change to the other party in the manner provided in this paragraph. If sent by mail; notices shall be deemed duty and:p)roperly :served upon receipt by: the, recipient, or aNt' severity -two ( 72) hours of being Spat, whichever occurs first. 25. 3ite.rection headings contained in this Agreement are.for reference purposes only and shiall not aiieot the meaning. or interpretation of this Agreement. 26. Waiver Choice of Law A failure of Exxcel Mechanical. 3ervices, LLC to insist upon strictpctforvatice of aay.ofthe.terms and condkiaas of t'11.c Agreement, or to: exercise any rights and remedies set 'forth. herein, shall not be construed as 'a waiver of Exxcel Mechanical Services; LLC's rights to assert any of the same as ag ainst Subcontractor or otherwise„orrelyon such terms, at any time therrea:lfen This Agreement stall be governed. by the laws of Florida, wCthout regard to choice of h IVI principles: Boib parties hereto hereby consent and agreathat venue for any legal action. arising out of or related to this AVOeinent shall be proper in Seminole County, Florida. EDC'.s Intit' s: S- bconttaAot's Iuitiais: C>1 2'i.C:onfideniialii r},,_'on-S'olibitation. 7be parties Hereto htxeby covenant to hold in strictest confidence the conversations, details, ?iiformation, data ar other knowlodge the "Information") derived ,from ar related to the Work 'ar this Agreement; provided that; the parties.may. discIbse the Information on a'lneed to know" basis to:itseimployees or agents for the limited purrose ful#Jling such perry's obit atians under this tlgt metatN, Otwiihstandutg anything.contained in this.Agreement to the contrary, the Subc011"stor shall wtpublicizc.in any media form, including; .but not limited to, online forums or websites, any, details .Of the Work, the Information; 4* Agreement, or. any. corrunaaiOahons E+etoaeeu $ubeontractor and Exxcel Mechanical .Services; LLC or Subcontractor and E=csl,Mechati cal Serviixs, LLC's customers. Subcoutractor will not directly of indircctly.do or. attor:ipt to: do:atty, of the following during tlae tcrm.at thisAgreementordtrringtheperiodofthva {2} years Otter tJie dare of tcraiinatron ofthiI Agreement, within any:state orprovince whereExxcelMechanicalServanes,:UC now or in the futureoperates: ertrploy, solicit for eriiploymt;nt,.divert, or takeaway myeempplovee agerit,. ar subagent of Exxcel Mechanical Services, LLC-. divert froM: E7_xccl Mec1iatriCal Servaccs; LLC any past p:rpesiding sale or exchangeof, any, goods, products or services,. use, disclose ar base judgments on :;;xxcel,Mechanical:Services, LLC's Grade secrets: or confidential information; .utilize. Exxeei Mechanical Services,. LLC's name, reputation, logo. goodwill or •other `identifying informationinanyway; directly or indirectly divert or.solirat clients. of EDC's ltat Subcontractor was nt-toduced't0. interacted:ty th or was rnade aware.of during tfte term of this. Agreement. Subcantractor.agrees that each of the, foregoing provisions are distinct and individualcovenantsthatareeach.material to this Agreement andgravelyaffects. the effective and successful:conduct Ott ee business ofEDCandaffectsitsvalue, reputation and gooduzU. USubcontraetorbreaches. any provision of ibis,jxiragralih Exzeel Nleciian cal Services, LLC shall. be entitled to obtaintemporary and permanent injunctions, specific performance, and:any otfrer.available remedy at law: Subcontractor also agrees that the provisions of this section 20 are reasonable in scope and implies t.on. 2$.SeverabifiivShcruIdany part of this Agreement be tendered or.declared invalid by a court of law; such: invalidation bf such parrot portion ofWis Agreement willnotinvalidatethe:.remaining portions thereof and they shall remain in full force effect: Iir the event ofriic foregoing, this . Agreement shall :be modified only to the rninirnurn extent. n"..0$ ry¢o comply With the invalidating lac order. orcourt, 29.Survival All of Subcontractor's obligations. as set forth in or arising under sections :10, 12, 13, 14, 15, 17;:19, 20,, 21, 23, 24, 25,26,27, 28, 29 and31ofthisAgreementshallsurviveandremaininfullforceandeffectuponandafiertheterrninaaionOfthisAgreernent. The. foregoing list of sections which shall survive the termination of this Agree.rncntshall not be construed bean ei hausdTre or exclusive listing thereof, .kly signing below, Subcontractor hereby agrees and arknowledges that all terms of this Agreement are reasonable.. 30.Countcrarrs ' This Agreement may be executed in counterparts, each of which shall be deemed to be an original,. but all: of which;.taktn together, shall constitute one and the same agreement ;By signing below, atay .pa.tothis Aarccmeni:shall be fully bound to the terms hereof; regardless ofwhethertheOtherpartysignsthisAgreement. 31: .nt re, Aereenut THIS AGREEMENT REPRESENTS THE ENTIRE, FWAL AND E3 C.LUSIV.E Aellt iv:EN. BETWEEI' 'ITiE SUBCONTRACTOR ES ANDExxcel Mechanical Services; LLC IN REGARDS TO THE SU_BJECi MATTERCONTAI ED gEREW AND HEREBY SUPERSEIDES ANY. PRIO.R UNDERSTANDING OR REPRESENTATION OF.ANY.:KTND, t'HETHER WRi7 TAT C}ii VER$Ai, EXPRESS ORIMPLIEDTHATISCONTRARYTOOtt. IN CONFUCl iiTl H THE TERM AND PROVISIONS 'OF THIS A;GRIEk4E7T, TI3iS AGREEMENT MAY ONLY BL AMMEI\I)ED BY A WRIMiG SIGNED BY BOTH PARTIES THAT REFERENCES THISAGREEMENT; OR, BY A WRITTEN AFFIDAVIT OR WORK ORDER REQUESTED OR ISSUED BY Eitacel Mechanical Services; LLCTO SUBCONTRACTOR, ACCl PTED OR SIG;\ED'By. SUBCONTRACTOR, WHILE 1A'CORpORATES THIS AGREEMENTBYREFERENCE. ALL WORX. ORI)PERS 'MADE PitRSUANT TO Till AGREE1,0NT SH U:.BE:DEE?v[Ei EXHIBITS MADEHERETO. ANY TERMS OR PROVISIONS CONTAINED ON T 4B WORK ATTAC'NED'HERETO AS EXi Ik3IT A, OftONSUBCONTRACTOR'SPURCHASE:ORDERS,:WORTC O&I?ERS, INVOICES ORO'1I3ER $i1SI 1E5S DOCL1dE1V [ S TFdAT ARE 1NCONSiSTBN' 1 WITH . DIFFERfiA7 FR02il. t?R ADDITIONAL ',l0 TiIE'TEl2MS OF.TEAS AGREEMENT ARB-HEREBY EXCLUDED FROM, AND SIiALL NOT BE PVCORPORATED INTO TIRS AGREEMEMr. IN THE:EVEN'T OF ANY"CON UCT BETWEEN TIUSAGRHEMENT.AND THE TF,RiVl'S OF. ANY OF THE FOREGOING,, TEiE TERrviS'AidD PROVISIONS OF T23I5 AGREEItiMEhQT SHALLCONTROL. ANY MARK,NO OR IN3.21AL, IKADC BY E:txcal Mechanical Scn-ices, LLC OR AN AGENT THEREOF ONtXHM$IT A SFiA L NOT BE C`O:NSTRUED,AS ACCEPTANCE OF ANY TERrM OR F.ROVISI:ON THEREOF THAT S Ii1C0NSISTENTWITHORCONTRARYTOTHISAGREEMENT. 1N ViI' NESS V EREOF, the patties hereto executed this Agre erit below: r Exxcel Mechanical Services, LLCSUB C N. R BY: bbh Name:_ Narne; ~? ' l f , Title: is rye Title., Who hereby wmnants trait beghe"sao Auitzdrucd Rcprcaeatative oP who'ti re}iy variants i6athe/yhc is en ? uthor zed Rcprescntnrlvc ui Su6corrracior. Exxcel MechanicalServices, LLC, with the full authority thereby to tuith the full nuthoritythorcby tolcgaifiy bind.tbc &ibemtractor to.rhis Agree;;icnf icgaily bindExxcelMechanicalServices, LLC to this Agrtcmenc EDC's Infy a}.S bcontractor's initials: EXHMIT A. fp gsggs ea=fY@.FCi4S . Plrop 6i6i'it t eii•.it35 3:3# Proje;d ,.. r> afma Isle ALF ittxess oxrizcs) aria Vldao 5tryv ace s lnsfaflaSssn Cast Fro To. Eta 'GMItp Attlti brianna 7s14ortfa special'Proects Coordinotor M Moehar@ lkd surce ,200 take many; FL U716' ti et-407-2.32 7?b2.Ext,146- Cellt 335-7193 CIR6ix $tla41l1ia i:a9:.COFr6 Soorse: i'aartalsey {5p iiit it rrs -- Prl-011 aver established perf<3P Cortsailtact#s.Groups secures management -system, deg docarmmits:aiated 0_14747), vnfessafherwisenoted (mbw. The quantityaUvAcesisbasedeantfaetu trarfiii w7r deg&".'£tynanuewigTreaital da,.* esand ckr aids per applicWe codes. i3vmf9m Int. 5tandaard TIems and C;oni9i ons epptyta this .quot tiarL Proposal and ark* r ttfsig.rnsratrac PLi s;hail tie rubied the Jett r t Tem:s anzT CmdMomattad d heir. Proposa is based on. a m utu* agrembte conb-6ct. Priding ix valid for (GVj days from. date of quci,. Dt' t0k,d' Des alpfiam of Proposed Scope of Work: DynvSrebiti destgneda card: access .controtand :IN ftbdifty.projeapriarmFs barred on anew con 'an appiir on-arodMRirkdu&the'tattowinghardrware. I. DYnafltm will provii a aad Instag one access cantmf maim mtriral 116 inr ua k an 6n-board netwark fr;terfa m mdtok-- DynaFtte Will Provide and ais4311 thesgstarru crperafirurs61software onto ff axstorner provided work statlop.. I . DynaFire:wHi provide and.lrsslallthe rMemf Vm6mi%y sbAL- card reademorrd readerii7 modules., 4. Dymafire Wilt irrgwHe aria instal[ tfte daor staffs rdrrfasrts 9. iiYn& Fire Will: Provide ISDj accesz omtro} credentials:: b. Lyynailre. wVf psovide.and install tt*video stmeitla.nce-system netwoft video recoidec. 7. py" Firewiffprovitleand 'bistaffhe,interiorand 9Ptstz)eras B. €9yriaffre w li provide mid instz4head end egtuipmtrd rack aced the MB .1wle ntEi rcrrk: cues. 9. 0yna, ire vAl grvvWe w.W irrstxgthe syfowV.Dkagecable .and rabble inwaagemerat Mrdware 16. 4.y+ aFirey inc ma prawitie project naarregeraenf,. imta4l3tiatr labor., eogineemd s€tnp Braaarir gs,:a5-ka i'rzna aags. product ss bm.fttal packag% sV5 mtest. and operaflgn..repo tts anieTd user training Pinang: security man,igtment &ptm iri-, taitati(Slt cost pg,*3ti b.G Car sccessrontrcata stEmsexcEe,sivnrprrrOR exCZ des #lirecailftffeosrackhmaware,power scrr e3orzdanyregrfesi tveXr;hardYavre. fkrstbn%eeA; fteserb; sdbflilies• I:.TOPrOvIdeacornpletec0ndasitracesi+* w"c t.pgE: AtWhere .reqoired. Z_ To pro -Ide and Ir siafl. Wl backba)ms,-tMughs acid iecm atim cabbie as re' ulre& 3_ To provide and Thstaff all required underground vac' ay 5 biri..pv3t-sirtb g.. 4- ToprcrrWe and at ! arty necewW fire caulking ar4fvrf`:re sj_-W tg. S- To IRsteit fire alarm,panel back- imxez and wmthawoa bad -boxes: fi. To PML (de and'te' minate all no vAc cx=aifs as regvkred, 7. TO provide a common gromd for surge protec*Dn egautpment. t;'atuei'imry iat ('3ar.S:sanu kia; i'oenpanc £eltvourtre F2781M _Mmm 12TXZT Iv9w(Fa'a` wP6b091w$nC'15 77' If a Iftis require't tttftmerto sup* or ase 6d. -Pmte!qtmtE.wS be if esireii:. S. To prbWdedectroniic CAD files, 10- To prmqd.e --Olpy *f &OdhV pemrrWO, Pll— NOq4 and current SdxdtAefs)- 31- To Obtain allif$Dlida PE S-eal docurn'er't'bo' fi. Om the: eMtmer of rebbtd as required by ttie 'A.W- f4r use .,Of Pro . dUdvatksebara f todda 16 iiqgipstewFemsFufiryFima10rz TI cm a Temt Panel sackbaxzs 7Pt L LiDjedt Exclusions. rtes aPPT'ed by l0ral Alir are NOT included f n cwr scopoprrfcw Dyr*Fke'NM PrUare and submit a low voltagepermit package t,*jf;p* fmFAW asrrqe4rd, Ard ,once the approvedlermf-. , .. is M'Clewedendwe are to you SePamt*as a Ch8A9.e Order-arblie k-es can bepajdf(,,fb'fU)j 'by others" If of the optionslisfed abm-e, Dy.mFire wig. Provide a:credR or dedoct- Thao YOL"for *20W. rqDYMFkr,, t;V-tG Offer Our MdUctswWserWcek- Nuke Ahearn' DyaaFirel Inc- Ofte 131rect 407--637-83al. Fax 407-83 1-1347 C6 407-312-szs!j Date.- Pfofecullg Rve5 find PA!0m'tVfhr*tkh ar44qWfa'j.-erVkr Witte Cassel$ r i L-zo 11=LsOaTIT14 ACOOR o® CERTIFICATE OF LIABILITY INSURANCE DATE 6/20/20 8YY) 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 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 Merrill Insurance Group, Inc. 1520 S Bay St CONTACT NAME: Christy Hammond PHONE FAX A/C No Ext : 352 383-4147 No : 352 383 8764 E-MAAIC ADRIESS: christy@merrillinsurance.comEustisFL32726-5555 INSURERS AFFORDING COVERAGE NAIC # INSURER A: Lloyds of London AAIN#AA1122000 15792 INSURED DYNAINC-01 DynaFire, Inc. 109- B Concord Dr. INSURER B:Ma fre/Florida 34932 INSURER C : Brid efieid Employers Insurance 10701 INSURER D : Casselberry FL 32707 INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 471011912 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. INSRLTR TYPE OF INSURANCE INSR WVQ SUER POLICY NUMBER CY EFF MM DPOLIDYYYY POLICY EXP MM DD YYYY LIMITS A GENERAL LIABILITY OPL00226-2 6/26/2018 6/26/2019 EACH OCCURRENCE 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGEPREMISESS ( RENTED Ea occurrence) 100,000 CLAIMS - MADE IJ OCCUR MED EXP (Any one person) 10,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 GEN' L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 2,000,000 X POLICY JECTPRO LOC Professional Liab 1,000,000 B AUTOMOBILE LIABILITY 5204070001396 11/22/2017 11/22/2018 COMBINED SINGLE LIMIT Ea accident 1 000 000 BODILY INJURY (Per person) XANYAUTOALL OWNED X SCHEDULED AUTOSAUTOSIXBODILY INJURY (Per accident) NON - OWNED HIRED AUTOS X AUTOS PROPERTY DAMAGE Per accident A X UMBRELLA LIAB X OCCUR N N OPL00226-2UMB 6/26/2018 6/26/2019 EACH OCCURRENCE 5,000,000 AGGREGATE 5.000,000 EXCESSLIABCLAIMS -MADE DED I X I RETENTION $ 10,000 C WORKERS COMPENSATION 0830-49867 1/1/2018 1/1/2019 WC STATU- OTH- XIIQBYLIMITSERANDEMPLOYERS' LIABILITY Y / N E. L. EACH ACCIDENT 1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/ MEMBER EXCLUDED? a NIA E. L. DISEASE - EA EMPLOYE 1,000,000 MandatoryinNH) If yes, describe under DESCRIPTION OF OPERATIONS belo I I E.L. DISEASE - POLICY LIMIT 1 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) THIS INSURANCE IS ISSUED PURSUANT TO THE FLORIDA SURPLUS LINES LAW. PERSONS INSURED BY SURPLUS LINES CARRIERS DO NOT HAVE THE PROTECTION OF THE FLORIDA GUARANTY ACT TO THE EXTENT OF ANY RIGHT OF RECOVERY FOR THE OBLIGATION OF AN INSOLVENT UNLICENSED INSURER. SURPLUS LINES INSURERS' POLICY RATES AND FORMS ARE NOT APPROVED BY ANY FLORIDA REGULATORY AGENCY. GEH: TIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Sanford 300 N. Park Ave. AUTHORIZED REPRESENTATIVE Sanford FL 32771 1988- 2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD THIS INSTRUMENT PREPARED BY: Name: Stone 1, Gerken, P.A. Address: NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number. The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF?hpPIA' B (Legal description of the property and street address if available) ee Attached x lbi 2. GENERAL DESCRIPTION OF IMPROVEMENT: construction of an assisted living facility 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: TFA IV, LLC Interest in property: Leasehold Fee Simple Title Holder (if other than owner listed above) Name:_ City Of Sanford Address: 300 N. Park Avenue, Sanford, FL 32771 4. CONTRACTOR: Name: Excelsior Development Company Phone Number: Address: 755 Rinehart Road, Suite 200 Lake Mary, FL 32746 5. SURETY (if applicable, a copy of the payment bond is attached): Name: n/a Address: Amount of Bond: 6. LENDER: Name: Mainstreet Community Bank of Florida Phone Number: (352) 404-0404 Address: 1516 E. Highway 50, Clermont, FL 34711 7. Persona within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, 8. In addition, Owner designates Phone Number: Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9, Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date is specified) 12/31/2019 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTIQV OF COMMENCEMENT. signature a/ pwner M Lwsee, or Ys ttw6r Lesaee'a Aurizad OKcer/OlrecbrlPa r/Manager) State of -E-1a r&— County of The foregoinq instrument was acknowiedued before me this by M 1 t -t/ 1 tk-3U1 I Al tatement I Name of pars% making s who has produced Identification QI type of Identification produced: ots Yq s Jennifer Dutcher o NQtr AY PUBLIC STATE OF FLORIDA Comm# FF933080 V•S"NOF 1910 Expires 11/11/2019 Adriana Cerasoli & George Fuller as Managers Print Name and Provide Signatory$ T,tlwDtfice) day of .20 1 Who is personally known to me O OR 1V/ 11-< 11c-1n fie. GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK' S # 2018079349 BK 9170 Pgs 0363 - 364,,(2pgs) E-RECORDED 07/11/2018 09:01:18 AM 18. 50 EXHIBIT "A" LEGAL DESCRIPTION Parcel 1: Lots 2 and 3, Sanford RiverFront Project, according to the plat thereof recorded in Plat Book 14, Page 88, of the Public Records of Seminole County, Florida. Parcel 2: Beginning at the Northeast corner of Lot 1, Sanford Riverfront Project, according to the plat thereof as recorded in Plat Book 14, Page 88, Public Records of Seminole County, Florida, run North 69 degrees 16 minutes 45 seconds West along the Northerly line of said Lot 1, a distance of 400 feet, thence run South 41 degrees 26 minutes 19 seconds West, 144.33 feet, thence run South 69 degrees 16 minutes 45 seconds East, 451.06 feet to the Easterly line of Lot 1, thence run North 20 degrees 43 minutes 15 seconds East, 135.00 feet to the Point of Beginning. CFN# 2018079349 OFFICIAL RECORDS 0 DOC_TYPE NC BK 9170 PG 364 PAGE 2 OF 2 Y OF fs, CtfiNF f.' R( Building & Fire Prevention Division Commercial`- Struldural Permit Carol dim PERMIT NO. 2823 ISq(IF DAT.E':. a CONTRACTOR: -. CA RE' r M at I 1013.lDD ADDRESS- Alk I a • • A==t TYPE OF WORK: Post this permit in'a conspicuous locationoutslde Leav llWork uncovered until inspected Ad aporoved Approved - plans must,be posted t0ttr umit for inspection " .Permitcx ires,6 months from date of issue or,last approved inspection PROTECT FROM :W,EATIIER, ; FOUNDATION /- CONCRETE IMASONRY' 7F. SPFC27(hVll'Ph.'" .4PPROYh)- louLclh'U Ini'Ec'TOR ExT; ERIO'R INSPF.(: T1t1,v7YTF 4J°Pl2oVFo aJ.lJ:CJrn asPJ:crc)n FOOTE_ R SHEATHING -WALLS: _ _.__ S' 1'EA' WALL SIII:ATIIING - ROOF SLAB / MONO -SLAB LVfFI INSPECTION LINTEL. J TIE BEAM _ FINAL STUCCO / SI`DING INTERIOR 1SPt: C'T7t)NIYPE - APPROVED RL:ILY'TEI)-ltVBPRC'7OX ROOF J 4Il(IJlI:\7YYE --AAI'RC7tr1) Rh_!(.f'7T:L) IiSIl:('7C)IZ FRAME ROOF'DRY-IN 1NSULA' I'LONiROUGHTN FINAL ROOF INSULATION - ROOF. WIN CIWS/DOORS F,'(: TOR INSPECIZONITPEAPPROVEDR&Irc•TED INSPECTOR DRYWALL /SHEETROCK = BUILDING FINAL F( RrWALL SCREWG",('7R1D' FINAL DOND{)1b'. OR FIREWALL FINAL DEMOLITION 1rrh; r~xroti 7ro'PE tnfrn/!I t? IIrEtr77D. L4SJ er rCrt CEILINGAIRBARRIERINSULATION' FINAL FINAL DEAIG FIRE WALL FINAL FINAL ( INSPECTIONS IA. SI'hX`I;IUA'7YPE APPR017.7) R>:1I:(Ih!)11MVIE'701? SPECIAL /: MISCELLANEOUS. INSPE7101F77PE ...,. APPROVE N/IPt FINAL . COMMERCIAL -NLW PIL(NIG'INSPECTION WARNING TO OWNER. YOUR 'FAILURE'TO'RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE .FOR IsMPROVEMENTS. TO YOUR PROPERTY'. A NOTICE: OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE :JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND, TO 013TAIN FINANCING, CONSULT' WITH YOUR LENDEk'OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE. OF COMM ENG EMENT.. NOTICE:: IN ADDITION'FO THE REQUIREMENTS OF THIS PERMIT. THERE MAY BE ADDITIONAL. RESTRICTIONS APPLICABLE TO THIS PROPERTY THAfMAY BF. FOUND THE PUBLIC RECORDS OF rlll COUNTY. AND THERE MAY 86 ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH;IS WATER MANAGEMEwr DISTRICTS. STA rE AGENCIES OR FEDFRAI, A6ENCiES 1`800.33 REVISED: 447 - loSPeCtian Line 407.79.1.6069 or N5S,u1:I12 TO SCHEDULE AN INSPECTION: Dial407.792.6069 or 855.541.2112 Provide the items requested during the message The type of inspection requested must be scheduled under the appropriate permit type Follow the prompts To Schedule Fire Inspections: Please call 407.562.2786 *** PLEASE NOTE: Inspections scheduled by 5:00 p.m. will be conducted the next business day. If you experience difficulty, please call 407.688.5.150 Monday - Thursday 7:30 am - 5:30 pm for assistance. AUTOMATED INSPECTION SYSTEM CODES FOUNDATION/CONCRETE/MASONRY EXTERIOR FOOTER 104 SHEATHING - WALLS 115 STEMWALI. 102 SHEATHING - ROOF t06 SLAB / MONO -SLAB 1.03 LATH INSPECTION 132 LINTEL / TIE BEAM 105 FINAL STUCCO / SI.DING 130 INTERIOR ROOF FRAME 109 ROOF DRY -IN 116 INSULATION ROUGH-[N 110 FINAL ROOF 1.11 INSULATION - ROOF 119 WINDOW / DOORS DRYWALL / SHEETROCK 1.31 FINAL WINDOW 137 BUILDING CEILING GRID 121 F NALDOOR 136 FIREWALL SCREW 120 DEMOLITION FIREWALL FINAL 143 FINAL DEMO 126 CEILING AIR BARRIER 117 INSULATION FINAL 11.3 SPECIAL / MISCELLANEOUS FINAL INSPECTIONS PILING INSPECTION 101. FINAL COMMERCIAL - NEW 140 TILT WALL 118 FINAL COMM - ALTER/ADD 141 TRAILER TIE -DOWN 122 FINAL, COMM - CHANGE OF USE 142 IRRIGATION FINAL 321 FINAL BUILDING - OTHER 1.12 FINAL UTILITY BUILDING 124 Miscellaneous Notes: REVISED: 04-17 Inspection Line:407.792.6069 or 855.541.2112 DATE: _ / d u3p`6 BUSINESS/PROJECT NAME: ADDRESS: Sao N CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE -FEES PHONE: 407.688.5052 FAX: 407.688.5051 1rU PERMIT NUMBER: _ ' - 2Avo PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ )C/O [) FIRE ALARM [) FIRE SPRINKLER [) HOOD [ )PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: '" 7 s-, P A n M 6 NFPA 101 2015 ed. 7.2.1.6.2 * Access -Controlled Egress Door Assemblies. Where permitted in Chapters 11 through 43, door assemblies in the means of egress shall be permitted to be equipped with electrical lock hardware that prevents egress, provided that all of the following criteria are met: 1. A sensor shall be provided on the egress side, arranged to unlock the door leaf in the direction of egress upon detection of an approaching occupant. 2. Door leaves shall automatically unlock in the direction of egress upon loss of power to the sensor or to the part of the access control system that locks the door leaves. 3. Door locks shall be arranged to unlock in the direction of egress from a manual release device complying I with all of the following criteria: J 1. (a)The manual release device shall be located on the egress side, 40 in. to 48 in. (1015 mm to 1220 mm) vertically above the floor, and within 60 in. (1525 mm) of the secured door openings. 2. (b)The manual release device shall be readily accessible and clearly identified by a sign that reads C'v as follows: PUSH TO EXIT. 3. (c)When operated, the manual release device shall result in direct interruption of power to the lock independent of the locking system electronics — and the lock shall remain unlocked for not less than 30 seconds. 4. Activation of the building fire -protective signaling system, if provided, shall automatically unlock the door leaves in the direction of egress, and the door leaves shall remain unlocked until the fire -protective signaling system has been manually reset. 5. The activation of manual fire alarm boxes that activate the building fire -protective signaling system specified in 7.2.1.6.2(4) shall not be required to unlock the door leaves. 6. Activation of the building automatic sprinkler or fire detection sysiein, it provided, shah automatically unlock the door leaves in the direction of egress, and the door leaves shall remain unlocked until the fire -protective signaling system has been manually reset. 7. The egress side of access -controlled egress doors, other than existing access -controlled egress doors, shall be provided with emergency lighting in accordance with Section 7.9. s. C DYNAFIR' DATE: October 23, 2018 PROJECT: Marina Isle ALF 109-B Concord D.Cive , Casselberry, FL 32707 407.830.6500 DynaFire.com ACCESS CONTROL SYSTEM CUSTOMER: EDC Group — Brianna Rushforth REPRESENTATIVE: Michael Ahearn PREPARED BY: David D. Ramos Table of Contents Access Control: Main Access Control Unit & Software Locking Equipment Power Supply Card Readers, Interface Modules & Proximity Cards Door Position Switches Low Voltage Cables Table of Contents CCTV: Network Digital Video Recorder POE+ Network Switch(s) Interior & Exterior Dome Cameras Cat5E Cabling N AAET I AlarmVArelMa Alarm Monhoring Protecting lives and property through leading technologies and quality service while creating valuable relationships" DynaFire, Inc. Mission Statement Casselberry I Largo I Jacksonville I Pompano ( Melbourne EF20000528 I FL PE26483 I NICET IV 99907 1 FP16481600012009 I FPC15-000057 DMP.COM 0 0 a ®;0. 0 @D.MPALAR.MS 1 XR650 Panel FEATURES Select Area, All/Perimeter, or Home/Sleep/Away operation 32 individual reporting areas with common areas Up to 96 supervised door access points and/or keypads 32 character names available for user, zone, area, profiles and group names Up to four profiles per user Fully supervised network, cellular, and Wi-Fi communication Communications Diagnostics check network and cellular communication status from the keypad Eight communication paths between the panel and central station Flexible system arming features with Instant Arming option Lockdown operation from keypad or mobile app Up to 562 two -wire smoke detector or fire -initiating zones 10,000 user codes with 99 profiles and temporary codes 506 outputs 12,000 event buffer Built-in phone line monitor French, Spanish and English menus available 1.5 Amps 12 VDC smoke and auxiliary output with OVC protection EASYconnect'" connection for Virtual Keypad'" when used with a network connection XR550 Bank Features UL Bank, Safe and Vault Card plus pin User inactivity audit Two Man Rule Panic Button Test Early Morning Ambush XR550E Encryption Features 128 or 256 Bit AES Encryption NIST Certified Meets ICPG 705 DMP.COM 0 0 () ® O Q @DMPALARMS FLEXIBLE (OMMUNICATION The XR550 has transitioned from dialer -focused communications to a true network, cellular and Wi-Fi communications approach by providing stronger, multi -layered panel communications that ensure a constant link between the panel and central station. The unique DMP Serial 3 format supports 32-character user, zone and area names to decrease the central station response time and limit dependence on automation literal tables for message interpretation. Contact ID dialer format is also supported. NETWORK OR (ELLULAR (OMMUNI(ATION Built-in 10/100 auto -sensing Ethernet connection enhances both standard and encrypted line security options. Both UDP and TCP are supported. The network option can be used as the primary or backup path to the digital dialer or cellular option. The 263 Series Cellular Communicators can be used as the primary path, providing installation flexibility where no landlines are available. They can be used as a stand-alone communicator without the need for a backup. When used as the backup path, the 263 Series communicators provides the security of a communication link that continues to function, even when landlines are cut or compromised. This interface works over a variety of carriers in the USA and Canada. ADAPTIVE TE(HNOLOGr If a current primary communication path becomes unavailable, Adaptive Technology directs the panel to make a seamless transition from one communication path to another, ensuring that no check -in or supervision messages are missed. This allows a system to be fully supervised when the primary communication path is unavailable, while minimizing expensive cell traffic when all paths are good. The panel is constantly checking the failed path to enable the panel to revert back to the primary path when communication is restored. EASY- MIert TE(HNOLOGY EASYconnectT" enables the control panel to establish an outbound connection to SecureCom Wireless'" over the network. This allows for an effortless installation of network panels, without any customer router programming, providing extremely quick app connection times. ZONE AUDIT DAYS This is a valuable auditing tool to determine whether a zone or device has not been tripped within a certain number of days. Whether the system is armed or disarmed, up to 365 days can elapse without the zone being tripped. Each time the zone is tripped, the counter restarts. After the countdown expires, a fault message is sent and the timer begins the countdown again as per the programmed days. USER INACTIVITY The User Inactivity audit provides notification of user codes or credentials not used over a programmable period of time; for example, employees or service providers who haven't used their PIN code or access credentials during a defined period of time. This notification promotes the purging of user and access rights as a result of employee termination or service provider changes. This option is found in System Options Programming. EIGHT (OMMUNI(ATIONS PATHS Create, configure, and manage up to eight communication paths between the panel and central station. Each path has its own panel communication programming parameters and can be identified as either primary or backup. This enables installers to configure a reliable communication link, offering greater confidence that the panel will always be connected to the central station. OMMUNI(ATION FUNCTION DIAGNOSTI(S The enhanced diagnostic menu enables technicians to check network and cellular communication status and cell signal strength from the keypad. MOBILE PLATFORMS DMP mobile platforms provide you with the tools you need to build strong connections with your customers. MyAccess enables end users to monitor and manage their systems remotely from any mobile phone using simple SMS texting. The Virtual Keypad app puts a keypad on the user's Apple iPhone®, iPaf, or Android compatible devices. ACCESS CONTROL BURGLARY INTEGRATION The XR550 is an integrated burglary, fire and access control system that can be configured for users to gain access and disarm the area using a single card read. FALSE ALARM FEATURES Providing end users with a way to reduce false alarms, both Cancel/ Verify" and the False Alarm Question prompt end users to validate whether an alarm has occurred after entering their code. In a Home/Sleep/Away or All/Perimeter system, the user can either press Cancel/Verify or Yes/No to confirm alarm status and send to the central station. AREAS Program up to 32 areas with a variety of options, including independent arming. Each area has a unique name and may have its own account number. Common areas automatically arm when the last independent area is armed; likewise, they disarm when the first independent area is disarmed. This is ideal for lobbies or areas where users need common access to specific areas only. DMP WIRELESS DMP 1100 Series wireless communication employs 900MHz frequency -hopping spread -spectrum to ensure clear and accurate signal transmissions without interference in practically any environment. Receivers are alerted of transmitters that go missing with two-way communication. Each wireless transmitter communicates with the receiver using supervision messages. WIRELESS ONE BUTTON KEYFOB WITH PROX The 1144-D is a portable panic button fob, programmable to function in multiple locations, with alerts for lost fobs, late to test, and lower battery power. LO(KDOWN For emergency situations, a lockdown command can be issued from the keypad menu or via remote command to lock all doors designated as public. TEMPORARY (ODES Temporary codes are user codes that can be entered with a finite date and specific time to expire. ZONE EXPANSION The XR550 provides up to 574 zones, programmable for burglary, fire, and access applications. 10 Onboard Zones 16 Keypads = 64 Zones 5 Built-in LX Bus 000 zones per LX) ONE-MAN WALK TEST A special code is also available for installers to test the system. The One -Man Walk Test allows a single technician to check the panel response to burglary, fire, panic, and supervisory zones. OUTPUTS The XR550 provides up to 566 outputs that can be activated by zone or system events, by schedule, through the User Menu or when a card is presented. Output Groups allow multiple outputs to activate with a single event and/or can be assigned to a particular user profile. FLEXIBILITY IN SCHEDULES Enhanced scheduling for areas, doors, outputs, and holiday schedules offer flexibility for your customers. Ninety nine programmable schedules are available and can be assigned to an area, door, or output. The same schedule may be assigned to more than one area, door, or output, making them reusable. A List key facilitates browsing through the list of stored names on the keypad. Up to eight schedules per profile Up to eight schedules per door Up to eight schedules per area Up to eight schedules per output Up to 40 holiday dates ENCRYPTION The XR550 provides encrypted data transmission and is ideal for secure environments where encrypted data is required. Using 128 or 256 bit AES Advanced Encryption Standard) ensures secure data transmission by using a unique alphanumeric passphrase. REAL-TIME STATUS ENHANCES THIRD -PARTY INTEGRATION Alarm systems are increasingly being integrated with environmental control and home automation systems. With real-time status information from zones, doors, and other outputs, XR550 Series panels are readily integrated with these third -party control and automation systems. See DMP.com/Integration_ Partners. KEYPAD SHORTCUT KEYS Time -saving shortcut keys provide easy one -button access to system control for frequently used functions like system arming. The shortcut keys enable users to arm, monitor zones, test, or reset the system and perform a variety of other functions faster and easier. Shortcut keys included are: All, Reset, Home, Chime, Perim, and Sleep. Z-WAVE SUPPORT Add up to 140 Z-Wave devices with the 738Zplus module for mobile control of lights, locks, and thermostats. Up to 20 favorites allow users to program multiple devices to respond to a single command or panel events like arming and disarming. Z-Wave devices can be controlled with the 7800 Touchscreen Keypad or MyAccess and Virtual Keypad. 96 ACCESS CONTROL DOORS Any access control reader with a Wiegand output can be connected to the XR550 Series panel. The XR550 system can restrict access by schedule, arming level, or other criteria. The specific reason for access denial can be displayed on the keypad, stored in events, sent to the central station, and DMP Advanced Reporting. Anti- passback feature is also available. INTRUSION PANELS THINLINE'" KEYPADS The stylish and sleek 7000 Series Thinline- LCD Keypads provide three two -button panic keys, AC power and Armed LEDs, 32-character display, backlit logo and keyboard plus an internal sounder. The 7063 keypad also includes a built-in proximity reader for codeless arming and disarming. VALUABLE VISUAL ALARM INDICATOR In a normal state, both the keypad and logo backlighting remain blue on Aqualite keypads or green on Thinline keypads. However, during an alarm state, the keypad and logo turn red. The change in color allows individuals on -site to instantly recognize an alarm condition. 7800/9800 SERIES GRAPHIC TOUCHSCREEN KEYPAD Provides touchscreen control for all keypad functions. It has a slim profile in stylish gloss black or white finish with a 5-inch, full -color display. COMMERCIAL FIRE The DMP XR550 is also approved for commercial fire applications. Integrate intrusion, access, and fire into a single application or use the XR550FC as a stand-alone commercial fire alarm control panel. See LT-1317 for more information. Keypads 630F LCD Remote Fire Command 7000 Series Thinline Keypads 7000A Series Aqualite Keypads 7800 Graphic Touchscreen Keypads 9060 Wireless Keypad 9063 Wireless Keypad w/ Prox Reader 9800 Wireless Touchscreen Keypads Expansion Modules 708 Bus Extender 710 BusSplitter/Repeater 711 Single Zone Expansion M-8 8-tone Expansion 714 4-zone (lass B Expansion 714-8 B-zone Class B Expansion 714-16 16-zone (lass B Expansion 715 4-zone 2-wire Smoke Expansion 715-8 8-zone 2-wire Smoke Expansion 715-16 16-zone 2-wire Smoke Expansion 716 Output Expansion, 4 Form relays, 4 Open Collector Outputs 111 Graphic Annunciator. 20 open Collector Outputs 736P Radionics Interface 738A Ademco Interface Module 7381 111 Interface Module 738T Universal Translator Receiver Cellular Communicators 263( (DMA Cellular Communicator 263H HSPA- (ellularCommunicator 263H(AN HSPA- (ellularCommunicator Canada 263LTE-V LIE Communicator for Verizon 263LTE-A LIE AT&T (Coming Sn Auxiliary Modules 860 Relay Output Module 865 Style W/X Notification Circuit Module 866 Style W Notification Circuit Module 867 LX-Bus Notification Circuit Module 869 Style D Initiating(ircuit Module 893A Dual Phone Line Module Power Supplies 505-12/LX 5 Amps @ 12 VD( 505-12L 5 5 Amps @ 12 VD( 505-12A 5 5 Amps @ 12 VD( Smoke/Heat Detectors 2W-BLX Conventional Smoke 2WT-BLX Conventional Smoke/Heat Intrusion Devices Virtually any other standard intrusion detectors Access Control 734 Wiegand Interface Module 734N Network Wiegand Interface Module 734N-WIFI Wi-Fi Wiegand Interface Module OP-08CB REX Motion Detector PB-2 Request -to -Exit Button Proximity Readers and Credentials DMP ProxPatch Central Station Receivers SCS-1R Security Control Receiver SCS-105 Single -Line DMP Serial 3 Receiver compatible with receivers that accept Standard OD, DD, or DMP Serial 3 messaging S(S-VR (Virtual Receiver) Software -only solution that runs on a server for network IP and cellular communications DMP Wireless 1100X Receiver 1100XH High -Power Receiver BOOR Repeater 1101 Universal Transmitter, Internal and External Contacts 1102 Universal Transmitter, External Contact 1103 Universal Transmitter, Internal and External Contact 1106 Universal Transmitter, Internal and External Contact 1107 Micro Window Transmitter 1114 Four -zone Expander 1115 Wireless Temperature Sensor and Flood Detector 1116 Relay Output 1117 LED Annunciator 1118 Remote Indicator Light 1119 Door Sounder 1121 Pet Immune PIR Motion Detector 1122 Wireless PIR 1126R 360 Ceiling Mount PIR 1127( Wall Mount Curtain PIR 1127W Wall Mount Wide Angle PIR 1129 Glassbreak Detector 1131 Recessed Contact 1135 Siren,100 dB 1136 Wireless Remote Chime 1137 LED Emergency light 1139 Bill Trap 1141 Wall Button 1142 Two -Button Hold-up Transmitter 1142B( Two -Button Belt (lip Hold-up Transmitter 1144-4 Four -Button Key Fob INTRUSION PANELS 1144-2P Two -Button Key Fob 1144-1P One -Button Key Fob 1144-D Dual -Button Key Fob 1148 Personal Pendant 1154 Wireless Four -Zone Input Module 1158 Wireless 8-Zone Input Module 1164 Smoke Detector with Synchronized Sounder 1164NS-W Wireless Smoke Detector with No Sounder 1166 Wireless Smoke Ring 1183-135F Heat Detector (Fixed) 1183-135R Heat Detector (Rate of Rise) 1184 Carbon Monoxide Detector Accessories 270 Network Transient Suppressor 277 Trouble Annunciator 300 Four -wire Harness 303 Silence/Reset Push -Button 305 Plug-in Output Relay 306 Tamper Harness 307-S Screw -on Tamper Switch 3012 Clip -on Tamper Switch 335 Intrusion Siren 370 Ughtning Suppressor 374 Surge Voltage Suppressor 431 Output Harness 738Z- 2-Wave Interface Module 861 Power Distribution Module 300-9800-4 Four -wire Replacement Harness Dealer Management Dealer Admin Remote link Programming Software End User Management Virtual Keypad MyAccess VinualKeypad.com'" System Link End -User Management Software Entr6 Access Control Software System Specifications Primary Power (included): 16.5 VA( 50 VA transformer Secondary Power: 12 VD( Battery Models: 364, 365, 366, 368 or 369 Output Rating: Bell 1.5 Amps at 12 VDC Smoke and Auxiliary 1.5 Amps at 12 VDC current Draw. l80mA Enclosures: Material Cold -rolled steel Model 350 (Gray or Red) 17.5" W -13.5" H . 3.5" D Model 350A (Gray) 17.5" W X 13.5" H x 3.75" D Model 352X (Gray) 14.5" W =32" H - 34" D Model 341(Gray) 12.75" W - 6.55" H 3.15" D Listings and approvals New York FDNY FCC Part 68 FCC Part 15 Underwriters Laboratories (UL) Listed UL Bank, Safe, and Vault UL Commercial Fire UL Standard Line Security UL Encrypted Line Security NIST Validated Certificate #2350 and #2595 Underwriters laboratories Canada(ULC) Usted California State Fire Marshal ((SFM) For additional information, go to DMP.com/Compliance. 800.641.4282 1 DMP.com 2500 N. Partnership Blvd, Springfield, MO 65803 Designed, Engineered & Manufactured in Springfield, MO using U.S. & global components 2018 Digital Monitoring Products, Inc. I LT-1265118142 SPEC SHEET With DMP Entre enterprise software, XR Series'm system users can manage both intrusion and access control in one easy -to -use software application. System managers can now have fast, simple point -and -click control over every aspect of their security system. Highly Customizable Take advantage of the extensive customization capabilities to create a system that exactly matches your needs. Define what events are considered alarms" and what response is required from the system operator. Tailor your user data with the 20 available user -defined fields. Automation Module Advanced users have the power to create automated system actions. Define automatic responses to any system alarm or events. These include generating a report, generating an alert e-mail, or sending commands to selected devices. Create scheduled system actions to run once at a specified time and date, or scheduled events that repeat at your defined time and date intervals. System automation enables you to configure unattended activities, freeing system managers from many routine responsibilities. Alarm Graphics The graphical representation of events and alarms gives you at -a -glance feedback of system status. System maps are linked from level to level, allowing you to drill down from a macro view to a specific room or area. View alarm status at every level of zoom. User -defined layers representing different alarm types allow you to customize the graphical interface to meet your needs. Click on the alarm display icon to acknowledge an alarm or request additional information. License Options Entre Lite 16 Doors p Entre Business I g 16 Doors Expandable to 96 Doors I a 'r Additional Licenses Available Entre Enterprise j 96 Doors T: G . — -• --- , - - --. I` Expandable to 400 Doors I Additional Licenses Available ij µ j All Licenses Include: One Standard Client Badging Module Automation Module Image Capture Module Graphical Site Maps Alarm. Maps Load an unlimited number of graphical images of your Panel Programming protected facilities in a variety of file formats. Once Module loaded, plot your alarm devices on the graphics using System features drag -and -drop selections from a hierarchical list of hardware. Identify the areas on your site maps, defining Intuitive user interface for system monitoring and them by Classification, Entrances, Zones, and Partitions. control All security management With your site maps established, you have total picture- activities combined in a based monitoring and control of your system. From single, scalable enterprise platform facility -wide views, click to zoom in on any area of the facility and view the real-time status of any device. Point Network system enables monitoring and control of and click on a device for more information or to control facilities anywhere, from and change its operating parameters. anywhere Web or Standard user User Management clients both available Avoid the need to re-enter user data by importing it Supports DHCP into Entre from existing systems via standard comma- and EASYconneCtTM connections to XR150 and separated value (CSV) format files. Easily add new XR550 Series systems users, capture and edit their photo for badging or visual Simple user management, verification, all within the application. with the ability to import users from existing databases User fields are fully customizable. Assign specific rights or events by user or by group. Create expiration date for Assign user access by group, facility, or other users, limiting access to only certain times of the day, only parameters certain days, or for only a defined period of time. System features (Cont.) Drop down lists for devices, user data, and other information facilitate fast and accurate searches View system status in one of a variety of views for simplified alarm monitoring management Customizable reports for added flexibility Image management of users Point -and -click control of alarms and devices Modular design enables customization,`with optional modules for added features AES Encryption Entre supports the XR550E Series system Advanced Encryption Standard (AES) strong data security for sensitive personnel and facility data. Hierarchical Views Select from four different system views, with the ability to have multiple views open simultaneously. Select the graphical Map view, tabular Event view, or hierarchical Tree view. In any view, click on a device or alert to access additional information and process the event. In text -based views, simple drill downs allow fast navigation to the desired item. For example, when searching Protected Locations, start at the top-level of Region and click down through Campus, Building, Floor, Area, and Sub -Area to view the desired location. Full reporting with the Powerful Search ability to produce reports in a variety of file types Industry standard SQL database can be quickly and Video integrations easily searched to identify any desired device or available user which is compatible with nearly any database. AES Encryption for end - to -end data security Single -System Control Alarm monitoring for As a network solution, you can manage installations proprietary or campus and users from anywhere. A single, unified database applications means there's one badge, one face, or one fingerprint, SQL database reporting worldwide. The easy -to -use interface makes for simple or use existing pre -written reports system configuration and user rights management. Se"err. ioealhost Usemairic atlmin ({eadt Password:. .. L`ogIF Cancgl f si ws„_ i . 9 giver MPnpa RudPa[ C9 zPii oa.,, aYx manuv vai i G.... ...oP om.. PPrw.t.q~a i k C7 m nr e ce j Fluirvn Ruourte.Orn Q SOko GOP. Badge Image Capture Transfer pictures of users from a digital camera directly onto a badge. Badge Designer Create one or more badge designs, customizing badges by facility, user level, or other parameters. When badging employees or visitors, select the desired badge template from your library. The template automatically populates with the appropriate data and is ready for printing. Dual -Language Entre supports English and Spanish. Enabling this module allows the operator to select a language during their login process. Optional Modules: Video Quickly connect to a DVR to review video based on a received alarm from a control panel. Connect to the DVR from a graphical map of the area to review activity. The following drivers are supported: Verint NetDVR I, firmware 6.47.x or higher NetDVR ll, firmware 8.7.x or higher EdgeVR, all firmware versions 3VR E-Series P-Series S-Series ServerClass March Networks' 3204 Digital Video Recorder (3000 Series) 4000 C NVR (4000 C Series) Dedicated Micros All NetVU compatible series 2 and 3 DVRs EX.4CQ DOCUMENT LIBRARY CENTRE ENTRE V ENTRE INSTAL ION AND J SEPVEP A PCNIT£CTURE DATA FLOW SETUP GUIDE RECOMMENDATIONS I' _ RFF SPENCE GRID£ wvrY-r wlwni,u4.r 4 F-wwrr IMME'" MISS INSTALLATION AND SERVER ARCHITECTURE DATA FLOW SETUP GUIDE RECOMMENDATIONS REFERENCE GUIDE LT-1753 LT-1639 LT-1707 ENTRE ENTRE ENTRE NOW -TO GUIDE' G NOW -TO GUIDC: e NOW -TO GUIDE ADDING A PANEL SWAPPING PANELS REMOVING A PANEL V F: HOW-TO GUIDE: HOW-TO GUIDE: HOW-TO GUIDE: ADDING A PANEL SWAPPING PANELS REMOVING A PANEL: LT-1634 LT-1635 LT-1632 ENTRE ENTRE ENTRE NOW -TO GUIDE: MOW40 GUIDE: DE ST PRACTICES: MANAWNG CREDENTIALS "ACHE TOMCAT SERVER MAINTEMANCE CONFIGURATION k I NEW_ - no HOW-TO GUIDE: APACHE TOMCAT SERVER MANAGING CREDENTIALS CONFIGURATION MAINTENANCE LT-1633 LT-1641 LT-1658 Go to DMP.com/Entre to link to this library of documents. 1 ENTRE SERVER ARCHITECTURE MEDIUM* PANELS: 100 or less IN DOORS: 400 or less D EVENTS: 10,000 or less per day KEYPADS: 400 or less n USER CHANGES: 200 or less per day Entre App Server & Apache Tomcat Web Server Microsoft SQL Apache Tomcat Web Serv- er is only needed if usingDatabase/App Server the Web Client. Ell 1 1 1 1 1 1 1 1 1 e ® o Full Client Web Client Microsoft SQL Database Server Dell 430 -Approximately $8,000** Processors - 2 (8-core each) All but 2 cores should be allotted to SQL. Hard Drive The operating system, C drive, SQL data drive, and log drive are all located on separate physical disks. TempDB Drive - 1 (146 GB, 6 Gbps, RAID 0) Data Drives - 3 (146 GB, 6 Gbps, RAID 5) Log Drives - 2 (146 GB, 6 Gbps, RAID 1) RAM - 64 GB RAM (50 GB dedicated to Microsoft SQL) Supported Versions Windows server - 2008R2, 2012, 2012R2, 2016 SOL - 2008, 2008R2, 2012, 2014, 2016 Apache Tomcat - 8.5 and newer Java - 7 update 80 Windows Work Station - 7, 8, 8.1, 10 Entre App Server & Apache Tomcat Web Server (per 30 users) Dell 430 - Approximately $6,000* Processors - 2 (8-core each) Hard Drives - 6 (146 GB, 12 Gbps, RAID 10) RAM - 128 GB RAM (40 GB dedicated to Java, 60 GB dedicated to'Apache Tomcat) Note: For redundant sites, use Microsoft high -availability services. Medium-sized enterprise referenced here. See LT-7639 Server Architecture Recommendations for enterprises from 50 to 5,000 panels. Cost based on standard pricing from dell.com. ENTRE Ordering Information System Requirements/Operating System Compatibility Entre Certification is required. DMP offers the Entre Please reference DMP.com/Entre, LT-1753, LT-1632, product and support exclusively to dealers with at LT-1633, LT-1634, LT-1635, LT-1639, LT-1641, LT-1707, least one technician who is certified in Entre. An and LT-1658 for all system requirements and MAItro n i x es A16000LM(R) Multi -Output Access Control Power Supply/Charger Rev. DSAL60OULM - L05F Overview These multi -output access control power supply/chargers are specifically designed for use with access control systems and accessories. These units convert a 115VAC / 60Hz input into five (5) individually protected Class 2 Rated power limited 12VDC or 24VDC outputs (see specifications). Each output will route power to a variety of access control hardware devices including Mag Locks, Electric Strikes, Magnetic Door Holders, etc. These outputs will operate in both Fail -Safe and Fail -Secure modes. Controlled trigger input is achieved through normally open (N.O.) or normally closed (N.C.) supervised input or the polarity reversal from an FACP (Fire Alarm Control Panel). A form "C" dry output relay enables HVAC Shutdown, Elevator Recall or may be used to trigger auxiliary devices. AL6000LM Grey enclosure. Specifications 12VDC or 24VDC selectable output. 6 amp supply current. Five (5) individual Class 2 Rated power limited outputs rated @ 2.5 amp. Current limit is 12VDC or 24VDC @ 2 amp per output. Input 115VAC / 60Hz, 1.45 amp. Input fuse rated @ 3.5 amp/250V. Fire Alarm Panel or Access Control System trigger inputs. N.O. or N.C. supervised trigger input and polarity reversal trigger input. Output relay energizes when unit is triggered form "C" contact rated 1 amp @ 28VDC). Power fail supervision relay (form "C" contact rated 1 amp @ 28VDC). Filtered and electronically regulated output. Short circuit and thermal overload protection. Built-in charger for sealed lead acid or gel type batteries. Maximum charge current .7 amp. AL6000LMR Red enclosure. Automatic switch over to stand-by battery when AC fails (zero voltage drop). AC fail supervision (form "C" contacts). Low battery supervision (form "C" contacts). Battery presence supervision (form "C" contacts). AC input and DC output LED indicators power supply board). Red LEDs indicate condition of power outputs multi -output board). Power & input trigger LEDs (multi -output board). Enclosure: Combination knockouts re 1/2" and 3/4" Accommodates up to two (2) 12VDC/7AH batteries. Product weight: AL600ULM: 8.01bs. AL60OULMR: 8.41bs. Shipping weight: AL600LJLM: 8.91bs. AL600ULMR 9.3 lbs. Agency Approvals UL Listed for Access Control Systems Units uL (UL 294). UL Listed Standard for Safety for Fire Protective Signaling Systems (UL 1481). o CUL Listed - CSA Standard C22.2CSNo.205-M1983 Signal Equipment. M EA MEA - NYC Department of Approved Buildings Approved. C. CSFM - California State Fire Marshal Approved. g,. F 30mm 331 00 O O O 135nm O O O O O 000000000 0 0 0 0 0 Enclosure Dimensions 13.5"H x 13 "W x 3.25"D rf 38mm--r123mm 123rn 38rnm+I 25nm 287mm 83r- 35nm 38mm O O O O O O O O O O O O O O O 000 O O 0 0 0 0 0 187mm Honeywell THE POWER OF CONNECTED OmniProx TM Proximity Card Readers Honeywell's OmniProx" family is a complete line of 125 kHz HID comp Proximity readers that delivers outstanding and consistent performanc small package with attractive styling and colors to frt any'''t decor'"' All OmniProx'" readers (except the OP90 OP95) include three bez black, charcoal gray and ivory and are constructed with rugged polycarbonatematerials potted for both indP or"and oitdoorap'plicatio The OmniProx" family of readers combines unique functionality high quality engineering and design for a variety of applications m the elecir access control market. OmniProx'" readers offer superb reliability and consistent read range;, Installation is simple and fast with a mounting template included in all models. Increased security functions like optical tam per'and securityscrew prc unauthorized users from removing the reader"fi;omttthe';wall,or,atterrip to compromise the system. For locations that require a proximity reader to be able to withstand vandal -prone environments, the OP90 & OP95 vandal resistant readers are an ideal choice. FE AT URES A ND BENEFITS i Variety of sizes to Host LED control and Wiegand or Clock Adhesive -backed Lifetime warranty choose from to fit optical tamper output Data output mounting template CE, RoHS and RED any decor: Hidden mounting HID & EM41 Ox Prox reduces installation certified Mullion and I screws deter Compatible time and risk of mounting errors Compatible with card ini-Mullion style vandalism Includes vandal- formats up to 85 bits Single-gang style Potted for superior resistant security Three bezels included in length including US) weather - resistance; and installation tool with OP10, OP30, 26-bit, 34-bit and with every reader OP40 and OP45 Corporate 1000 Single -gang style readermodels: black, formats UK) charcoal gray & ivory OmniProx" Proximity Card Readers Technical specifications Mini -mullion Large mullion Switch plate size, Switch plate size, Vandal Resistant, Vandal Resistant, DESCRIPTION proximity reader proximity reader single-gangelectrical single-gangelectrical single -gang reader single -gang reader with boxstyleforUS boxstyleforUK programmable keypad 3.0"Hx1.5"Wx0.5"D 56'Hx1.5" Wx0.8"D4.2"Hx2.8'Wx0.6"D 3.3"Hx3.4"Wz0.6"D4.7"Hx3.0"Wx0.9"D47,Hx3.0"Wx0.9"D. DIMENSIONS 7,6cm x3.8cm 14.2cmx 3.8cm - ` 10.7cm x 7.1 cm 8.4cm'x 8.6cm 11.9cm x 7,6cm 12.0cm`z 7.6cm x 1.3cm) x 2.Ocm) x:,1.5cm) x 1.5cm) x 2.3crrl) x 2.2cm) MAX. READ RANGE' 3.0" (7.6cm) 3.5" (8.9cm) 4.13" (10,5cm) 3.75" (9.5cm) 1.5" (3.8cm) 1.5" (3.8cm) ENVIRONMENT Indoor/Outdoor weather resistant, IP65 rated OPERATING CURRENT 60mA standby /145 mA max 90mA standby I @ iz VDC 135mA max OPERATING VOLTAGE 5.0-- 16 VDC POWER SUPPLY TYPE Linear or switching INTERFACE TO CONTROLLER Max. cable distance to host: 500 ft./150 m (Wiegand output) INDICATORS ADA compliant buzzer audible indicator, single tri-color (green -yellow -red) LED visual indicator TAMPER OUTPUT Open collector, active high, maxjsink current is 16 mA RED & GREEN LED Dry Contact, N.O. CONTROL INPUT RF MODULATION 125kHz, FSK / ASK , HUMIDITY 0 - 95%, non -condensing TEMPERATURE 35°C-66"C(-31°F-150"F) , COLOR Black, Charcoal Gray and Ivory (all three included) I Silver I Silver REGULATORY APPROVALS USA and Canada: FCC Part15B, Industry Canada RSS-210; UL294; Europe: CE WARRANTY' Lifetime Actual operating distance will vary depending on installation environment; separation of 16inches is recommended when mounting multiple readers in close proximity. Read ranges obtained using clamshellcredenhal. II z See Honeywell Access Systems' Sales Policy for complete warranty details. j ORDERING OP10HONS OmmProxTM HID Compatible Min Mullion Reader OP30HONS OmniProx'" HID Compatible, Mullion Reader OP40HONS OmniProxTM HID Compatible, Switch Plate, Single -Gang (US) Reader oP4sHON5 OmniProxTM eHIDCompatible, Switch Plate; Single -Gang (Euro) RaderO OP90HONS OmniProx'"' HID Compatible, Metal, Single -Gang (US) Reader OP95HONs OmniProx'" HID Compatible Metal, Single -Gang (US) Reader with Programmable Keypad i l For more information www.honeywellaccess.com k OmniProx•" is a trademark of - Honeywell Security and Fire Honeywell International Inc. 2700 Blankenbaker Pkwy, Suite 150 HID is a registered trademark of HID Corporation. Louisville, KY 40299 www. oneyw76 02018Honey 101/18 Honeywellwww.honeywell.com 0 201E Honeywell International Inc. Honeywell a---..-..... Search dmpalarms, , SIGNALING LISTED` LISTED — - — -- Fast Door Access x i s 1 i The 734 Wiegand Interface Module allows you to add Access control capability to any DMP Panel. Operates on 12/24 VDC input Built-in 10 Amp @ 12/24 Volts Form C (SPDT) door I release relay Keypad programmable Bypass card reader and relay action operations The 734 provides codeless entry plus system arming and disarming using DMP access cards or credentials; or. customizable for other credentials. MODEL 734 WIEGAND INTERFACE MODULE SYSTEM FEATURES Allows codeless system arming and disarming with DMP • Connect PIRs, mechanical switches, or other devices to the 734 access cards or custom options for a Request -to -Exit (RE)) feature Conned Proximity readers directly to the 734 • Armed status output for armed display at entry door Works with proximity, swipe and insert style readers a Built-in piezo alert sounder XR100/XR150 supports 8 doors Remote sounder output for local annunciation XR350/XR500/XR550 supports 16 doors •High quality terminal blocks for secure, tong -lasting Simple 4-wire connection to keypad data bus wiring is connections, addressable and fully supervised • Attractive high -strength plastic housing allows mounting on waits, electrical boxes, or inside metal enclosuresProvidesfourprogrammable ;protedion zones suitable for i burglary, residential fire and access applications MODULE DESCRIPTION The 734 Module provides four programmable protection zones for a variety of burglary, residential fire, and access control applications. Additionally, the 734 supplies a Form C (SPDT) Door Strike relay, built- in piezo with remote annunciation output, data to panel LED and a 4-position terminal for connecting up to two external Wiegand format proximity, swipe, or insert type readers. Includes model333 suppressor for eliminating transient spikes due to relay switching. PROGRAMMING OPTIONS Flexible programming options expand the 734 Module operation. With a 32-character LCD keypad and harness connected to the 734, you have flexibility to: Set door latching time for REX sites, turn the built-in piezo speaker on or off, read custom user card numbers, identify relay action modes, define custom Wiegand bits, Site Code, position, usercode position, degraded mode operations and more. CONTROL ACCESS TO SPECIFIC AREAS Users simply present their card to the reader to arm or disarm the system or open doors in those areas forwhich they are authorized. UPGRADE ANY EXISTING DMP SYSTEM Designed to allow easy upgrading, the 734 connects to existing DMP systems and makes use of current panel authority levels and access restrictions. USE EXISTING BANK OR CREDIT CARDS Using a swipe or insert -style reader, the 734 Module can use existing bank and credit cards to validate the user code and authority with the panel. The module offers expanded card reader capabilities through programming options. With the ability to read both Wiegand or custom cards, the 734 provides more flexibility to users. EASY ENTRYTm FEATURE When an access card or token is presented to a reader connected to the module, the readertransmits this data to the 734 Module. This module validates the user's code against panel programming and, if authorized, the panel activates its Form C door release relay. It also arms or disarms, if programmed for those functions. DOOR CONTACT ZONE WITH BYPASS If the module is releasing an electric strike or magnet on a protected door, a time bypass can be provided. The bypass timer is programmable, allowing users from 20 to 350 seconds to exit through the protected doorwithout-settingoff an alarm. If the door is open at the end of the bypass timer, a fault generates on Zone 2. SPECIFICATIONS Primary Power 8.5 VDC to 28.5 VDC Current Draw Standby 240mA (Includes 200mA for proximity reader) Alarm 260mA (Includes 200mA for proximity reader) Form C Relay 35mA at 12/24 VDC Zones 5 VDC, 2mA max Dimensions 4.5" W x 2.75" H x 1.7 COMPATIBILITY All XT Series and XR Series Panels KEYPADS 7063 and 7073 Thinline LCD Keypads 7063A and 7073A Aqualite LCD Keypads 7163 and 7173 Thinline LCD Keypads 87 OO-Graphic—Touchscregn Keypads 5 D ZONE 3 REQUEST -TO -EXIT You can also connect a REX device, such as a motion detector ora mechanical switch, to the module Zone 3 to provide REX capability to the system. After a user trips the REX detector or switch, the Form C relay releases the door allowing the user to exit without setting off an alarm. BYPASS CAPABILITY For added security, configure the 734 with two REX devices. Users need to activate one device, such as a motion detector, and then activate a second device, such as a REX button, before the Form C relay releases and allows the door to open. KEYPAD DATA BUS CONNECTION The simplicity of the 734 Module is in the installation. The module connects to the 4- wire keypad bus at any point along its wire run and requires an address setting through the on -board switch block. COMPATIBLE PANELS AND OPERATING MODES The table below shows the various panel types and required number of user code digits for arming/disarming. Operation XR100/XR500 Series XT Series XR150 1 XR350 1 XR550 Arms / A Disarms H/A N/ A 4- digit 4- digit 4- digit N/ A 4- digit Arms A/P Disarms A/P, N/ A 4- digit N/ A 4- digit N/ A 4- digit Arms Area Disarms Area(s) N/ A 4, 5, or 6-digits N/ A 4- digit N/ A' 4, 5, or N/ A Requires additional selection to arm PROXIMITY DEVICES, Proximity Readers PP- 6005B ProxPointe Plus Proximity Reader MP- 5365 MinipfoXTM Proximity Reader PR- 5455 ProxPro® II Proximity Reader MX- 5375 MaxiProe Proximity Reader TL- 5395 Thinline II® Proximity Reader J Proximity Credentials e 1306P DMP Prox Patch TM 1306PW HID Prox Patch TM 0 1326 HID ProxCard II® Card 1346 HID ProxKey III® Access Device 1351 HID ProxPass® 1386 HID ISOProx II® Card LISTINGS AND APPROVALS o California State Fire Marshal (CSFM) FCC Part 15 Underwriters, Laboratories (UL) Listed o Underwriters' Laboratories.Canada (ULC) Listed v 0 Intrusion ( Fire Access Network Ceklular 2506 North Partnership Boulevard Springfield, Missouri 65803-8877 800. 641.4282 1 dmp.com Designed, Engineered & Assembled in Springfield, Missouri PHYSICAL ACCESS SOLUTIONS H"1 D THE RF-PROGRAMMABLE PROXCARD® II PROXIMITY ACCESS CARD IS THE INDUSTRY CHOICE FOR A COST- EFFECTIVE SOLUTION TO PROXIMITY ACCESS CONTROL. Proven, Reliable Technology - Offers extremely consistent read range. Unaffected by body shielding or variable environmental conditions, even when close to keys and coins. Convenient To Use - Can fit into a wallet or purse. Use with a strap and clip as a photo ID badge. Cross-reference - A cross-reference list correlating the external card, number and the programmed ID number is provided for easy: system administration. Security - Offers over 137 billion unique codes. Long Life - Passive, no -battery design allows for an infinite number of reads. Durability - Strong, flexible and resistant to cracking and breaking. Companion Products- 1321 Photo pouch overlay 1324 PVC Direct print overlay The RF-programmable ProxCard® Il proximity access card is the ' industry choice for a cost-effective solution to proximity access control. t a ProxCard' II Card Base Part Number 1326 ProxPoint' Plus reader -up to 3" (7.5 cm) MiniProx' reader -up to 5.5" (14 cm) Typical Maximum' ThinLine' II reader -up to 5.5" (14 cm) Read Range ProxPro' reader -up to 8" (20 cm) ProxPro' II reader -up to 9"(22.9 cm) Prox80'"-up to 5.5" (14 cm) MaxiProx' reader -up to 24" (60 cm) Dimensions 2.135" x 3.385" x 0.075" MAX. 5.4x8.6x0:19cm) Operating Temperature 50' to 160° F (-45' to 70' C) External card numbering Options inkjet only; no laser engraving) Custom artwork (text or graphics) Weight 0.24 oz. (6.8 gm) Warranty Lifetime NOTES: Dependent on local installation conditions. 2.135 5.4 cm) w. MAX. r 1 HID CORPORATION ProxCard® H 0.075" 0.19 cm) MAX. I r 3.385" 8.6 cm) I ProxCard II Artwork, (front)All dimensions are nominal I i INorthAmerica: +1 949 732 2000 1 Toll Free: 1 800 237 7769 Europe, Middle East, Africa: +44 1440 714 850 AMA ABLaY Asia Pacific: +852 3160 9800 An ASSA ABLOY Group brand Latin America: +52 55 5081 1650 © 2011 HID Global Corporation. All rights reserved. HID, the HID logo, ProxCard logo are trademarks or registered trademarks of HID Global in i the U.S. and/or other countries. All other trademarks, service marks and product or service names are trademarks or registered trademarks of their respective owners. I h i d g l o b a I. eo m 2012-05-14-hid-proxcardii-cards-ds-en J r 9.. dI a ram, X y'g tiff AX kRM. r` y F 3i X. ,:f w • . °' ;^4". t . a= # ' AS i. v r C.,' s4 vim f. — + Fa a3 -. IBM 40 r s WOW Vu`a? d ut t' v ' n kfix. atz R a t' •, s ,-; ' •} a rya sg t 4 ° a "° -` f aF : y ° tw ''^ _ .p rk : d •r xc-a- a a i a8y'„4 . as °' •s U fi$ r a -ter', .Few g, -'"' ? +n,° ^s.° €`°4fy'•^ 1078C Series 314" Diameter Steel Door with Wire Leads Installation Instructions 1. Drill appropriate diameter and depth holes for contact and magnet. Hole saw arbors available from GE. Holes required except for 1076CD: Holes required for 1076CD: Contact-3/4"x 1118" Contact-3/4"x 1112" Magnet-3/4"x 11/2" Magnet-3/4"x 11/2" 1. Connect contact leads to security system loop and test for continuity. 3. Lightly coat the contact and magnet with RTV mounting compound /part number 1905) and insert into respective holes. 04• 52' 10mm 13.2mm 5138.4mm L III(jj f I I 9.7mm O U T 74 18 8—mm 1.12" .95' 512 Magnet28.4mm 24.1mm 13:2mm Part No. 1921C50" lincludedl12.7mm UL Specifications Part Number Loop Type Electr4cal Configuration x Gap D stance z ` In Sreel : In Wood 1076C Open or Closed SPDT Up to 3/8" 1/8" 1076CW Open or Closed SPDT Up to 3/4" 2" 1076CD no Canadian listing) Open or Closed DPDT Up to 3/8" 5/8" 1077CW no Canadian listing) Open N/C Up to 314" 2" 1078C Closed N/D Up to 3/8" 7/8" 1078CW Closed N/0 . ! Up to 3/4" 2" FORMA (1078, 1078W) FORM B (1077CW) FORM C"(1076C; 1076CW) Volta9w100VAC/DCmax: Voltage:30VAC/DCmax Voltage:30VAC/DC max Current 0.5A max Current 0.25A max 'Current 0:25A max Power. 75W max Power. IOW max Power.-3.OW max Gap specifications are nominal and may vary±20%. Gap specifications are for, switch to make. Break distance is approximately 1.1 to 1.5 times make. European Union Specifications:48VAC/DC Max., o5Amp WARNING: Each electrical rating is an in maximum and cannot be exceeded! C-UL Specifications: All Contacts: 30V DC, 50 mA max Gap Specifications. - See UL Gap Specifications GE Interlogix www.6E-interiogixcom 12345SWLevetonDrive2266Second StreelNorth Tualatin,..OR97062. North St.PautMN55109' Phone:,503-691- 4052- Phone. 651-777-2690- USA & Canada: 8DO- 547-2556 USA & Canada: 800-777-5484 Technical Service: 800- 646-7424 ; Technical Service 800-777-2624 Faxback. 800-483- 1495 1040682 RevA 011a3 - Made in Taiwan i GENESIS SERIES Jacketed Cable: Four individually jacketed Riser cables, with an overall Riser jacket. Conductor grouping separated and identified using uniquely colored jackets. 'Includes wiring for Door Strike, Card Reader, Door Contact, and Request for Exit (REX). Constructions: Group Door Strike Card Reader Door Contact Request for Exit Abbreviation DRSTK CDRD CNT REX Color Orange White Blue Green Conductor 18 AWG BC 19/.0092 STR 22 AWG 7/30 STR BC 22 AWG 7/30 STR BC 22 AWG 7/30 STR BC Construction 4/C 6/C OAS 2/C 4/C Insulation CMR PVC CMR PVC CMR PVC CMR PVC Insulation Thickness 0.007" nom. 0.007" nom. 0.007" nom. 0.007" nom. Insulation Diameter 0.060" nom. 0.043" nom. 0.043" nom. 0.043" nom. Insulation Colors Blk, Red, Wht, Grn B1k,Red,Ylw,Grn, Brn,Blu Blk, Red Blk, Red, Wht, Gm Shield 1 .001" Al/M lar Drain Wire 24 7/32 TC Overall Jacket Type RISER PVC Overall Jacket Dia. 350" NOM Legends individual Component: HONEYWELL ACCESS CONTROL DOOR STRIKE P/N 2115 4C18 (ETL) 3038058 CL2R OR CMR C(ETL)US FT4 SUN RES (RoHS) W/O#XXXXXX-XXX FT# XXXX RM# A B C D E F 12 3.4 5 6 7 8 9 HONEYWELL ACCESS CONTROL CARD READER P/N 2206 6C22 SHIELDED 3038058 (ETL) CL2R OR CMR C(ETL)US FT4 SUN RES (RoHS) W/O#XXXXXX-XXX 'FT# XXXXX RM# A B C D E F 1 2 3456789 HONEYWELL ACCESS CONTROL DOOR CONTACT Phil 2102 2C22 (ETL) 3038058 CL2R OR CMR C(ETL)US FT4 SUN RES (RoHS) W/O#XXXXX-XXX. FT#XXXX RM# A B C D E F 12 3 4 5, 6 789 HONEYWELL ACCESS CONTROL REX P/N 2104 4C22 (ETL) 3038058 CL2R OR CMR. C(ETL)US, FT4 SUN RES (RoHS) W/O#XXXXXX-XXX FT# XXXX RM# A B C D E F 1 2 3 4 5 6 7 8 9 Overall Jacket marking: HONEYWELL ACCESS CONTROL COMPOSITE P/N 2196 4C18 + 12C/22 (ETL) 3038058 CL2R OR CMR C(ETL)US FT4 SUN RES (RoHS) W/O#XXXXXX-XXX FT# XXXX RM# A B C D E F 12 3 4 5 6 789 Properties: Safety Listings: (ETL) CMR, C(ETL)US FT4, (ETL) MR ' Weight: 801, bs/1000' Operating Voltage: 300 Volts max. Capacitance: 28 Pf/ft nom. (18 AWG), ); 22/47 pf/ft nom.: (22 A,WG Unshielded/Shielded). Impedance: 67'Ohms nom. (18 AWG), 88/40 Ohms nom. (22 AWG Unshielded/Shielded) DC Resistance: 6.5 Ohms/M' (18 AWG), 16.5 Ohms/M' (22 AWG) @ 20°C Temperature Rating: -20 to 60 °C REV B 07/22/14 JM DS-9600N1-18 Series NVR Specifications Motlel DS-9632N1-18 ; DS-9664NI-18 I 32-ch 64-ch l Video/Audio ^ IP video input nput Up to 12 MP resolution Two-way audio 1-ch, RCA (2.0 Vp-p, IM) i Incoming,bandwidth 320 Mbps, 320 Mbps, or 200 Mbps (when RAID is enabled) or 200 Mbps (when RAID is: enabled) j Network Outgoing bandwidth 256 Mbps, or 200 Mbps (when RAID is enabled) Remote connection 128 Recording resolution 12 MP/8 MP/6 MP/5 MP/4 MP/3 MP/1080p/UXGA/720p/VGA/4CIF/DCIF/2CIF/CIF/CtCIF HDMIl: 4K (3840 x 2160)/6OHz, 4K (3840 x 2160)/301-1z, 2K (2560 x 1440)/60Hz, 1920 x 1080p/601-1z, 1600 x 1200/601-1z, 1280 x VGA1 /HDMI1 output 1024/601-1z, 1280:x 720/601-1z, 1024 x 768/6OHz . Video/Audio ," resolution " VGAI: 2K (2560 x 1440)/6OHz, 1920 x 1080 /60Hz, 1600 x 1200/60Hz, 1280 x 1024/6OHz, 1280 xpoutput 720/601-1z, 1024 x 768/601-1z VGA2 /HDM12 output 1920 x 1080p/601-1z, 1280 x 1024/601-1z, 1280 x 720/601-1z, 1024 x 768/601-lzresolution Audio output 2 ch, RCA (2.OVp-p, 1 KfZ) p Decoding format H.265/H.264/MPEG4 Live view / Playback Decoding . 12 MP/8 MP/6 MP/5 MP/4 MP/3 MP/1080p/UXGA/720p/VGA/4CIF/DCIF/2CIF/CIF/QCIF resolution. Synchronous playback j 16-ch Capability 4-ch @4K, or 16-ch @ 1080p " 3ATA 8 SATA interfaces for 8HDDs Hard disk eSATA 1 eSATA.interface ) Capacity Up to 6TB capacity for each HDD Array type RAIDO, RAID1, RAIDS, RAID10 D'skarray Number ofarrays 4 I 1 Network interface 2, R.145 10/100/1000 Mbps self -adaptive Ethernet interface j i j External 1r Serial interface, AS 23,2; RS-485; Keyboard t mteriace x S USB interface Front panel: 2x USB 2.0; Rear panel: 1 x USB 3.0 1 1 Alarm.in/ou,t 16/4 i Power, supply 100 to 240 VAG, 50 to 60Hz i Max. Power , 206 W Consumption 530 WwithoutHarddisk) ; Working temperature i 10 to +55°C (1'4 to 131°F) g Working humidity 16to 90,% 9 Chassis 19 inch rack mounted 2U chassis F f)imensions(W x D x-H) 445 x; 470 x90 mm (17:5"x 18 5:` x 3.5 e . Weight(without hard disk) s io Kg (22 lb) s r, I MS 11 0TREnonETHIM-UMIR 16-Port Gigabit PoE+ Switch TPE TG160g (v1.OR) 16 x Gigabit PbE+ ports 246 W PbE budget 32 Gbps switching capacity Sturdy metal switch Rack mart brackets included Lirrited Lifetime Warranty TFUNDners 16-Pbrt Gigabit PbE+ Switch, model TPETG160g, offers 16 x Gigabit PoE+ ports, a 32 Gbps switching capacity, and a PbE pmw budget of 246 ft ts. This nagged metal switch cares with a rack mamt Id. i 0TREnonET PO 46-0 The switch recognizes nD-H::bF- PbE (15.4 q, The large 246 W3K PbE povAr bidget supplies All Gigatit ports produce a 32 Gbps sMchng and PoE+ (30 q carrwas (or other POE full POE pow to atery port, tweby capacity and support Junbo Fmn-es up to 10 LED'inticators Gigabit PoE+ ports cQ Power port I PoE+ Supplies up to 30 Watts of power per port with a 246 Watt PbE budget Poft 16 x Gigabit PbE+ ports Atchng C.Vacity 32 Gbps smtchng rapacity MAL Jumbo Frame ZT Sends Jmibo Frames (up to 10 KB) for increased peffoMMrK)e NO [01.11 0 000,,- so UUM 101 - TREni3nETO Spedfications Standards PbE IEEE 802lp PbE budget; 246 Watts IEEE 8023 Pin 3,6 for poser+ and On 1,2 for power- (erode A) IEEE 8023u Over current protec tim IEEE 8023x Short trait protection IEEE8023ab pperAngT IEEE- 8023af (15.4 VV tts/pal) 0 —40 °C (32 - 104 °F) IEEE 8023at (30 Watts(port) Operating FAariddy IEEE8023az Mtmk. 90%rtorHminclendrg Device Interface Dtr invi4 m 16 x Gigabit PoE/PoE+ ports 440 x 210 x 44 rrm (17.3 x 8.3 x 1.7 in.) LEDindcatas YME" Data Transfer Rate 3 kA (6.81ts.) Etherriet 10 Mops (half duplex), 20 Mtps (full duplex) Fast Ethernet: 100 Mops (half duplex), 200 Mtps (full duplex) C R"Cadons Ggabit: 2,000 Mops (full duplex) CE Pefartrmnoe FCC Deta RAM Buffer. 512 KB Wm"ty Switch Fabric 32 C-bps Urnited Ufetirne VVarrarty MVaC Address Table: 8 K entries Padcage Ccrftft Forward rig rate: 23.8 Mipps (64-byte packet size) TPE-TG160g Ju rrbo Frarrte: lope Glick Installation Aide Power Rack nand lot Input: 110.240 VAC, 50160 I-tz, 54 V/4.82 A 12 V/1.67 A Povrer oord Consumption 36 V%tts (Max vAhak PD) TR 3 Drnet dies a limited lifetirre warranty for all d fts nvt4orbsed n&.%ak a4tches that haee been pxdiased in the lkited Stdes/Canada cn or after 1/1/2M5. Coding fan and internal pap st ppy carry a on-yea Tty. i 2W5 Mmdonm Race • Taffmm • CA 90501 • 115A • T: 1-888-32&M • F: 1310-M-Mll • sales@ltrm .corn • wIMIKTRENDIett 0n T eCnet is a regsteed 7adenvk Other Bands and product ranes are tradmwks dthar mTedm hdders Infawe on gwdad in itis doarrent pertain to TFENAeI podds and is m4ed to derge at arryVm% Wftd notice For the most ireoert podxt irfarnton pease visit ttlpJMwwtrmhetoorn Copy #t ©TFaNYd. Al R" Reserved. L¢dated: WW5 i pr=nonE, S" fr 0 9' y•Ow d S 5 { a u Ve W i 1 TREnonET TPE-TGI30g if R PoE Camera Re -Ability Durable Install Fanless Design Recognizes non -POE, POE (15.4 W), and This compact snitch has a small footprint and Farness design reduces energy corsurrptition POE+ (30"ca novas (or other POE devioes) the rugged metal housing irrp mes product and operating nose, thereby supporting and supplies the required power aubmaticallydurabilityvvorkstatior- ort mup installations. LED indicators Metal enclosure @`Ogabit.PoE+;ports Power ort PoE+ Energy SwA gs Supplies up to 30 V43 is of POE power per pat with a Embedded CFEB1 iet tedr logy reduoes pmw 123 Watt paw budget caisurrption Ports Housing 8 x Ogabit POE+ Ehw*t pats fagged metal endosure SwitcH g Capacity LED IncIcators 16 Gbps svdchng rapacity LID indicators ca Ivey pat status Jumbo Frame Sends Jumbo Frames (up to 9 Kbytes) for increased perfmmnoe r IEEE 8021 p Q)S Input 110-240 VAC, 5(Y60 Hz, 0.75 A IEFF 8023 OAxd: 54 V DC, 277 A IEEE 8023u Coisunption: 5.3 Watts (Ma)c. without PD) IFFF 8023x POE IEEE 8023ab PbE bid_*:123 Watts IEEE 8023af (15.4 Watts/port) Pin 3, 6 for poAa+and pin 1, 2 for pou— (mode A) IEFE 8023at (30 Mitts/port) Operating Tunas IEEE 8023az 0-45°C(32-113°F) Deuiee Interface Operating Hurr idity 8 x Ggabit PbEJPbE+ports Max. 900/6rnn-oandersing LED indicators Dirne siarts Data TransferRate 150 x 96 x 28 rrm (5.9 x 3.8 x 1. 1 in.) EthWlEt' 10 Mops (half d-lplex), 20 N6ps (fill dLO-) Fast Eti m-d: 100 Nbps (half duplex), 200 Ivbps (full duplex) waigm Ggabit 2DOO Mops (fLJI "ex) 400g(14az) Perfommme Certifications Data RAM BLAer.128 KB CE Switch Fabric 16 (bps FCC MAC Access Table: 8 K entries Vftranty Forwacling rate:11.9 Ads (64-byte packet size) Limited Lifetime VVbrrarty Jurrt:o Franca 9 KB Padme CorbaRs Spediall Feai m TPE TG80g GREBNInet energy saving teclydogy Wdk Installation GWde Paw adapter (54 V DC, 277 A) TFENDnet offers a liniled lifetime wanarty fa all d its r etal encased ndm* snitdies that tme been ptirdomd in the Lk ited StaresfCa mda cn or after 1/1/2015. Coding fan and irtwd poser s 430y nary a ore -year V— y. 20675 Nlanhattan Place • Torranoe • CA 90501 • USA • TI 1-888-326&061 • Fc 1310.W-011 • sales@trendneLcmn • wAw.TRENDneLcam TFENQrei is a regsteredtradarek Qha Bards and prodd roves are badeo, u of their mapmM holders Information prodded in ttis dooirert pertan to TFEND et prodds and m stied to doge at arty bm wthart notice. Forte most naoert prodd irdanetion p Hsd rllpJnnwwvendtit mrrr ckpyr gr ©1F rel NI Rejts Reserved. l plated al7r"5 E. 2CD231`2WDT 1 3 MP EXIR Turret Network Garnera 1/3" (1.3 MP1Progressive Scan CMOS 1280 x 960 Resolution @ 30 fps EXIR Range up to 100 ft (30 m) 2.8 mm, 4 mm, 6 mm, 8 mm, and 12 mm Lens Options H.264+, H.264, MJPEG 3D DNR, DWDR, BLC IP67 Protection 12 VDC and PoE (802.3af) C@us Hikvision's DS-2CD2312WD-1 EXIR Turret Network Camera provides important new technology for any security application. The 2.8 mm, 4 mm, 6 mm, 8 mm, and 12 mm lens options provide 92.5° to 22' viewing angles. The camera features an EXIR range of up to 100 ft (30 m) for optimal nighttime viewing, and offers IP67 water protection. Available models: DS-2CD2312WD-1 O`3-A,K ICR O CE c SP O nVI F • Cus y Specifications Accessories WML + PC130T Large Wall Mount Dimensions lnw rP+m? 2017 Hikvision USA Inc. • All Rights Reserved •Specifications subject to change without notice. L Hikvision USA Inc., 18639 Railroad Street, City of Industry, CA 91748, USA • Hikvision Canada, 4848 rue Levy, St -Laurent, Quebec, Canada, H4R 2P1 HIKVISION Tel: +1-909-895-N00 •Toll Free in USA: +1-866-200-6690 • E-Mail: sales.usa@hikvision.com • www.hikvision.com Rev. 120617NA F- Honeywell GENESIS SERIES Description: 4 pair Category 5e unshielded twisted pair (UTP) cable, general communication UL 1685 rated ETL (or UL) Listed with 24 AWG solid bare copper conductors, polyethylene or polypropylene insulation, sunlight resistant RoHS compliant PVC jacket and a ripcord, 1000 - 0 (descending) footage marking. UL (or ETL) Verified to TIA/EIA-568 (Latest Revision) Category 5e and sweep tested to 350 MHz. Phvsical Information Agency Listing: CM Insulation Type HDPE or PP Jacket Type PVC Jacket Diameter: 0.200" Voltage Rating: 300 V Temperature Rating: 20°C to 75°C Conductor Color Code Pair Blue & White/Blue 1 Orange & White/Orange 2 Green & White/Green 3 Brown & White/Brown 4 Print Legend*: HONEYWELL P/N 6330 4PR24 CAT 5E EEEEEE (AAA) CL2 OR CM C(AAA)US SUN RES 75C (RoHS) BBB VERIFIED TO TIA-568-(NNN) CAT 5E XXXXXXXX YYYY FT RM# A BCDEF123456789 EEEEEE - UL or ETL listing # AAA - UL or ETL BBB - Verification UL or ETL NNN - Most Recent Revision of TIA/EIA- 568 Standard (i.e. 568-C.2) XXXXXXX - Tracking # YYYY - Countdown Footage Marking Number Electrical Characteristics: Characteristic Nominal Value Maximum Value DC Resistance 7.6 Q/100m 9.38 Q/100m Resistance Unbalance 1.5% 5% Capacitance i 4.9 nF/100m . 5.6 nF/100m Capacitance Unbalance 50 F/100m 330 F/100m Ve ocity of Propagation 69% NA Propagation Delay 515 ns/100m 570 ns/100m Delay Skew 15 ns/100m 45 ns/100m Frequency MHz) Impedance Ohms) Return Loss Min, d6 Insertion Loss dBN00m NEXT Min, dB/100m) PSNEXT Min, dB/100m) ACRF Min, dB/100m) PSACRF Min, dB/100m) 0.772 100 +/- 15 19.4 1.8 67.0 64.0 66.0 63.0 1 100 +/- 15 20.0 2.0 65.3 62.3 63.8 60.8 4 100 +/-:15 23.0 4.1 56.3 53.3 5,1.8 48.8 8 100 +/- 15 24.5 5.8 51.8 48.8 45.7 42.7 10 100 +/- 15 25.0 6.5 50.3 47.3 43.8 40.8 16 100 +/_.15 ' 25.0 8.2 47.2 44.2 39.7 36.7 20 100 +/_.15 25.0 9.3 45.8 42.8 37.8 34.8 25 100 +/- 15 . 24.3 10.4 44.3 41.3 35.8 32.8 31.25 100 +/-.15 23.6 11.7 42.9 39.9 33.9 30.9 62.5 100 +/-I15 21.5 17.0 38.4 35.4 27.9 24.9 100 100 +/-;15 20.1 22.0 35.3 32.3 23.8 20.8 155 100 +/- 20 18.8 28.1 32.4 29.4 20.0 17.0 200 100 +/- 22 18.0 32.4 30.8 27.8 17.8 14.8 350 100 +/- 25 16.3 44.9 27.1 24.1 12.9 9.9 Swept to 350 MHz, values beyond 100 MHz are for information only. REV B 10/10/13 JM ti r Cikis f F'sr; 1&! IT APPLICATION Application No: 1 d Documented Construction Value: $ 1-1 1 000. 00 Job Address: 5?.2J Valcy-kat-t0 P%vf-I ',onfcrdi-EL- Historic District: Yes No[] Parcel ID: OOZO Residential Commercial Er Type of Work: New (AdditionEl Alteration Repair Demo Change of Use Move , Description of Work: lr1S%cte-Rce byrinkter SaoryioQ at NFpA 13rah c . Plan Review Contact Person: i-C R xttt-Yar- Title:Uac ra-r;c ctc Phone: 413Z,34200 Fax: Email:Fexmr-tirr aw Property Owner Information Name Cl:tq c SLarNCcc(:-1A Phone: Street: 2nQ N P0,4!1-\-,e City, State Zip: 1c-F2'rcl , V;k— 32.-11 1 Resident of property? : r Contractor Information Name Phone: UM A23 L4 2 CX7) City, State Zip: S"n'FCxOt , F- 3211 1 State License No.: CPC\Z.- 1 sz Architect/ Engineer Information Name: Phone: Street: Fax City, St, Zip: E-mail: Bonding Company: Address: 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 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: & Edition (2017) Florida Building Code 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 SS nature of Contrado gent Date I<e rin I ek a h Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature o otary-Stateo on Date ` (. Z-. 2-0, 4PaY'L6' HEATHER LEE BURKHART MY' COMMISSION # GG01476 Owner/Agent is Personally Known to Me or Contract s EX$gn to Me or Produced ID Type of ID Produced BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof 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: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE 'ZA/VBUILDING: R-- OF : lqp THIS INSTRUMENT PREPARED BY: Name: Stone 8 Gerken, P.A. Address: , Ft 32151 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided iTynthis Notice of Commencement. 1 Dgee AttaChedFFhOIboA legal description of the property and street address If available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: construction of an assisted living facility 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: TFA IV, LLC Interest in property: Leasehold Fee Simple Title Holder (if other than owner listed above) Name: City of Sanford Address: 300 N. Park Avenue, Sanford, FL 32771 4. CONTRACTOR: Name: Excelsior Development Company Phone Number: Address: 755 Rinehart Road, Suite 200 Lake Mary, FL 32746 5. SURETY (If applicable, a copy of the payment bond is attached): Name: n/a Address: Amount of Bond: s. LENDER: Name: Mainstreet Community Bank of Florida Phone Number, (352) 404-0404 Address: 1515 E. Highway 50, Clermont, FL 34711 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. B. In addition, Owner designates of to receive a copy of the Uenors Notice as provided in Section 713.13(1 xb), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 12131 / 2019 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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, O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTIQOF COMMENCEMENT. 1 l Z ZL'/'z Adriana Cerasoli & George Fuller as Managers Signature of Owner or Leases, or eIs &r Leasm'a (Print Name and Provide Signatorya TltleA}gCe) AuMaAzed Ofrwer/Direabr/Parte dManager) State of So da— / County of L II ! DiJ_ ` / { The foregoing Instrument was acknowlad ed eforer m}e tthis ( 4/day of CJy r'./ 20 by adnma -) (as0( f , 1 iy lX_C Who is personally known to me O OR Name of tusking statement ,( ,,Q(",op who has produced IdentificationQi type of Identification produced: 1 (— 413 1C- n "V, tis,"t- Jennifer Dutcher NOt* l*y PUBLICSTATE OFFLORIDA Comm# FF933080 S" NCE Expires 11/11/2019 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2018079349 BK 9170 Pgs 0363 - 364,,(2pgs) E-RECORDED 07/11/2018 09:01:18 AM 18.50 w EXHIBIT "A" LEGAL DESCRIPTION Parcel 1: Lots 2 and 3, Sanford RiverFront Project, according to the plat thereof recorded in Plat Book 14, Page 88, of the Public Records of Seminole County, Florida. Parcel 2: Beginning at the Northeast corner of Lot 1, Sanford Riverfront Project, according to the plat thereof as recorded in Plat Book 14, Page 88, Public Records of Seminole County, Florida, run North 69 degrees 16 minutes 45 seconds West along the Northerly line of said Lot 1, a distance of 400 feet, thence run South 41 degrees 26 minutes 19 seconds West, 144.33 feet, thence run South 69 degrees 16 minutes 45 seconds East, 451.06 feet to the Easterly line of Lot 1, thence run North 20 degrees 43 minutes 15 seconds East, 135.00 feet to the Point of Beginning. CFN* 2018079349 OFFICIAL RECORDS 0 DOC_TYPE NC BK 9170 PG 364 PAGE 2 OF 2 4,17"P7MR crA A Property Record Card Parcel: 25-19-30-515-0000-0020 Property Address: 530 N PALMETTO (& 520) AVE SANFORD, FL 32771 I Value Summary 2019 Working 2018 -rtified Values Values Valuation Method Cost/MarketCosUMarket Number of Buildings Depreciated 1 2 l Bldg Value 308,412 542,927 Depreciated EXFT Value 5,533 j $19,428 _ Land Value (Market) Land Value Ag Just"Market Value" 313,945 562,355 PortabilityAdj Save Our Homes Adl 0 0 Amendment 1 Ad1 0 0 P&G Ad1 0 0 Assessed Value 313,945 562,355 Tax Amount without SOH: $10,555.02 2018 Tax Bill Amount $10,555.02 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description I BLDG ONLY LOTS 2 8 3 SANFORD RIVERFRONT PROJECT PB 14 PG 88 Taxes Taxing Authority Assessment Value 777TExempt Values Taxable Value County General Fund $313,945 ' $0 $313,945 i Schools $313,945 i $0 $313,945 City Sanford $313,945 $0 $313,945 ent) $313,945 1 $0 ( $313,945SJWM(Saint Johns Water Management) County Bonds $313,945 i $0 $313,945 Sales DescriptionDate Book j Page Amount Qualified Vac/Imp I SPECIAL WARRANTY DEED 4/5/2006 06192 0736 $8,500,000 t No Improved CERTIFICATE OF TITLE 7/11/1995 1 02946 1791 $1,OOO No (Improved IFlnd Comparable Sales i Land i Method _ Frontage— Depth Units Units Price Land Value LOT 0.00 ! 0.00 € 1 $0.00 1 Building Information s # Description Year Built I Stories Total SF Ext Wall Adj Value Repl Value Appendages i Actual/Effective i 1 i WOOD 1983/2000 1 3,512 WOOD SIDING WITH WOOD OR 1 $308,412 $392,882 j Description Area BEAM/ COLUMN METAL STUDS 1 FOINISHEDPEN RCH 376. 00 i---- --- - -- 780. 00 SCREEN PORCH FINISHED Permits Permit # I Description Agency Amount CO Date Permit Date 02836 NEWASSISTED LIVING FACILITY SANFORD ' $8,139,389 5/17/2018 5.___..__ 02835 DEMO 530._N PALMETTO AVE 25/2017SANFORD $100 , 02272 INTERIOR REMODELING - BAR/COUNTER TOP/CONDITION LETTER ON FILE - 550 N_— PALMETTOAVE SANFORD' $1,000 9/12/2013 02281 FIRE SUPPRESSION SYSTEM - 550 N PALMETTO AVE SANFORD i $1,800 9/12/2013 01966 INTERIOR REMODELING- 550 N PALMETTO AVE SANFORD $1 500' 8/1/2013 I_..___...,—....-....._..____...__...—..—.___--.-_.__ __ _.-.—._......._.. __ _ _...._.. _ ,._ _—.. ___w___..____.i,..w,..._. 01919 STOP WORK ORDER DUE TO NO PERMIT - 550 N PALMETTO AVE i SANFORD $0 v.._. _.. _.....—....} t 7/25/2013 00023 I INTERIOR DEMOLITION - 550 N PALMETTO AVE SANFORD I $35,000 ' 10/4/2012 00338 INSTALLING WATER HEATER SANFORD 1 $1 895 s 11/3/2005 03709 HOODS W/DUCT & WRAP PAD PER PERMIT 550 N PALMETTO AVE SANFORD 1 $8 700 1 7/28/2005 02376 MINOR ADDITION (OFFICE) PAD PER PERMIT 550 N PALMETTO I SANFORD ' $41 545 1/6/2006 i 6/7/2004I , I Page 1 of 2 (20 items) [1] 2 i Permit data Aces not originate from the Seminole County Property Appraisers once- For d-11% or questions concerning a permit pease contact the Wilding department ofthe fax district In which the property Is located. Extra Features I iDescription Year Buift Units Value i New Cost WOOD DECK 1 1/1/1983 2,470 € $5,533 j 13,832 SOUTHERN FIRE PROTECTION, INC. 3801 E. State Road 46 Sanford, Florida 32771 LETTER OF TRANSMITTAL TELEPHONE (407) 323-4200 FAX (407) 328-8931 TO CITY OF SANFORD BUILDING 300 N. PARK AVENUE DATE: 11/27/18 JOB NO: 5C861-18 ATTN: PERMIT DEPARTMENT RE: MARINA ISLE, ALF 530 N. PALMETTO AVE SANFORD, FL 32771 SANFORD, FL 32771 WE ARE SENDING YOLE Attached Under separate cover via Shop drawings Prints DPIans Samples Specifications Letter F Change order the following items: COPIES DATE NO. DESCRIPTION 1 11/27/18 PERMLM APPLICAT.IQN, 1 11/27/18 CERTIFICATE OF INSURANCE/LIABILITY 1 11/27/18 POWER OF ATTORNEY 1 11/27/18 NOTICE OF COMMENCEMENT 1 11/27/18 PROPERTY APPRAISER 3 11/27/18 FIRE PROTECTION SHOP DRAWINGS 3 11/27/18 HYDRAULIC CALCULATIONS 3 11/27/18 EQUIPMENTS SUBMITTALS THESE ARE TRANSMITTED as checked below: For approval Approved as submittResubmit copies for approval X For your use Approved as noted OSubmit copies for distribution F-] As requested Returned for corrections Return corrected booklet F- jFor review and comment n PRINTS RETURNED AFTER LOAN TO US COPY TO: FILE SIGNED: HEATHER BURKHART CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICETEES PHONE: 407.68B.5052 FAX: 407.688.5051 DATE: l 2 i Al PERMIT NUMBER: _ 1 P - 3- BUSINESS/PROJECT NAME: ADDRESS: .5j !'2/r u 4 CONTACT NAME: PHONE: PLAN REVIEVI NI=ORMATION CONSTRUCTION [ ]C/O . [ FIRE ALARM . FIRE SPRINKLER [ HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT" FEES APPLY: YES NO m-2 5s%, J TOTAL FEES: SOUTFIR-02 TYLERS C®t\ CERTIFICATE OF LIABILITY INSURANCE DATE(MhilDDfYYYY) 12129/2017 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: Insurance Office of America, Inc. 1855 West State Road 434 (AJC No, Ext): (800) 243-6899 {arc, No):(407) 788-7933 Longwood, FL 32750 ADDRE : INSURED Southern Fire Protection of Orlando, Inc. I INSURER C : 3801 E. State Road 46 INSURER D Sanford, FL 32771-9155 INSURER F : 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 LTR_ r IADDLSUBR TYPE OF INSURANCE :IN..`>zR. WVD. POLICY NUMBER POLICY EFF i. MM1DD/YYYYl.. POLICY EXP MMJOD/ YY'fYL. LIMITS 1, 000,000i AXCOMMERCIALGENERALLIABILITYi -............A....H OC.C...RRENLE....._.._.._...._... Si CLAIMS - MADE X OCCUR IDAhii%GE X SIGLOO5992-181 01/01/2018 01101/2019 TO RENTED A. - REMI ..... a........curr. _ , .- 500,000 M DE ore F ocn1....._.... 10,000 i . i EXP! Pnw PERSONAL & ADV INJURY S 1,0QO,QOO GEN'L AGGREGATE LIMIT APPLIES PEP,: ! GENERAL AGGREGATE 2.OQ. O,Q00 S__...._....._........... POLICY X ] ACT I---] LOC ! I I PRODUCTS - COMP/0P AGG_ S.._.._.__ ..2,OQQ,QOQ OTHER: S i B AUTOMOBILE LIABILITY COMB NED S;NGLE Lh`:IT a accident` 1,000, 000' S BODILYINJURY ( Per Cei son S X ANYAUTO ! X 5155651000 01/01/2018 01/01/2019 BODILY INJURY ( Per accident; S 7—OWNED SCHEDULED AUTOS ONLY AUTOS PROPERTY DAMAGE iFer accident'; e X ;HIRED ]( NON-'41?JED AUTOS ONLY AUTO ONLY i i C UMBRELLA LiAB X OCCUR EACH OCCURRENCE a 10,000,0O0i i X EXCESS LIAR CLAIMS -MADE. X LHAO81757 i 01/01/2018 01/01/2019 AGGREGATE S 10,000, 000; DED X RETE..NTION$ 0i S D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN i A:'JY PROPRIETORIPARTNER/EXECU I IVE OFFICER/M. WBER EXCLUDED? N; I N I A Mandatory in NH)—' Z071831007 01/ 01/2018 01/01/2019 X PER 0TH- TAT ATE ER L. EACH ACCIDENT 1,000, 000 5 E. L. DISEASE EA EMPLOYEE 1,000, 000; S E. L. DISEASE - POLICY LIMIT 1,000, 000' S iIf yes. describe under DESCRIPTION OF OPERATIONS below I DESCRIPTION OF OPERATIONS 1 LOCATIONS r VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City of Sanford is additional insured as respects general liability per forms ECG20583 07/04 & ECG20598 05/09 and for auto liability as required by written contract. Umbrella is excess over GL, Auto and workers compensation/employers liability. 407)688- 5041 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 P O Box 1788-- Sanford FL 32772-1788 ACORD 25 ( 2016/03) 001988-2015 ACORD CORPORATION. All rights reserved The ACORD name and logo are registered marks of ACORD SEMINOLE COUNTY BUSINESS TAX RECEIPT JOEL M. GREEN ERG, SEMINOLE COUNTY TAY COLLECTOR PO BOY. 630 # SANFORD, FL 32772 407-665-'i 000 WWW.SF,ivI NOLECOUN T Y. T AY VALID THROUGH 09/30/19 SOUTHERN FIRE PROTECTION OF ORLANDO INC 3801 E SR 46 Account #:053465 SANFORD, FL 32771 LEONARD M HOLLIS (PRES) REGULATED License # - 740723000290/190 Qualifier- LEONARD HOLLIS Receipt #: OLHS2018082200397 Amount Paid: $ 45.00 Date Paid: 08/22/2018 Jimmy Ratronis ++E Casia Sinco BUREAU CHIEFCHIEFFINaNCI.ILOFFICLR. Julius H21as IA ; !' DIVISION DIRECTOR arc {r`? Keith McCarthy 1 tt SAFETY PROGILkN1 MANAGER FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STaTE FIRE MARSHAL 200 East Gaines Street - Tallahassee, Florida 32399-0342 Tel.850-413-3644 Fax.850-410-2467 CERTIFICATE OF COMPETENCY OFFICIAL, COPY THIS CERTIFIES THAT: Kevin R Rodebaugh 3801 East State Road 46 Sandford FL 32171 BUSINESS ORGANIZATION: Southern Fire Protection Contractor I includes the execution of contracts requiring the ability, experience, knowledge, science, and skill to intelligently layout, fabricate, install, inspect, alter, repair, or service all types of Fire Protection Systems, excluding Pre -Engineered Systems. Issue Date: 07/01/2018 Type: 07 Class: 10 County: Seminole' License/Permit #: FPC 12-000152x c" Expiration Date: 06/30/2020 Southern Fire Protection of Orlando, Inc. 3801 E. SR 46, SANFORD, FL 32771-9155 ' PHONE: FAX: EMERGENCY: LIMITED POWER OF ATTORNEY C"\A-u Oar C,CXCy Building Department NOIeco Utr -2-1 , 2018 I hereby name and appoint the following: 407) 323-4200 407) 328-8931 407) 328-2912 Anton Mihelic, Brian Moore, and/or Jeremy Wilkerson, Christy Caldwell, Vince Hollis, Kenny Callaghan, Les Jones, Lou Mirenda, David Dewey, Kent Bowman, Edward Russel, Fred Griffin and/or Joseph A. Mello, Joseph Gracey, William Martin Printed Name Of Appointee(s) Southern Fire Protection of Orlando, Inc. Company Name of Appointee To be my lawful attorney -in -fact to act for me in submitting and receiving Commercial/Residential Permitting, and to do all things necessary to this appointment. Manna > Sie W Project Name cJ -! N • T)cx1 rry'r1 O N\&- Project Address Signed: y. Kevin augh Vice President License # FPC12-000152 WITNESS WITNESS State of Florida County of Seminole Sworn to and subscribed before me this Z,1 day of _Is,Mbe', 2018 By Kevin Rodebauh who is personate known to me. HEATHER LEE BURKHART yko.• ;, Mti' COMMISSION # GG014762 a!_?` 2 EXPIRES .fuly 24, 020 , My Com ission AGREEMENT nad'e as of the 76 :day o; 3Lt1C irr tfi"e, e ? E lrv-tbzrtts irru`r t du,==_ »a<,nt a.citsar Lrr•:; SETWEE Oic cor;ritfor 11itC." It"ETt37 SiCti't5. [iti !'L'3S Lt"u UIi7er Exce.(ssor F..lnprraea?tf. o . (.s;ialtrd i sza'r`tlst} 4`1 d:ata„ 7`inci?a! oaci Suite 20 t.ake?`vl;try~, F'L;•:1-?4n Toe.Pho. e N nher 0' 1-•;-44Z i'ax NumbA; f'a t'unaiier and the Suasco t.actor: NiT>= 1Lgdl', l x ls' rrLfrtrtrl+ ,t:r'1 ot#oiryOraatiatlr n; St7ut; ten: bite Prutects r of")rt zt,, }nc 38t 1 State'Road'46 5anSotd; Fi, 3?'7;1 T; te Cantrnetor 8,;n rtra;lt a :.clntr:ci for :x,ns?rucriz-rr nere ts ti'ter, i)e ri;ne.('otatn:rt- d : ted The . krchitec( forthe Projec•s A" ame 10al t;tuars, C&dl .i and ,a{,ir' ia'ma i il) ea. j ocumenzxrtv,, LV1 f" %wPo , ;#r:." Ji -25 ,7 } . 15)51 q d;; ! u 63 fr i t F>? 1972 1r ro qa7 :,Jg 20Gt 7,d 2t1 t' N Tt ca AmercaC - tsttt: InstYct c'A.d^4 cts , lWr;§t,L§ stied' , rh s dacunans r s c u J Ut, 44N s.ah.a,: e,t 45<-1) on 0+.512 Sn urto rQrder ta rn.71 i2St 4 vrr ch expiresop, C919G?2018„anti .> cot p< .E•, rri - User Mons:; (.lEOADA2G) R ores on 0SX5t;tOl$ ghdJs r for tau * irtjt AIADoc umextiA44tY" 2t147 CnpynOW0 1926 107 tabs 16t#,i1 1 6 tS96 19761S-8 1D5720G7and 2417LyThe tnklitu4 L CP 4t..Att....Cv. AEI rigts_tS,rese'VPd'. ,. . , _ .,,.. e.::. ,.,+..: ! _ ..., L.:., x..a„.. W:'. r.... , w '. Al r..., i p s.. by t! A J.:.11A A:. 57 ar 6i 7iaFJ 48 undrr CkdBrMt.o 9aT { t?SEa wh ch e,x rPsc i un.t)6!2L'1b asxd s a for rest;le . user Notes: - t389kQA Ci: 3,tlJheContrador sh iy ma ner and i i,acci rda ce i th }ie t'os ntrctar` Coat rt.r«a sc!i - . tractor 01 she defends a.(,,'Ia' porfi6f., ot'titz Q1411iffi tht r0ahslo,the W6rk o Stfthe, ibcoh'tlractat L tia by the Owner thz'axtla'les 6 the WolI- of thz to, tht t,,Ontmctor ancl miples, and similhr:subm ttals required by Ji C as;p cause IT0 d lar in tfle.War 'Ci i1i 4r`,subnrittais, tlic Slabc,antractar rt precepts em, il—Ydelermined'and veri°fieci i-naterial, da sa; and (. )cnccked and etsnrdinated .the Work-, and ortitr Subcontract Documents:. TE!e Sitbcontracior slimI cornpl} ti ittr ecic.ral ctilit, and'la:a't tax.la npvmswlon :acts; gird csrkcri" cote ensatsc n acts, inst}far as appirwabtc;` nf; f 7'. init. AUcDocuman2AdU-2017,_Capyrigh!19t d'b 9Iz,? t +D58 "V6,11, t8F3'i8b6 1367 tSj2 3 7' 73d' tP97 ?CC7antl1R17:eyTht nmerriIns6ttec4cficts; A!i rights msarved a e r t, r rctihoacainterina<.prntl C d t y AU a ,,.,ie t r 4 S7'37 an R7rw5'20td d Otle h13 $6721 t25^ vat , h expErt ., on C}9MV2G1.R id .s.r,.1 rot re,.at., tta+zr Hote3t (399M)A2"i snit to,;* t lb J iaer;hawSvents tidarc ysPr+amt;sc,z43i 1.0t. csmnl*ricenten2(f,x4c,Work. B} the , ft lc.: in4 dart 12. T'*!ljggb the, 1, Otivof themonth. mserved. R. 0WOWP Order, No 9672 1 11256.4 wh!O MMDAX), I"n t court. i Type of lnsqta-tict Ur, OtM. Per#inentRoWomohts On m4_9 ,t W UDCOMMUor Ski r the ve'sh; 14 00 q norn ticetqlvday,,.,C P, Ban gull PRICE:;, $ 117,000.00 EXCLUSIONS: t.; Any underground work 2. City connection or connej 3; Connection fees, meter.fe 4. Backflow prev entor, dete 5. Tamper switches or locks 6. Painting, preparation for j 7. Centering of sprinkler. he< 8: Alarm supervision, eentra 9', Electrical wiring of alarm 10. Fire Pump 1.1. Fire extinguishers and ex1 12. Interior hose equ,iprnent, KNOX Box & KNOX FI 14. Insulation of piping , , co 15. Bond (Add 2°1o). 16. Additional hangers, braci, to accommodate delta joi 11. Certif cation of any work 18. Dry pipe or anti -freeze, sy 10. Pre -,installation of hanger; 20. Hoisting 21. Project cleanup or relate(, 22. Wall or floor, sleeves.SFI 23. Access doors or instal;lati 24. Kitchen hood equipment/suppression systems, connections thereto or certification or associated permits PERMIT OFFICE. Southern Fire Protection 3801 East SR 46 Sanford, FL 32771 Job Name Marina Isle 4th FL Residential Rm Drawing Location 530 N. Palmetto Ave., Sanford, Florida Remote Area 4th FL Resid Rm Contract 861-18 Data File Marina Isle 4th FL Residential Rm.WXF CURTIS ENGINEERING SERVICE, LLC - CA#31561 JAMES M. CURTIS, P.E. - PE#37912 29775 BAYHEAD ROAD DADE CITY, FLORIDA 33523 DELEGATED ENGINEER OF RECORD Computer Programs by Hydratec Inc. Revision: 50.52.1 Southern Fire Protection Page 1 Marina Isle 4th FL Residential Rm Date 11-14-18 HYDRAULIC DESIGN INFORMATION SHEET Name - Marina Isle ALF Date - 11=14-18 Location - 530 N., Palmetto Ave., Sanford, Florida Building - System No. - 4th FL Resid Rm Contractor - Southern Fire Protection of Orlando Inc Contract No. 861-18 1 Calculated By - Drawing No. - 6 of 6 Construction: (X) Combustible ( )) Non -Combustible Ceiling Height 10'-11" OCCUPANCY - Assisted Living Facility S Type of Calculation: ( )NFPA 13 Residential X)NFPA 13R_ ( )NFPA.I3D Y Number"of Sprinklers Flowing: l (X)2 4 ) S Other T Specific Ruling Made by NFPA 13R Date 1.1-14-18 E M Listed Flow at Start Point 13 Gpm System Type . Listed Pres. at Start.Point 7 Psi W Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction E Domestic Flow Added Gpm _,.: .. Sprinkler.or_Nozzle S Additional Flow Added Gpm Make RASCO Model FlRES49 I Elevation at Highest Outlet 48.25Feet Size 7/16 K-Factor 4.9 I G Note: Temperature Rating 155 ' N Calculation Gpm Required 26-.82 f` Psi ,Required 21.54 AT FLOOR CONTROL ! Summary C-Factor Used: Overhead 150 Underground 150 p i W Water Flow Test: Pump Data: Tank or -Reservoir: - - A Date of Test - 10-10-18 Rated Cap. Cap. T Time of Test - 10;30 AM @ Psi Elev. E Static' (Psi) - 72 Elev. R Residual (Psi) - 15 Other Well Flow (Gpm) - 890 Proof Flow Gpm S Elevation - 0 P Location: HYDRANTS ON EXIST 8" WATERMAUN P L Source of Information: SANFORD WATER UTILITIES Y Computer Programs by Hydratec Inc. Revision: 50.52.1 rressure i t-low summary - o i Aiw/AKu Southern Fire Protection Page 2 Marina Isle 4th FL Residential Rm Date 11-14-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No: Actual Actual Reg. 1 48.25 4.9 7.04 na 13.0 0.05 260 7-0 2 48.25 4.9 7.96 na 13.82 0.05 260 7.0 11 48.25 9.97 na 12 48.25 14.29 na 13 48.25 16.09 na 14 48.25 16.43 na 15 48.25 16.61 na 16 48:25 16.9 na 17 48.25 21.15 na I 4FL 48.25 21.54 na TS2 48.25 21.54 na - BS2 48.25 21.55 na FS1 0-0 42.46 na BSR 0.0 42.46 na UG1 0.0 48.22 ., na UG2 0.0 48.22 na TEST 0.0 48.22 na UG3 0.0 48.22 na The maximum velocity is 14.34 and it occurs in the pipe between nodes 11 and 12 Computer Programs by Hydrates Inc. Revision: 50.52.1 rinal ua@culatlons - rlazen-minams - zuut Southern Fire Protection Page 3 Marina Isle 4th FL Residential Rm Date 11-14-18 e I Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"****" Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BL1 R 1 13.00 0.874 2N 14.0 1.5.000 7.039 K Factor = 4.90 to 150.0 2R 2.0 16.000 0.0 1.1 13.0 0.0944 0.0 31.000 2.926 - Vel = 6.915 p 0.0 13.00 9.965 K Factor = 4.12 2 13.82 0.874 N 7.0 9.000 7956 K Factor = 4.90 to 150.0 O 3.0 10.000 0.0 11 13.82 0.1057 0.0 19.000 2.009 Vel = 7.39 11. 13.00 0.874 2R 2-0 10:000 9.965 to 150.0 0.0 2-000 0.0 12 26.82 0.3605 0.0 12.000 4.326 Vel =' 14.34 12 0.0 0.874 0 3.0 2.000 14.291 I to 150.0 0.0 3.000 0.0 13 26.82 0.3606 0.0 5.000 1.803 Vel = 14.34 0.0 26.82 16.094 K Factor = 6.69 CROSSMAIN 13 26.82 1.598 2R 2.0 15.670 16.094 to . _.. 150.0 0.0 _ 2.000 0.0 _ . ,..... 14 26.82 0.0101 0.0 17.670 0.337 Vel = 4.29 14 0.0 1.598 2R 2.0 7.580 16.431 to 150.0 0.0. .. 2.000 0.0 .. - 15 26.82 0.0191 0.0 9.580 0.183 Vel = 4.29 15 0.0 1.598 R 1.0 14.000 16.614 to 150.0 0.0 1.000 0.0 16 26.82 0.0191 0.0 15.000 0.286 Vel = 4.29 16 0.0 1.598 31 R 31.0 174.500 16.900 to 150.0 N 9.0 48.000 0.0. 17 26.82 0.0191 O 8.0 222.500 4.246 Vel = 4.29 0.0 26.82 21.146 K Factor = 5.83 FEED 17 26.82 2.203 3E 20.458 12.670 21.146 to 120.0 Cv 15.003 52.169 0.0 4FL 26.82 0.0060 Ball 3.069 64.839 0.391 Vel = 2.26 T 13.639 0.0 26.82 21.537 K Factor = 5.78 STANDPIPE 2 4FL 26.82 4.31 0.0 0.750 21.537 to 120.0 0.0 0.0 0.0 TS2 26.82 0.0013 0.0 0.750 0.001 Vel = 0.59 TS2 0.0 4.31 T 27.874 30.500 21.538 to 120.0 0.0 27.874 0.0 BS2 26.82 0.0002 0.0 58.374 0.013 Vel = 0.59 BS2 0:0 4.312E 27.874 11.000 21.551 to 120.0 G 2.787 30.661 20.897 FS1 26.82 0.0002 0.0 41.661 0:010 Vel = 0.59 Computer Programs by Hydratec Inc. Revision: 50.52.1 I I-Inai uaiculatlons Hazen-minams Southern Fire Protection Page 4 Marina Isle 4th FL Residential Rm Date 11-14-18 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft E,qv. Ln. Total Pf Pn s a 0:0 26.82 42.458 K Factor = 4.12 RISER I FS1 26.82 4.31 E 13.937 11.000 42.458 jito120.0 0.0 13.937 0:0 BSR 26.82 0.0002 0.0 24.937 0.005 Vel = 0.59 0.0 26.82 42.463 K Factor = -.4.12 UNDG BSR 26.82 5.86 8E 143.145 „ 413.000 42.463 to - 150.0 2T 76.685 223.664 5.732 Fixed Loss =_ 5.732 UG1 --. 26.82 0.0 -- Zid 0.0 636.664 0.022 Vel = 0.32 G 3.834 UG1 12.04 7.98 F 13.591 280.000 48.217 to 150.0 G 6.041 72.487 0.0 UG2 14.78 0.0 T 52.855 352.487 0.001 Vel = 0.09 UG2 0.0 7.98 0.0 181.000 48.218 to 150.0 0.0 0.0 0.0 TEST 14.78 0.0 0.0 131.000 0.0 Vel = 0.09 14.78 48.218 K Factor = -2.13 UG1 _.- .__.....12.04 7.98 4F 54.365 228.000 48.217 to 150.0 0.0 54.365 0.0 UG3 12.04 0.0 0.0 282.365 0.001 Vel = 0.08 UG3 0.0 7.98 F 13.591 352.000 48.218 to 150.0 G 6.041 72.487 0.0 TEST 12.04 0.0 T 52.855 424.487 0.0 Vel = 0.08 0.0 12.04 48.218 K Factor = 1.73. Computer Programs by Hydratec Inc. Revision: 50.52.1 rIow ulagram e Southern Fire Protection Page 5 Marina Isle 4th FL Residential Rm Date 11-14-18 i s 26.8 26.8 .26.8 13 t- — — U — 15 - — 16 — — — — 17 F — 4FL 26.8 26.8 T 26.8 I 26.8 I I I I i 1 1 12 TS2 T i 26.8 I 26.8s f 1 13.8 11 — — 2 BS2 I T 13 I 26.8 I I Fsr I T i 1 I 26,8 1 I , I 1 I I BSR . T 26.8 I ! I I 14.8 6 UG1e- — — — — UG2 T T 12 I 14.8 I I 1 I I I I I I 12 UG3c- — — — — TEST Computer Programs by Hydratec Inc. Revision: 50.52.1 F__— Water Supply Curve C Southern Fire Protection Page 6 Marina. Isle 4th FL Residential Rm Date 11-14-18 City Water Supply; Demand: C1 - Static Pressure : 72 D1 - Elevation : 20.897 C2 -Residual Pressure: 15 D2 - System Flow : 26.821 C2 -Residual Flow 890 D2 - System Pressure : 48.218 Hose ( Demand) D3 - System Demand : 26.821 Safety Margin : 23.694 150 140 130, P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 D2 E 50 40 30 20 10 V _7 100 200300 400 500 600 700 800 900 FLOW ( NA1.85) Computer Programs by Hydra.tec Inc. Revision: 50..52.1 Fittings Used Summary Southern Fire Protection Page 7 Marina Isle 4th FL Residential Rm Date 11-14-18 Fitting Legend Abbrev. Name 3/ 1 1 %. 1'/2 2 2Yz 3 3'/z 4- 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2;25 , 2 2:5 2.25 10 Cv Riser Check 11 ' . 15 17, 18 26 45 E NFPA 13 90' Standard Elbow 1 2 2 - 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 ', 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 1.3 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5- 6 7 8 10 11 13 N" CPVC 90'EII Hariel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R" CPVC Coupling Tee - Run 1 1 1° 1 1 1, 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90' Flow thru Tee 3 4 5 6 8' 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 I Zid Wilkins 350DA Fitting generates a Fixed Loss Based on flow Unit Summary Diameter Units' Inches Length. Units feet Flow.Units US: Gallons per: Minute Pressure Units ` Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths' for fittings types of. various diameters. Equivalent lengths shown are standard for actual diameters. of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a ` show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ' will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. F. Computer Programs by Hydratec Inc. Revision:' 50.52.1 Model FT Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/tt2 Types: 1. F1 Res 30 Pendent 2. F1 Res'30 Recessed PendemF2 : 3. . F 1 Res 30 Recessed Pendent/FP 4. F1 ResL49 Pendent F1 Res 49 Recessed Pendent/F1 N 6. F1 Res 49;Recesse Pendent/` 7. F1 Res 58 Pendent F1 Res 30, 49', 8 & 76, 8. F1 Res 58 Recessed PendenVF1 Recessed endent / F1 Recessed Pendent J FP 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res .76 Pendent 11. F1 Res 76 Recessed PendentJF1 y ' 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent' ' } 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. 1 F1 Res 44 HSW F1 Res 30, 49, 58 & 76 F1 Res 44, & 58 F1 Res 44 SWC 18. F1 Res 44 Recessed HSW/F2 CCP Pendent Recessed HSW%F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX Horizontal 8idewall sprinklers (Figs. 5, 6 & 7) are equally attrac- 21. KRes58 HSWX five when above ceiling -piping cannot be used. 29. -F1 Res 58 HSW Recessed HSW/F2 The 3mm glass -bulb pendent sprinklers permit the efficient use 23..F1 Res 44 SWC of residential water supplies for sprinkler coverage in residential Listings & Approvals fire protection design. 1. by Underwriters Laboratories Inc. and The lowflowF1 Res sprinklers are specially engineered for fastLULCertifiedforCanada (cULus) thermal response to meet sensitive fire protection applica- top needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's Sprinklers for .10 Density: Refer to Bulletin 176 heat -sensitive element, glass bulb or link to actuate, releasing the UL Listing Category waterway for water flow onto the deflector, evenlydistributingthe Residential Automatic Sprinkler discharged water to control a fire. UL Guide Number Technical Data: VKKW Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Patents a Sprinkler Frame: Brass Casting US Patent No. 6,516,893 applies to the Model F1 Res 49 a Sprinklers' Pressure Rating: 175 psi58PendentSprinklers Factory Hydrostatically Tested to 500 psiUSPatentNo. 7,353,882 applies to Model F1 Res 44 & 58 o Thread Size: 'V2" NPT (R%2) HSW Sprinklers US Patent No. 7.784,555 applies to Model F1 Res 44 SWC Y K-Factor: 3.0(43.2)(Actual)-F1 Res 30 Pendent Sprinkler Sprinklers 4.9(70.6)(Actual)-F1 Res 49 Pendent Sprinkler Product Description 5.8 (83.5) (Actual) -F1 Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - F1 Res 76 Pendent Sprinkler Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler response sprinklers combining excellent durability, high sensitiv- o Density: Minimum 0.05 gprn/ft2 ity glass -bulb and low profile decorative design. The F1 Res Reliable Automatic Sprinkler Go., Inc., .103-Fairview- Park Drive, Elmsford, New York 10523 Technical DataCF1 Res 49 endent and Recessed Pendent (SIN R3516) i Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Temp. Rating Ambient Temp. K Length OF I 'C OF Csibar Factor Inch r•nm z" NPT R'/ a" 01) 175 (12) 155 175 1 68 791 100 150 38 66 4.9 (70.6) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector MinimumMax. Coverage area May- Spacing 1550FYWC 175°FR9'C Ft x Ft (m x m) Ft (m) to Ceiling SpacingFlowPressureFlowPressure GPM Umin I PSI bar GPM Umin PSI bar Inc Ft (m) 12 x 12 (3.6 x 3,6) 12(3.6) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 1Ya to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4.3 x 4.3) 14(4.3) 14_ Q 8) 13 (49) 7.0 (0.48) 1 to 4 (25.4 to 102) using F1J3_(49)--,> escutcheon. Beamed Ceilings perAN 13D, 13R or 13 installed in 16 x 16 (4,9 x 4.9) 16 (4.9) 13 (49) 7.0.(0,48 ` 3 13 (49) 7.0 (0,48) 8 2.4) 18 x 18 (5,5 x 5.5) 18(5.5) 17 (64,3) 12 (0.83) 17 (64,3) 12 (0,83) beams 1'!a to 13/ (31.7 to 44.4) using F2 escutcheon, 1 20 x 20 (6,1 x' 6 1) 20(6.1) 20 (75,7) 16.7 (1,14) 20 (75.7) 16,7 (1,14) to 111. (25.4 to 44.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R r 13D Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector MinimumMax. Coverage ariea, Max. Spacing 155°Fi58°C 175°Fl79°C to Ceiling SpacinggFlowPressureRowPressureFtxFt (m x m) Ft (m) GPM Umin PSI bar . GPM U rnin PSI bar Inch (rpm) Ft (m) 12 x. 12 (3,6 x 3,6) 12(3,6) 15 (57) 9.4 (0,65) 15 (57) 9.4 (0.65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4.3) 14(4.3) 16 (60.5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 263) using F1 escutcheon. 16 x 16 (4.9.x 4.9) 16 (4,9) 17 (64,3) 112.0 (0,83), 17 (64,3) 12.0 (0,83) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2.4) 18 x 18 (5.5 x 5.5) 18(5.5) 19 (72) 115.0 (1,0) 19 (72) 15.0 (1,0) 41/ to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20 x 20 (6,1 x 6,1) 20(6.1) 22 (83,2) 120.2 (1,4) 22 (83,2) 20.2 (1.4) using F1 escutcheon m Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Sprinkler Max Actual Sprinkler Size Inch (mm) Pressure Temp. Ratin Ambient Temp. K Factor Length OF C OF Cpsi (bar) loch (mm) z" NPT R'/z) 03) 175(12) 155 175 68: 79 100 150 38 66 5.8 (83.5) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector MinimumMax. Coverage area Max. Spacing 155°F/68°C 175°F/790c to Ceiling Spacing: Flow Pressure Flow PressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar GPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 16 (61) 17.6 (0,53) 16 (61) 7.6' (0,53) Smooth Ceilings 1% to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (61) 7.6 (0,53) 16 (61) 7,6 (0,53) 1 to 4 (25.4 to 102) using F1 escutcheon. 16x 16 (4,9 x 4,9) 16(4.9) 16 (61) i 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2.4) 18 x 18 (5,5 x 5,5) 18(5.5) 19 (72) 110.8 (0,75) 19 (72) 10.8 (0.75) PA to 13/,(31.7 to 44.4) using F2 escutcheon. 1 to 13/ (25.4 to 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,3) 114.4 (1.0) 22 (83,3) 14.4 (1,0) 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13. 13R or 13D 3. R Southern Fire Protection of Orland® Inc. 3801 E. SR 46, SANFORD, FL 32771 PHONE: (407) 323-4200 Nov. 15, 2018 HERMIT # - FAX: (407) 328-8931 Contract No. 861-18 MARINA ISLE ASSISTED LIVING FACILITY FIRE PROTECTION EQUIPMENTFr= ITEM MANUFACTURER MODEL Recessed Pendent Residential Reliable Automatic Sprinkler Corporation F1 *RES*49 = e Recessed Pendent Sprinkler Reliable Automatic Sprinkler Corporation F 1 FR56-QR Brass Upright Sprinkler Reliable Automatic Sprinkler Corporation : ' F 1 FR56-QR Horizontal Sidewall Sprinkler'' T Reliable Automatic'Sprinkler Corporation FIFR56-QR Dry Pendent Sprinkler Reliable Automatic Sprinkler Corporation F3QR-DRY ° Grv'd Butterfly Valve w/T.S. Nibco Corp. GD-4765-8N ButterBall Valve w/ T.SW. Milwaukee Valve Company BB-SCS02 Test & Drain AGF Manufacturing 1011A Thr'd Check Valve Viking Corp. Grv'd Swing Check Valve Viking Corp. D-1 Fire Dept. Hose Valve Potter Roemer Corporation 2 '/2" 4065-D Hose Reducer Potter Roemer Corporation 2 ``/2" x 1 %2" 2810-D Hose Cap Potter Roemer Corporation 1 %" 4615-D -- Electric Bell System Sensor Company SSV 120-6" Flow Switch System Sensor Company WFD Series CPVC Sprinkler Pipe Spears Manufacturing Company CPVC Pipe- SDR 13.5 Threaded Pipe ASTM Grade A-135 / A-795 Eddy-Thrd-40 Br. Lines Grooved Pipe ASTM Grade A-135 / A-795 Eddy -Flow Main Pipe. Grooved Couplings GEM / LOCK Style-5 / Style-25 RC Grooved Fittings GEM/LOCK Grvd — Stand Pattern Grooved Fittings GEM/LOCK Grvd — Short Pattern Threaded. Black Fittings SPF/Anvil-Star International DI 125# Black CPVC Fittings Spears Manufacturing Company CPVC x Slip Fittings Thread-O-Lets SPF/Anvil Star International MT-4 Grv-O-Lets SPF/Anvil Star International 10-RG CPVC Pipe Hangers PHD Manufacturing One Hole Strap #075 CPVC Pipe Hangers PHD Manufacturing Two Hole Strap #070 CPVC Pipe Hangers PHD Manufacturing 2-Hole Std-Off Strap Hanger Ring PHD Manufacturing 141 Top Beam Clamps PHD Manufacturing FIG.-345 Sammy Screw Steel Super Sammy Screw DSTR-516/ SWDR-516 Sammy Screw Concrete Super Sammy Screw CST-20 / SWC-20 Sammy Screw Wood Joist Super Sammy Screw GST-30 / SWG-25 Bulletin 135 Rev. M W Model F1 Residential Sprinklers for Cn Design Density Of .05 gp 2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP a 5. F1 Res 49 Recessed Pendent/F1 es 49 Recesseden en 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 F1 Res 30, 49, 58 & 76 CCP Pendent Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass -bulb and low profile decorative design. The F1 Res 1 Res 30, 49, 58 & 76 ecessed Pendent / FP F1 Res 44 & 58 F1 Res 44 SWC Recessed HSW/F2 Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Sprinkler Frame : Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: 1/2" NPT (R1/2) K-Factor: 3.0 (43.2) (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - F1 Res 76 Pendent Sprinkler 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 I Application Model F1 Res Sprinklers are used for Residential Fire Pro- the only recessed escutcheons to be used with Model F1 Res tection according to UL 1626 Standard*. For ceiling types: sprinklers. Use of any other recessed escutcheon will void all Smooth Flat Horizontal, or beamed, or sloped, in accordance approvals and warranties. For installing Model F1 Res Pen - with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice dent sprinklers use only the Model D sprinkler Wrench; for size, temperature rating, deflector style and sprinkler type are installing Models F1 Res Recessed Pendent, CCP & SWC in accordance with the latest published standards of The Na- sprinklers use only the Model GFR2 sprinkler wrench; for in- tional Fire Protection Association or the approving authority stalling Model F1 Res Recessed HSW sprinklers use only the i having jurisdiction. Model GFR2 Sprinkler Wrench. Use of wrenches other than Installation - those specified may damage these sprinklers. Install F1 Res Models F1 Res sprinklers are to be installed as shown. 44 with a ceiling to deflector distance of 4" 12". Flow arrow Model F1, F2 and FP Escutcheons, illustrated herewith, are on deflector must point away from near wall and 'Top mark- ing must face ceiling. Escutcheon*, F1 or F2, Data: Type Adjustment A" Face of fitting to ceiling Deflector Distance below bottom of beam Inch (mm) Inch (mm) Inch (mm) Inch (mm) F1 3/4 (19.0) Min. Recessed = 11/8 (41.3) 3/8 (9.5) 13/4 (44.4) Max. Recessed =' a 22.2 11/828.6 1 25.4 F2 1/2 (12 7) Min. Recessed = 15/8 (41.3) 3/a (9.5) 13/4 (44.4) - Max. Recessed = 11/a (28.6) 8(22.2) 1 Ya 31.7 Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent Sprinkler - t• Model F1 Res 30 Recessed Pendent / F2 Model F1 Res 30, 49, 58 & 76 Pendent 1 Model F1 Res 4918 & 76 Recessed Pendent / F1 77. oasva i I 13sFcoJ F1 escutcheon, 3/4" (19mm) adjustment Z 714 HULL UM 57. 2mm] 1 15/16• DLL 49. 2m 1 1" X 1/2• REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER - WRENCH BOSS. p Y1/!< ADJUSTMENT f 2 27/32- DN. Fig. 1 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) 1/ 8• J A 8' Fig. 2 FACE OF FITTING TO CEILING DIMENSION. J/ 8.-f 1/8• (FI ESCUTCHEON) 3/ 8•-7/8" (F2 ESCUTCHEON) TIi ad Size Nominal Orifice Inch mm Max. Pressure i bar Sprinkler Temp. Rating Max. Ambient Temp. Actual K Factor I Sprinkler mm OFCOFC112" NPT 2V: ( 8.2 175 (12) 155 68 100 38 3.2) 2.25 (57) RY2 175 79 Max. Ordinary Te . ing Intermediate Tem t g Minimum Max. Coverage area Spacing 155° F/68°C 17 C Top of Deflector to Ceiling Spacing FlowPressurePressureFtxFt (m x m) Ft ( m) Inch ( mm) Ft ( m) GPM Umin P I GPM Umin 12 x 12 (3,6 x 3,6) 12(3,6) 7.0 (0,48) 8(30.3) 7.0 (0,48) Ceilings 11/4 to 4(31.7 to 102) Beamed Ceilingsper usi beam/ 4 or13installedi8 ( 2,4) 14x14 (4,3 x 4,3 4,3) 10 (37,8) 11 (0,76) 10 (37,8) 11 (0,76) 16 9 x 4,9) 16 (4,9) 13 (49) 18.8 (1,3) 13 (49) 18.8 (1,3) 31.7 to 44.4 using F2 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Pressure Temp. Ratin Ambient Temp. K Length Size Inch (mm) i bar Factor Inch mmOFCOFC z" NPT 16^ (11) 175 (12) 155 68 100 38 4.9 (70.6) 2.25 (57) 175 79 150 66R'/z Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing 155°F/G8°C 1750F?90C to Ceiling SpacingFlowPressureFlowPressureFtxFt (m x m) Ft (m) Inch (mm) Ft (m) GPM Umin PSI bar GPM tJmin PSI bar 12 x 12 (3,6 is 3,6) 12(3,6) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) 1 to 4 (25.4 to 102) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4.9) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 8(2,4) 13D, 13R or 13 installed in 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12 (0,83) 17 (64,3) 12 (0,83) beams 1'/a to 13/a (31.7 to 44.4) using F2 escutcheon, 1 20 x 20 (6,1 x 6,1) 20(6,1) 20 (75,7) 16.7 (1,14) 20 (75,7) 16,7 (1,14) to 13/a (25.4 to 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R r 13D Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector MinimyrK Max_Cove7..a Max. Spacing 1550F/58°C 175°F/790C to il+ S di Flow Pressure Flow PressureFtxFt (m x m) c m) h ch (mm) m) PM Vmin PSI bar GPM L/min PSI bar 12 x 12 (3,6 x 3,6) 12(3,6) 15 (5 4 (0,65) 15 (57) 0,65) Smooth Ceilings to 8 (100 203) using F2 escut eo . 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,5) 10.6 (0,7 5) 10.6 (0,73) 4 to 8 (100 to 203) usi 1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 17 12.0 (0,83) 17 (64,3) 12.0 Beamed Ceilin per NFPA 1a 13 ailed in beams 8( 2,4) 18 x 18 (5,5 x 5,5) 5) 19 (72) 15.0 (1,0) 19 (72) 15.0 (1,0) 4'/a to 8 8 to sing F2 escu eon, 4 to 8 (100 to 20 x 6,1) 20(6,1) 22 (83,2) 20.2 (1,4) 22 (83,2) 20.2 (1,4) u ' g F1 escutcheon Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Max. Sprinkler Max. Sprinkler Thy Nominal Orifice Pressure Temp. Ratin Ambient Temp. Actual Size Inch (mm) i ( bar) K Factor nch ( mm) OFCOFCz" NPT yz" ( 13) 175 (12) 155 68 100 38 5. 5) 2.25 (57) R'/ z) 175 79 150 66 Max. Ordin emp. Rating Intermediate Temo: - ating Top of Deflector Minimum Max. Coverage area Spacing 1550F S 17 wJ'C to Ceiling Spacing FlowP e• Pressure FtxFt (m x m) Ft (m) Inch ( mm) Ft (m) GPM Umin ar I!!!" Vmin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 16 (61) LZT53) 16 (61) 7.6 (0,53) Smooth Ceilings 1 Ya to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 61) 7.6 (0,53) 16 (61) 7.6 (0, 1 to 4 (25.4 to 102) using F1 esc eon. 16 x 16 (4,9 x 4,9) 16 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Beamed s per NFPA 13D, 13R or 13 installe earns 8( 2,4) 18 x 18 (5,5 x 18(5.5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,75) lYa to 13/a (31.7 to 44.4) us' F2 escutcheon, 1 to 13/a (25.4 to 20 ( 6,1 x 6,1) 20(6.1) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 (1,0) 44.4) using F1 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3. i Technical Data: KRes58 HSWX (RA3593) Nominal Max. I Sprinkler Sprinkler Thread Orifice Pressure A biebient K Length Identif! on Size Inch (.mm) psi (bar) T m Factor Inch (mm) Num r (SIN) ; F C Link 2 N RY2) 2" (13) 175 (12) 100 38 5.8 (83.5) 2.45 (62) RA3593 OrdinaryTemp. Rating To Deflector to Minimum Max. Coverage area Max. 1ti '°F/74°CFt CeilingSpacingFlowPressurexFt (m x m) FA cing Inch (mm), Ft (m) GPM Um n PSI b^ 18 x 20 (5,5 x 6,1) 18(5.5) 109) 4 to 6 (100 to 152); 20x20( 6,1 x6.1) 20(6,1) 30(114 26.8(1,85)_ 16 x 22 (4,9 x 7,3) 16 (4,9) 125) 4 (2,23) 1/2 (13) recessed . using F2 escutcheon 16 x 24 (4,9 x 7,3) 16 (4,9) 38 (144) 42.9(2. 8( 2,4) 14x26 (4,3 x 7,9) 14 ,3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) 18 (5,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 3 1/ 2 (13) Recessed 16 x 22 (4,9 x ) 16(4,9) 38 (144) 42.9 (2,96) 16 x 2 4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) using F2 escutcheon 4 x 26 (4,3 x 7,9) 14(4,3) 46 (174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model F1 .Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved ( 258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0. 05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector - to - ceiling distance listing shall be 1" to 8" maximum, only for F1Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a'/2" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] 175° F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [ White Polyester] [Special finish specify]. Resi- dential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135).. Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30, 49 & 58 Recessed Pendent/ F2, Model F1 Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved ( 258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector -to -ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a'/2" NPT thread. Water, seal assembly shall consist of a Teflon* coated Belleville spring washer with top -loaded extruded DuPont Registered Trademark 10. or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F 68-C)] [175°F (79°C)]. Sprinklers shall have a nomi- nal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] Chrome -plated] [White. Polyester] [Special finish— spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjustment (Model F2)] with 3/4" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Model FP)]. Standard fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 Recessed Pendent/F1 ] [Model F1 Res 30, 49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 30, 49 & 58 CCP Pendent Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal as- sembly shall consist of a Teflon` coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 1550F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a'h" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57°C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 Res 44, F1 Res 58 Horizontal Sidewall, F1 Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a'/2" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel - leville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68'C)] 175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 165°F (740C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 112" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The F1 Res 58 HSW is also available with low lead frame. F1 Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and F1 Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, F1 Res 58, F1 Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal side - wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with'h" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish— specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [1750F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish— specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). DuPont Registered Trademark 11. Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/172, a temperature "rating of 1550F (680C). Cover plate assem- Model F1 Res 76 Recessed Pendent/FP bly shall consist of a brass cover plate and copper alloy Sprinklers shall be [cULus Listed] low flow residential retainer flange: Method of attaching the cover plate to the recessed pendent sprinklers engineered to provide a sprinkler cup shall be a push -on and thread -off design minimum design density of 0.05' gpm/ft2 over the listed allowing a'Y2" cover plate adjustment. Cover plate tem- coverage area. Listed flows as specified by the manu- perature rating shall be 135°F (570C). A plastic protec- facturer's technical data sheets are to be used. Residen- tive cap shall be provided and factory installed inside the tial sprinklers shall be installed in conformance with the sprinkler cup to protect the sprinkler from damage, which manufacturer's installation guidelines and the applicable could occur during construction before the cover plate installation standard. Sprinkler frame and deflector shall is installed. Standard cover plate finish: [White] [Custom be of bronze frame construction having a 3/4" NPT thread. Color—. specify]. ]. Concealed pendent sprinklers shall be Water seal assembly shall consist of a Teflon` coated Be,- Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). leville spring washer with "machined or cold head cup with Finishes 0) 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating "of [1550F (680C)] [1750F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Spe- cial finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjust- ment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/ F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) _.. Sprinklers shall be [cULus Listed] low flow "residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having DuPont Registered Trademark Standard Finishes ; Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome . White and Black White Painted PolyesterM Coated Special Application Finishes Sprinkler F1, F2, FP ., Escutcheons Electroless Nickel PTFE(Teflon1)(2) Electroless Nickel PTFE (Teflon®) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull Other finishes and colors are available on special order. - Consult factory for details. 2) cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled 800) 431-1588 Sales Offices Paper 800) 848-6051 Sales Fax 3 4 (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. vvvvw.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/15 P/N 9999970235 Bulletin 014 Rev. K Model F1 FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Standard Pendent/F1/F2/FP Horizontal Sidewall Model 171 FR56 Concealed Sprinkler Types Standard Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Standard Upright Standard Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Pendent Model F1 FR56LL & F1 FR42LL Low Lead Sprinkler Types* Standard Pendent Less than 0.25% Lead Content Listing & Approvals 1. Underwriters Laboratories Inc. and Certified for Canada (cULus). . 2. Factory Mutual Approvals (FM) 3. Loss Prevention Council (LPCB, UK) 4. VdS Schadenverhutung GmbH 5. "NSF Certified to NSF/ANSI Standard 61 Annex G UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Product Description Reliable Models F1 FR56, F1 FR56LL, F1 FR42, F1 FR42LL, F1 FRXLH & F1 FR28 Series Sprinklers are quick response sprinklers which combine the durability of a standard sprin- kler with the attractive low profile of a decorative sprinkler. The Models F1 FR56, F1 FR56LL, F1 FR42, F1 FR42LL, F1 FRXLH & F1 FR28 Series Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR56, F1FR56LL, F1FR42, F1FR42LL, FIFRXLH & F1FR28 Series sprinklers Model F1 FR Series Recessed Horizontal Sidewall Pendent Recessed Pendent/FP XLH Upright XLH Pendent XLH Recessed Pendent F1/F2 to apply water to a fire much faster than standard sprinklers of the same tem- perature rating. The glass bulb consists of an accu- rately controlled amount of special fluid hermetically sealed inside a precisely manufactured glass capsule. This glass XLH Recessed bulb is specially constructed to provide Pendent FP fast thermal response. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Quick response sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Quick response. sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard re- sponse sprinklers should not be intermixed. 014FG06A Model F1FR42, FIFHXLH Upright Technical data: Thread Max. Min. Temperature Models Discharge Coefficient Response Size Working Working Rating Finish Pressure Pressure F1 FR56 F1 FR5611-11-0) K 5.6 112" NPT See F1 FR42 F1FR42LLt'> K 4.2 Resuickpose R1/2) 175 PSI 7 PSI Temperature FinisheTable" Ratings" Table. F1 FRXLH F1 FR28 K 2.8 1) Low Lead Sprinklers available only with Temperature Ratinq 200°F/93°C Material Data: Frame Deflector Load Screw Pintle Cup Washer Bulb DZR Brass CDA Alloy 260, CDA Alloy 360 CDA Alloy 360 CDA Alloy 651 Nickel Alloy 440 or Alloy 360 QM Brass CDA Alloy 220 or or or coated with PTFE Adhesive Glass Low Lead Brass or CDA AlIoy510 CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape 2. Model F1 FR56, Upright, Pendent & Conventional Sprinklers Model F1 FR42, F1 FRXLH & F1 FR28 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number SIN) Size US Metric Height Organization Upright Pendent Standard -Upright (SSU) and Pendent Deflectors Marked to Indicate Position 1/2" (15mm) 1/2" NPT (R1/2) 5.6 80 2.25" (57mm) 1,2,3,4 RA1425(')(2)(3x4) RA1414(1)(2)(3x4) 7/16" (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) 1 RA1423('x4) RA1413(4) 3/8" (10mm) 1/2" NPT (R112) 2.8 40 2.25" (57mm) 1 RA1421(1)(4) RA1411(4) Conventional -Install in Upright or Pendent Position 15mm 1/2" NPT (R1/2) 5.6 80 57mm 3,4 RA1475(3) cULus listed corrosion resistant (Polyester coated) sprinkler. 2) Polyester coated FM approved sprinkler. 3) Polyester coated LPCB & VdS approved sprinkler RA1425, RA1414 & RA1475. 4) Electroless Nickel PTFE (Teflon®)' Plated - cULus listed Corrosion Resistant r r Upright Pendent Model F1 FR56LL & F1 FR42LL Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Conventional Nominal Thread Nominal K Factor Sprinklerp ApprovalPP Sprinkler Identification Number SIN) Orifice Size US I Metric Height Organization Pendent Standard -Pendent Deflectors Marked to Indicate Position 1/2" (15mm) 1/2" NPT (R1/2) 5.6 80 2.25" (57mm) 1,5 RA1415 11mm) 1 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) 1,5 RA1410 cULus listed corrosion resistant (Polyester coated) sprinkler. DuPont Registered Trademark 3. Model F"FR!56, F1 FR42, F1 FRXLH & F1 FR2 Quick Response Recessed Pendent Sprinkler(') i: Model GFR2 Sprinkler Wrench Installation Data: ; Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number SIN) us Metric 1/2" (15mm) 1/2" NPT(RI/2) 5.6 80 2.25" (57mm) RA1414 7/16" (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) RA1413 3/8" (10mm) 112" NPT (R1/2) 2.8 40 2.25" (57mm) RA1411 1) Refer to escutcheon data table for approvals & dimensions Model F1 FR56LL & 171 FR42LL Quick Response Recessed Pendent Sprinkler(') Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: I Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number SIN) us Metric 1/2" (15mm) 1/2" NPT(R'/z) 5.6 80 2.25" (57mm) RA1415 7/16" (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) RA1410 I. (1) Refer to escutcheon data table for approvals & dimensions F i..• nqF w Ir Y,s-w r r==— i== i rr/r rrEw.rsa rc r Arr I Ia FACE OF CEAINC p.rERStar. i Ir CUrt'IIFOWAuwAFass - Tzs..,/ 1 f 1 Ar wmwu REccss - s/eTs.s.m/ L JrJJ//J Fan' Fr ESCUTCHEON J AAAIUSIYENT Ai YAYWY AE'CE55 - !/8T9.Sj I/3 I2.rmm/ . AOJU5IAIEN! FI ESCUTCHEON Ar rlXxxXE RFCFss - /e7zz.zmm/ A. wn9w.w aEcsss _ r-s/aT•r..r../ Fz FscurcHEaN Ar ANA'rYUEE. RECESS . 1-118`r?& ] Ar wxrwnr RFCEss - r-"T.I..m I I'X 1/I-REDUCER Alas w coER,G 1 1r 2 s/IB' M(ae 7m) I I Model F1 FR56, 1 FR56LL, F1 FR42, F1 FR42LL, F1 FRXLH & Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR42LL, F1 FRXLH & FlFR28 F1 or F2 F1FR28 FP Model F1 FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal K Factor Sprinkler Nominal Thread Size Sprinkler Approval Identification Orifice us Metric Height Organizations Numbers SIN 1/2" (15mm) 1/2" NPT (R1/2) 5.6 80 2.25" 57mm) 1,2,3 15mm 2" NPT R1/2) 5.6 80 2.25" 57mm) 3(') RA1485(2)(3) 1) LPC Approval is for pendent position only. 2) cULus Listed corrosion resistant (Polyester coated) sprinkler. 3) Electroless Nickel PTFE (Teflon")" Plated - cULus listed Corrosion Resistant Vertical Sidewall DuPont Registered Trademark Sprinkler Type Deflector to Ceiling Distance Min. - Max. Upright 4" (102mm) - 12" 305mm) Pendent 4" 102mm - 12" 305mm 4 Model F1 FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal K Factor Sprinkler Approval Organizations SprinklerHeightandTypeofApproval Nominal Orifice Thread Size Identification US Metric Light Hazard Ordinary SINNumbers (SIN) Hazard 1/2" (15mm) 1/2" NPT (R1/2) 5.6 80 2.63" (67mm) 1,2 1 RA1435(1)(2)(3) 1) cULus Listed corrosion resistant (Polyester coated) sprinkler. _ 2) Polyester coated FM approved sprinkler. 3) Electroless Nickel PTFE (Teflon®)* Plated - cULus listed Corrosion Resistant FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1725.4mm] AT MINIMUM RECESS = 3/8'[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 [19mm] AT MINIMUM RECESS = 3/8 (9.5mm] 2 1/4" HOLE DIA. 572mmJ 1" X 1/2" REDUCER - I F1 ESCUTCHEON AT MAXIMUM RECESS 1-3/8 (34.9,mm] AT MINIMUM RECESS = 2-1/16(52.4mM] F2 ESCUTCHEON AT MAX/MUM RECESS = 1-5/8 (41.3mm] 1/8" AT MINIMUM RECESS = 2- 1/16 (52.4mmJ 3.2mm] 1 15/I6" D1A. I :` , 4"-12" 101.6mm-304.8-ml 49.2mm] i 2 27/32 - DIA. CEILING TO 72.2mml DEFLECTOR 41 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. - F1 ESCUTCHEON 3/4 (19mmJ ADJUSTMENT F2 ESCUTCHEON 112 (12.7mm] ADJUSTMENT RECESSED HSWHSW W/F1 OR F2 ESCUTCHEONF2ESCUTCHEON 1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Note: For Recessed HSW Sprinklers use installation wrench GFR2. cULus permits use with F1, F2 or FP escutcheons for "Light Hazard" only. While FM limits use for the same hazard with the F2 escutcheon only. Model F1 FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice K" Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb . Color Approvals Sprinkler Identification Number(SIN) US Metric Sprinkler Cover 1/2" (15mm) 5.6 80 1/2" NPT F1FR 135°F/57°C 135°F/57°C 1001F/38°C Orange 1 RA1414 1/2" (15mm) 5.6 80 1/2" NPT F1FR 155°F/68°C 135°F/57°C 100°F/38°C Red 1,40) RA1414 1/2" (15mm) 5.6 80 1/2" NPT F1FR 175°F/79°C 165°F(14°C 100°F/38'C Yellow 1 RA1414 1/2" (15mm) 5.6 80 112" NPT F1FR 200°F/93°C 165°F/74°CC 150*F/65°C Green 1 RA1414 1) For VdS only = 155°F/68°C Norbulb and 1/2" [12,7mm] adjustment. Model F1 FR56LL Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice K" Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) US Metric Sprinkler Cover 1/2" (15mm) 5.6 80 1/2"NPT FlFR56LL 200°F/93°C 165°F/74°C 150°F/65°C Green 1,5 RA1414 DuPont Registered Trademark 5. I I" x 1/2" REDUCING TEE OR ELBOW 25/1601A- r CUP I ii 2 5/8" DIA. HOLE IN CEILING 1 112 -MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING - 1/2 " MAX. / 75/16 " COVER ADJUSTMENT COVER PLATE — ASSEMBLY J 5/16 DIA. SPRINKLER - CONCEALED. 1/2" ADJUSTMENT p1t01" Installation Aid I" x 112" REDUCING TEE OR ELBOW 25/16"01A— CUP - n 2 5/8" DIA. HOLE IN CEILING 1 112 (' MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING J - 5/76" MAX. _ 3/4" COVER ADJUSTMENT- COVER PLATE — - - 3 5/76" DIA. SPRINKLER CONCEALED. 5/16" ADJUSTMENT rigure 1 t-figure z A protective cap is included for use during installation. - Important: The FlFR56 Sprinkler with Model CCP cover plate is not an FM Approved combination. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Model FlFR56, F1FR56LL, F1FR42, F1FR42LL, FIFRXLH & F1FR28 Recessed Quick Response Sprin- klers are to be installed as shown. The Model F1 or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used With the Model F1 FR56, F1FR56LL, F1FR42, F1 FR42LL, F1 FRXLH & F1 FR28 Sprinklers. The use of any other recessed escutcheon will void all approvals and ne- gate all warranties. When installing Model FlFR56, F1FR56LL, F1FR42, F1FR42LL, FIFRXLH & F1FR28 Sprinklers, use the Model D Sprinkler Wrench. Use the Model GFR2 Wrench for install- ing F1FR56, F1FR56LL, F1FR42, F1FR42LL, FIFRXLH & F1FR28 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight 112" NPT (191/2) sprinkler joint can be obtained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. The Models F1FR56/CCP & F1FR56LL/CCP Concealed Sprinkler use the 112" orifice, 112" NPT (R1/2), Model FlFR56 F1 FR56LL Pendent Sprinkler with a threaded Model CCP cup which is factory attached to the sprinklers. The Model FlFR56 Pndent is available in temperature rating of 135°F 57-C), 155°F (68°C), 175°F (79'C) or 200°F (93°C). The Model F1FR56LL Pendent is available only in a rating of 200OF (930C). The concealed sprinkler assemblies are com- pleted by the installation of the attractive low profile Model CCP push on cover plate assembly, rated 1350F (57°C) or 1650F (74°C) for the F1 FR56 and 1650F (74°C) for the FIFR56 LL. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded en - DuPont Registered Trade Mark gagement. A choice of two cover plate assemblies provide either 1/2" (13mm) or 5/8" (8mm) of cover adjustment, Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 25/6" (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model RC1 Wrench. A Teflon* based thread sealant should be applied to the sprin- kler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be tak- en to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impedi- ment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model FlFR56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifi- cally listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and in- stallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- es are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. M s ._ . --•--- ••-• - __ 1 Finishes (1) Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color C OF Ordinary 57 135 100°F (38°C) Orange Ordinary 68 155 100°F (38°C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F (66°C) Green High (') 141 286 225OF (1 OTC) Blue 1) Not available for recessed sprinklers. Escutcheon Data ('> SIN RA1435 - cULus permits use with F1, F2 or FP escutcheons for "light hazard" only, while FM limits use for same hazard with F2 escutcheon only. Maintenance The Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR42LL, FIFRXLH and Model F1FR56, F1FR56LL, F1FR42, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Sprinklers should be inspected and the sprinkler system maintained in accor- dance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of dam- aged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) DuPont Registered Trademark Standard Finishes Sprinkler Escutcheon Cover later') Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (01)(1) White Painted Special Application Finishes orinkler Escutcheon Cover 14:p` ! Electroles ' el PTFE Teflon® `(') Electroless Nickel PTFE Teflon®' right Brassg Bright Brass(3) i ss Black Plating Black Plated Plate Black Paint Black Paint(2)(6) Black Paint Off White Off Off White Chrome hrome Dull I Chrome Dull 11 Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi -gloss, unless specified otherwise. 2) cULus Listed only. 3) 200°F (93°C) maximum. 4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. 5) FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. 6) LPCB and VdS Approved finish applies only to RA1425, RA1414 and RA1475. cULus listed Corrosion Resistant Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) 9. Cover plate Model 10. Cover plate Thread size 11. Cover plate Temperature 12. Cover plate Adjustment 13. Cover plate Finish Note: When Model F1 FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7. p t 4 Features 1. The Model F3QR sprinkler utilizes Belleville Spring Closure Technology. Reliable is the first in the industry to produce a Quick Response Dry Concealed sprin- kler utilizing this technology. 2. Styles available Pendent Recessed FP Pendent Recessed F1 Pendent Concealed Horizontal Sidewall Recessed FP Horizontal Sidewall Recessed F1 Horizontal Sidewall 3. 11/2" (38mm) escutcheon adjustment on pendent sprinkler. I 4. 112" (13mm) escutcheon adjustment on recessed sprin- kler with push -on/ thread -off FP Model Escutcheon ring. 5. 3/8" (9.5mm) cover plate adjustment on concealed sprinkler with push -on/ thread -off CCP Cover Plate. 6. 3/4" (19mm) escutcheon adjustment on recessed sprinkler with F1 Escutcheon. I 7. Attractive appearance. Employs 3mm frangible glass bulb and galvanized nipple. 8. Lengths available to accommodate, installation di- mensions from 2" - to - 48" (51mm - to - 1219mm), in 4" (6mm) increments. See specific styles for correct A" dimension range: 9. Available in a variety of plated and painted finishes. 10. Polyester Coated or Electroless Nickel PTFE (Teflon®)* Plated Corrosion Resistant Sprinklers. Concealed Sprinkler is not corrosion resistance. US Patent Numbers 5,775,431 and 5,967,240. Other US Patents pending. Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Style Response Sprinkler System Type Hazard Pendent Recessed Pendent Wet Pipe Light Recessed F1 Pendent Quick Dry Pipe OrdinaryCCPConcealedAllPreaction 5714 Horizontal Sidewall Wet Pipe Recessed Horizontal Sidewall Quick Dry Pipe Light R 7 4 All Preaction 2. Certified by FM Approvals Style Response Sprinkler System Type Hazard Pendent Wet Pipe Light Ordinary, Recessed F1 Pendent Quick Dry Pipe Groups R5714) All Preaction 2 Horizontal Sidewall Wet Pipe Recessed F1 Horizontal Sidewall Quick Dry Pipe Light Bulletin 157 Rev. J W c co Quick U1 L Pendent See Fig. 1) T. Recessed FP Pendent See Fig. 3) n Recessed F1.Pendent See Fig. 5) Pendent / HB See Fig. 2) Concealed See Fig. 4) Horizontal Sidewall See Fig. 6) Horizontal Sidewall / HB See Fig. 7) Recessed FP Recessed F1 R5734 All Preaction 3. NYC MEA 258-93-E Horizontal Sidewall Horizontal Sidewall See Fig. 8) (See Fig. 9) DuPont Registered Trademark The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model F30R Dry Pendent Sprinkler Model F30R Dry Pendent w/HB Escutcheon A" Dim. 1 2" to 48" 51mm to 1219mm) in 1/4" 6mm increments "A" Dim. 31/V to 48" (89mm to 1219mm) in 1/4" (6mm) incremer Finishes"' FStandard Temperature Ratings Sprinkler Escutcheon Electroless Nickel PTFE(Teflon®)`(4) Bronze Electroless Nickel PTFE (Teflon')* Brass (3( White Polyester (2) White a TINNUIRTUTUBTUMTpMR71306r. Consult factory for details. 2) cULus Listed as a Corrosion Resistant sprinkler in standard Black or White. 1) Not available for HB escutcheons. 1) cULus listed Corrosion Resistant f-- J'G ---4A f------i--jliliF---` 1 _ sralem ree 1 NPT 2 1/6' Dio. Dimension . Dmm] Holele in Ceiling Adjustment Range 1/4" (-6.4mm] 1 43/64" Dio. 1 1/4' [+31.emm] [42.5mm] 1 1/2" (38.1mm] Total Adjustment Sprinkler Can Ceiling 1 1/4' [31.Bmm] 1/4' [5.4mm] Escutcnean Escutcheon Ceiling Adjustment I - m[ 11 6- Nom4.3mm]atcnoof uheo— 1/ 4' [6.4mm] Protrusion 3" Dia. 76.2mm] NEWIS7R.at Fig. 1 Note: The sprinkler can protrudes 1/4" when escutcheon is in nominal position. Escutcheon adjustment provides -1/4" (-6mm) to +11/4" 32mm) " A" dimension adjustment range. Sprinkler Guard: Model C-2 Sprinkler Installation Wrench: Model F3 Sprinkler Wrer Sprinkler Identification Number (SIN): R5714 Model F30R Dry Recessed FP Pendent S rinkler Dim. 31/2" to 48" 89mm to 1219mm in (/4" 6mm increments Finish ( t1 S n r Escutcheon Electroless Nickel PT on®)'(3( Electroless Nickel PTFE (Teflon')A(4( Bronze Brass Chrome Chrome White Polyester (2) White Other finishes and colors are available on spec der. Consult factory for details. Cup remainds unfinishe . Only the escutcheon will contain desired finish. 2) cULus Listed as a Corrosion Resistant sprinkler in standar ck or White. 3) cULus Listed Corrosion Resistant Sprinkler. 1) Cup and Escutcheon Electroless Nickel PTFE (Teflon®)' Plated. Standard Temperature Ratings -000 Sprinkler Max. Classification Temperature Ambient b Color Rating Temp. Ordinary 135-F (57oC) 100-F ) Orange Ordinary 155-F (68oC) 10 - (38aC) Red Intermediate ( 1) 175oF (79oC) of (66oC) Yellow Intermediate 200-F (93- 150oF (66oC) Green High 286oF C 225oF 107oC Blue Sprinkler Max. Classification Temperature Ambient Bulb Color Rating Temp. Ordinary 135-F (57oC) 100oF (38oC) Orange Ordinary 155-F (68oC) 100-F (38aC) Red Intermediate 200OF (93oC) 150oF (66oC) Green 1( Listed and Certified only by cULus. Electroless Nickel PTFE (Teflon®)' Plated sprinklers, escutcheons and cups are recommended for exterior applications. l- I— system Tee A' Dlm 2 1/2' (6 Di,. Hole in 'N AdjustmentfR.. RangeEacutheon Dio. 1/ 2' (12.7mm] - . Eacuthe Adi. Cailinq, 1- (25.4] Eacatcneon Total Aaj. 1/ 2' [12.7mm] Escutneon Aaj. not SPrin Can Position aEsctcneon1 40 (31.75mm] mmProt—i- 41. 3mm] t 2 13/64' [55.66mm] NEwrS> FC01 Dia. Fig. 2 Note: The sprinkler can protrudes 1'/4" when escutcheon is in nomi- nal position. Escutcheon adjustment provides -1/2" (-12.7mm) to 1/ 2" (+12.7mm) "A" dimension adjustment range. F==== li---- ihriF== t- Ili--,— I- I I — 1 System Tee 1 1" NPT 2 Mo. 3. 50mm] A" Dimensio Hole in Ceiling Adjustment ge t 2 19/64" Dio. 5mm] ( 56.34mm] Nominal Position Sprinkler of Escutcheon Cup Assembly Escutcheon Ceiling Ceiling 1/ 4" [6.35mm] Escutcheon Adjustment 1/ 4" [6.35mm] 3 Dia. Escutcheon Adjustment [61.7 1/ 2' [12.7mm] Total Adjustment N£W15] Gal Fig. 3 Sprinkler cup and FP utcheon fabricated of steel and recommended Note: Do not install the Model F30R Dry Recessed FP Pendent for interior appli ns. kler in ceilings which have positive pressure in space above. ListZler Certified only by cULus. Sp Installation Wrench: Model XL02 Sprinkler Wrench Sprinkler Identification Number (SIN): R5714 DuPont Registered Trademark 2. t Model F30R Dry Recessed F1 Horizontal Sidewall Sprinkler A m. 31/2" to 48" 89mm to 1219mm in 1/4" (6mm) increments Finishes Escutcheon Sprinkler Escutcheon Collar Electroless Nickel troless Nickel Electroless Nickel PTFE(Teflon®)*(3) P eflon®)* PTFE (Teflon®)* Chrome Chr Chrome .... White Polyester(1 White White 1) Other finishes and colors are available on spe rdt Consult factory for details. cULus Listed as a Corrosion Resistant sprinkler in White. I (3) cLILus Listed Corrosion Resistant Sprinkler. Standard Temperature Ratings Black or Sprinkler Max. Classification Temperature Ambient B ,' Color Rating Temp. Ordinary 135°F (57°C) 100°F (3 Orange Ordinary 155°F (68°C) 100°F 8°C) Red Intermediate (1) 175°F (79°C) 1 (66°C) Yellow Intermediate - 200°F (93°C) 50°F' (66°C) ' Green High (1) 286°F (141° 225°F (107°C) Blue 1) Listed and Certif only by cULus. Sprinkler nstallation Wrench: Mo L02 Sprinkler Wrench S-dfinkler Identification Number (SIN): R5734 Technical Data: Orifice Size:'/2" (15mm) Thread Size: 1 " NPT per ANSI 132.1 Working Pressure: 175 psi (12 bar) Nominal K Factor - US / (Metric): 5.6 / (80) Product Description Reliable Model F30R Dry Sprinklers are quick response sprinklers utilizing a durable 3mm frangible glass bulb. This quick response enables these sprinklers to apply water to a fire much sooner than standard response sprinklers of the similar temperature rating. Model F30R Dry Sprinklers are intended for use in dry and preac- ton systems and in areas subjected to freezing temperatures, such as freezers and unheated portions inside and outside buildings. Environments wherein dry sprinklers are employed can be cor- rosive. For this reason, Model F3 Sprinklers have a special wax fillet placed in the gap between the cup that supports the bulb and the wrenching boss. This wax will not interfere with the operation of the sprinkler, and it prevents contaminents from entering the internal portion of the drop nipple. The wax must not be removed. Operation The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. When the temperature increases sufficiently, due to a fire, the bulb shatters allowing operating parts to clear the waterway. This enables the inlet seal to release air or water and subsequently, cause water flow over the deflector in a uniform sprayyopattern, controlling or extinguishing the fire. System Tee Sprinkler Cup Assembly 1' NPT r, J I Ceiling -_ 7I [312m r_ I 4- [101.6mm]Min. 12" [304.8mm]M°x. I 2 27/32- 72.2mm] 2" Dio' 63.6mm] Hole in W°II I Nominal 1 1Position tcheon6/ 16" t--.a of Escu 49. 2mm] -. Escutcheon Adjustment A" Dimension 1/2" [I2.7mm] f - Adjustment Ron,. Adjustment t6. 35mm] 1/4' [6.35] - Escutcheon Adjustment - FACTORY MUTUAL (FM) - 6' FOR UNDERWRITERS LABORATORIES (UL) Fig. 9 Listed by c for Quick Response. Approved by FM for Standard once. Recessed Horizontal wall sprinklers are listed with cULus for installation in. 4" (100mm) - to max. 6" (150mm) below ceilin d approved by FM for installation of min. 4" (100mm -max. 12" 300mm) below ceiling. Ordering Information Specify: 1. Sprinkler Type Iselect one): a) Model F3QRJ Dry Pendent b) Model F3QRJ Dry Pendent/HB c) Model F30R Dry Recessed FP Pendent d) Model F3QR Dry Recessed F1 Pendent e) Model F30R Dry Concealed Pendent f) Model F3QR Dry Horizontal Sidewall g) Model F3QR Dry Horizontal Sidewall/HB h) Model F3QR Dry Recessed FP Horizontal Sidewall i) Model F3QR Dry Recessed F1 Horizontal Sidewall 2. Sprinkler Temperature Rating. 3. Sprinkler Finish. 4. Escutcheon type (F1 or FP). 5. Cove r'Plate/Esc utcheon Finish. 6. Length: A" Dimension ( face of tee to face of ceiling or wall) in 6mm) increments. 7. Model F3QR Dry Pendent (a) is available without sprinkler can and escutcheon. Note: 1. The " A" dimension is based on a nominally gauged pipe thread " make-up" of 0.600" (15mm) per ANSI 132.1 [ 71/2 threads approximately]. 2. All platings and paintings are decorative and intend- ed for interior use. DuPont Registered Trademark 5. General Installation Instructions Model F30R dry sprinklers must be installed only in stan- dard (ANSI B 16.3 class 150 and ANSI B 16.4 class 125) pipe tees in the horizontal position, even at branch line ends. They should not be installed into elbows or pipe couplings located on drop nipples to the sprinklers. For these and other fittings including CPVC", the dry sprinkler should be installed into a fitting to allow protrusion into the fitting in ac- cordance with the diagrams. The "A" dimension of the dry sprinkler, which extends into the freezers or a freezing zone from wet pipe systems, should be selected to provide, as a minimum, the specified lengths in inches shown in Fig. 10. Caution: Do not install Model F3QR Dry sprinklers into CPVC adapter fittings or tees that have an internal obstruction. This will damage the sprinkler and /or the fitting., Refer to Fig. 11. During installation, the following steps must be followed 1. Cut the specified size hole (see illustrations) for the sprin- kler in the ceiling or wall directly in line with the tee. 2. Apply pipe joint compound to the 1" (25mm) pipe threads and install sprinkler using the Model F3 or XL02 Sprinkler Wrench as specified. 3. Install the Model FP push -on / thread -off escutcheon or CCP cover plate if required. Note: Installation of the Model F3QR Sprinklers is not rec- ommended in copper pipe systems, as this may reduce the life expectancy of the sprinklers. Model F3QR Concealed and Recessed In- stallation Instructions The Model XL02 wrench (Fig. 12) is designed to lo- cate on the wrenching pads of the recessed sprin- kler while centering in the cup. A standard 112" drive ratchet may be used to drive this wrench. Fig. 13 and Fig. 14 show sequentially the insertion of the wrench. First the wrench, with its jaws above the sprinkler de- flector, is moved laterally until centered with the cup. Then raise the wrench inside of the cup until its jaws engage the sprinkler's square wrenching pads (Fig. 14). To remove the wrench, follow this procedure in reverse order. Care should be taken to avoid striking the deflector, with the wrench. Model F3 Wrench (Fig. 15) is used for installation of Pendent and Horizontal Sidewall sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SER- VICE FOR FIRE PROTECTION. Removal of the pro- tectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PRO- TECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Maintenance The Model F3QR Quick Response Dry Sprinklers should be inspected and the sprinkler system maintained in accor- dance with NFPA 25. Do not remove the factory applied thermally sensitive wax fillet between the bulb supporting cup and the wrenching boss. Do not replace this wax with a substitute substance. An Alternate substance may interfere with proper operation of the sprinkler. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gently vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non - operation. Caution Use specified by RASCO wrenches only, which are designed to engage sprinkler's wrenching pad. (Fig. 15, page g) 6. J RECOMMENDED EXPOSED. MINIMUM BARREL LENGTH BASED ON AMBIENT TEMPERATURE IN THE PROTECTED AREA STANDARD DRY PENDENT SPRINKLER SHOWN) INSTALL 1 14CH NPT THREADED END OF DRY PENDENT SPRINKLER WET PIPE INTO THE 1 INCH NPT SIDE OUTLET AMBIENT TEMRATURE OFF PROTECTED AREA' AT THE DISCHARGE END OF THE SPRINKLER EXPOSED BARREL AMBIENT TEMPERATURE. 40'F/4C I 5dF/10C I 60'F/18'C EXPOSED MINIMUM BARREL LENGTH - FACE OF TEE TO TOP OF CEILING) IN. MM IN. MM IN. MM 40'F (4C) 0 0 0 30'F (-1'C) 0 0 0 20'F (-TC) 4 (101) 0 0 10-F (-12'C) 8 (203) 1 (25.1) 0 O'F (-18'C) 12 (305) 3 (75) 0 10-F (-2SC) 1 14 (356) 4 (101) 1 (25.1) 20-F (-29'C) 14 (356) 6 (152) 3 (75) 30-F (-3CC) 16 (406) 8 (203) 4 (101) 40'F (-4(rC) 18 (457) 6 (203) 4 (101) 50-F (-46'C) 20 (506) 10 (254) 6 (152) 60'F (-S1'C) 20 (508) 10 (254) 6 (152) OF A MALLEABLE IRON TEE FITTING rt-^_ PER ANSI B 16.3 ((CLASS 150) ter OR CAST IRON THREADED TEE FITTINGiPERMbl16.4 (CLASS 125) ONLY. - 4' - 1 Lr- 1J IF HUMIDITY AND TEMPERATURE DIFFERENTIAL CAUSES CONDENSATION ON THE EXPOSED DRY 1) SPRINKLER, CONSIDER WRAPPING THE EXPOSED BARREL WITH INSULATION, FOAM INSULATNG TAPE OR EQUIVALENT. _.. .... .. ..... .. ... MUG" EXPOSED HEATED AREA) I SEAL THE CLEARANCE SPACE BARREL I AROUND THE SPRINKLER TO AVOID LEAKAGE OF AIR INTO THE PROTECTED LENGTH 1 AREA AND CONSEQUENT FORMATION OF CONDENSATE AROUND THE FRAME, VHICH I COULD INHIBIT OPERATION OR CAUSE PREMATURE OPERATION. SEE BELOW F13R A• 1 RECOMMENDED METHODS. DIMENSION HOLE .. THE PROTECTED AREA REFERS TO THE AREA BELOW THE CEILING. 1 THE AMBIENT TEMPERATURE IS THE TEMPERATURE AT THE DISCHARGE END OF THE SPRINKLER. FOR PROTECTED AREA TEMPERATURES THAT OCCUR BETWEEN THE VALUES 1 LISTED, USE THE NEXT COOLER TEMPERATURE. THE MIN. REQUIRED BARREL LENGTH IS NOT THE SAME AS THE 'A' DIMENSION. CETLI. ESCUTCHEON NOTE EXPOSED MINIMUM BARREL LENGTHS ARE INCLUSIVE LIP TO 3OMPH WIND VELOCITIES IN THE PROTECTED AREA . PROTECTED AREA) Y D0. RECOMMENDED EXPOSED MINIMUM BARREL LENGTHS ALSO APPLY TO HORIZONTAL SIDEWALL DRY SPRINKLERS* RECOMMENDED DRY SPRINKLER SEAL ARRANGEMENTS WET PIPE ( STANDARD DRY PENDENT SPRINKLER SHOWN) WET PIPE r..4- HEATED AREA) MINIMUM EXPOSED BARREL LENGTH DECKTTTE FLASHING SEE ABOVE], RASCO #4003910 RECOMMENDED) INSIDE FACE HEATED AREA) MIND" EXPOSED BARREL SEAL LENGTH SEE ABOVE) PROTECTED AREA) DRYCOLD AREA ( PROTECTED AREA) II'llr'I-IN, SPRINKLER84COLDAREA1( l#{(„ T,)//) y D COLD AREA NEW757FG70 Fig. 10 7. CAUTION* DO NOT INSTALL MODEL F3, MODEL F3QR OR MODEL DH56 HSW DRY SPRINKLERS INTO CPVC ADAPTER FITTINGS OR TEES THAT HAVE AN INTERNAL OBSTRUCTION. THIS WILL DAMAGE THE SPRINKLER AND/OR THE FITTING. CPVC ADAPTER FITTINGS AND TEES WITH INTERNAL OBSTRUCTIONS ARE ALSO COMMONLY FOUND DURING THE RETROFITTING PROCESS OF RELIABLE'S OLDER MODEL G3 DRY SPRINKLERS. INTERNAL NO OBSTRUCTION INTERNAL OBSTRUCTION i FEMALE FEMALE PIPE PIPE . THREAD THREAD INCORRECT CORRECT CPVC ADAPTER CPVC ADAPTER FITTING OR TEE FITTING OR TEE l 1 1 SHORTER LONGER INLET `' INLET MALE MALE PIPE PIPE THREAD THREAD i MODEL F3-PL, MODEL F3QR-PL OR STANDARD MODEL DH56 HSW-PL MODEL F3, DRY SPRINKLER MODEL F30R OR MODEL DH56 HSW DRY SPRINKLER BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION 016fgO8A Fig. 1317 XL02 Wrench Fig. 15 - F3 Wrench 9. 7 Relolable...For Complete Protectioi-7 0 Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured b The Reliable Automatic Sprinkler Co., Inc. Recycled 800) 431-1588 Sales Offices 0 Paper 800) 848-6051 Sales Fax 914) 829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 01/14 P/N 9999970175 300 lb. WWP UL/FM Butterfly Valves Fire Protection Valve • Grooved Mechanical Style • Nylon Coated Ductile Iron Body • Extended Neck • Elastomer Encapsulated Disc • Internal Supervisory Switches Standard on -8 Version • Compatible with IPS Pipe 300 PSI/203 Bar Non -Shock Cold Water 21/2' - 8" 175 PSI/12.1 Bar Non -Shock Cold Water 10" UL/ULC LISTED • FM APPROVED • 21/2" - 10" UL LISTED FOR INDOOR AND OUTDOOR SERVICE CALIFORNIA STATE FIRE MARSHALL LISTING NO. 7770-1243-101 • APPROVED BY THE NEW,YORK CITY MEA 9-97-E, VOL.2 WHEN ASSEMBLED WITH APPROPRIATE NYC INDICATOR FLAG MATERIAL LIST PART SPECIFICATION 1. Upper Stem Stainless Steel ASTM A582 Type 416 2.I Upper Bushing PTFE Bronze Sintered on Steel 3 , "0" Ring EPDM 1. A. Body Ductile Iron ASTM A395 G D-1765-8N with Polyamide Coating 10" 5.1 Disc Ductile Iron ASTM A395 with EPDM Encapsulation (not shown) 6. Lower Bushing PTFE Bronze Sintered on Steel - 7. Lower Stem Stainless Steel ASTM A582 Type 416 8.' Dust Plug PVC 9. 1 Nameplate Aluminum 10. i Gear Operator Cast Iron and Steel 11. ` Indicator Flag Cast Iron 12. Handwheel Cast Iron 8N version has two factory mounted internal supervisory switches. 4N version is gear operated only Uses NIBCO model #TS-4 Switch Kit. Polyamide coating has NSF certification. DIMENSIONS -WEIGHTS -QUANTITIES Dimensions Size A B C D E F G H In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. 21/2 65 2.88 73 2.72 69 0.31 8 0.63 16 3.85 98 2.42 61 11.94 303 2.91 74 3 O.D. 76.1 3.00 76 2.84 72 0.31 8 0.63 16 3.85 98 2.42 61 11.94 303 2.91 74 61h O.D.165.1 6.51 165 6.32 161 0.38 10 0.63 16 5.86 149 5.73 146 17.54 446 2.91 74 8 200 8.63 219 8.44 214 0.44 11 0.75 19 5.26 134 7.71 196 19.42 493 2.91 74 10 250 10.75 273 10.56 268 0.50 13 0.75 19 6.29 160 9.56 243 24.03 610 3.90 99 Dimensions Size' J K L M N P Q. R Weight In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kn. GD-4765-8N* Grooved 21/2" thru 8" 3 80 3.54 90 2.13 54 5.82 148 5.94 151 4.44 113 3.54 90 5.9 150 3.97 101 23 10.4 4 100 3.54 90 2.13 54 7.64 194 6.31 173 5.33 135 4.35 110 5.9 150 5.03 128 28 12.7 5 125 3.54 90 2.13 54 7.64 194 7.32 186 5.83 148 4.84 123 5.9. 150 6.27 159 31 14.1 6 150 3.54 90 2.13 54 7.64 194 8.62 219 7.11 181 5.93 151 5.9 150 7.25 184 41 18.6 61h 0.13.165.1 3.54 90 2.13 54 7.64 194 8.62 219 7.11 181 5.93 151 5.9 150 7.25 184 41 18.6 8 200 3.54 90 2.13 54 7.91 201 9.80 249 8.05 204 6.87 174 9.8 250 9.25 735 53 24.1 10 250 3.98 101 3.03 77 9.49 241 11.61 295 9.86 250 9.17 233 18.0 457 11.80 300 88 40.0 FM nrPMMI C@Us 1 NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.234.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455 r Factory Installed Supervisory Switches For Valve Figure Nos. WD/LD-3510-8 10"and 12" Wafer/Lug Butterfly Valves CSA Approved u UL Listed o FM Approved Tools Required: 3/ 6" Hex (Allen Wrench) rr2 Pin Head Phillips Screwdriver Loosen 1/4 " Allen -head set screw on indicator flag. Remove flag by pulling it off of valve stem. 2 Remove four Phillips Pin Head tamper -resistant screws from cover and remove cover from gear operator (flat -head screws used prior mid-1994). 3 Turn cover over and note mounting pads with tapped holes for M'4-40 screws. Place one die -cut insulation on mounting pad, line up holes and assemble switch with wire leads using two J44-40 screws. Tighten screws. Whether one or two switches used, run wire leads out of 1/2" NPT hole in side of cover closest to padlock ear. Refer to diagram. (This hole can also be used for exterior supervisory switch installation.) 4 Before reassembling cover to gear operator, make sure disc is approximately 30 degrees away from full open position. (This will allow switch button to clear the cam lobe when replacing cover.) Position cover over stem and align four holes for screws, assemble and tighten screws. 5 Assemble flag on stem and tighten 1/4" set screw to secure. TS1 Switch Specifications: 1 - S.P.S.T. 15 amp @ 125 VAC 60 Hz or 1/2 amp @ 125 VDC 1 - S.P.D.T. 11 amp @ 125 VAC 60 Hz or 1 amp @ 28 VDC non-conductive Wiring: All lead wires are 18 AWG, 18 inches long and exit actuator housing through a single hole designed for 1/2" conduit fittings. MANGE (CDW4Cwl D YELLOW rrar o RED (CatGKW) BLUE 55TV1 XCH VIOLET O o U7Vr_CCRy SWITCH YELLOW CFtAM10E CCR UY YELLOW CRANGE VIOLET ALMLLARY SWITCH FEZ) o BUE CCRaaar GIEEN GFXXM CCMErTIOV TD S99- 0 Sew INSILE MzISIM S. P. S. T. N. C. SWIT04 WIELLAL LEADS SCL00:Ej:) TO SWITCH TABS. SWITCH 9,UW WITH VALVE IN 'IUQ ClFe4' POSMCN. ) S.P.D. T. SWITCH WITH SINSLE LEADS . TV SWITCH TABS. SWIT04 510W WITH VALVE IN AM-Dom7,r PMITICr4. ) FM ( UL NISCOINC., ELKHART, INDIANA 53 SLOW CLOSE SUTTERSALL VALVE ASSEMBLIES PATENTED SUPERVISORY TAMPER SWITCH KITS AND BUILT-IN ASSEMBLIES PATENTED 1. Provides slow opening and closing properties in a 1. Available factory assembled or as a separate kit quarter -turn valve. The purpose is to eliminate for field assembly. hydraulic shock and water hammer in fire protec- tion and other liquid systems. 2. When mounted on the BB-SC100 Slow Close valves and wired up, the switch signals any move- 2. Economically replaces cumbersome O.S.& Y. gate ment of the valve disc from the full open position. valves. It also signals any tampering with the switch. 3. Compact, lightweight manual operator has scotch yoke design & visual -position indicator. Close cou- pled for positive direct drive 4. Available with or without a built-in supervisory tam- per switch. 5. UUFM rated at 175 psi. Also available at 350 psi with N.Y.C. B.S.A. approval. go Approved UDCtListed Approved by the New York City Board of Stds. & Appeals under Calendar No. 996-81-SM, for both 175 and 350 psi. 3. Supervisory control can .be monitored at either one or two locations because it houses two prewired S.P. D.T. micro switches. 4. If a tamper switch that can only be monitored at one location is required, consult factory. 5. Switch Rating: 10 Amps/ 115 VAC - 60 H 2 0.5 Amps / 28 VDC 6. Wire leads are 24" long. Consult factory for spe- cial lengths. instructions. MODEL DESCRIPTION QI79:S BB-SCS02 Valve With Switch 175 psi Threaded Ends UUFM NYC BSA Approved Z UL/FM BBVSCS02 Valve With Switch 175 psi — Grooved Ends NYC BSA Approved BBHSC100 Valve Less Switch 350 psi Threaded Ends NYC BSA 1", 1 'A", 1 ''/2 BBHSCS02 Valve With Switch Approved 211, 2 '/2" BVHSC100 BVHSCS02 Valve Less Switch Valve With Switch 350 psi Grooved Ends NYC BSA Approved 2", 2 '/Z" BB-SCK02 Supervisory Tamper Switch Fits All Valves MILWAUKEE VALVE COMPANY 2375 South Burrell Street Milwaukee, Wisconsin 53207 Valves built to take it...since 1901 VALVES LESS TAMPER SWIT. VALVES WITH BUILT-IN TAMPER SWITCH THREADED ENDS BB-SCS02 (Valve w/Tamper Switch) DIMENSIONS INCHES SIZE 1 1 'A 1 1/2 2 2 1/2 A 2 1/8 2 5/8 2 7/8 3 1/4 4 Va B 5 1/16 5 13/32 5 21/32 6 1/8 6 3/8 C 1 9/t6 1 15/16 2 3/16 2 3/4 3 5/16 D 1 23/32 2 1/8 2 3/a 3 1/16 3 1/2 E 11/16 16 F 5/8 5/8 G 41/2 41/2 . H 2 3/8 2 7/8 W 13/16 1 1/4 1 112 1 7/16 2 1/4. L,o 1 2.25' 2.50' 1 3.25' 1 4.5' 1 10.0' GROOVED ENDS BBVSCS02 (Valve w/Tamper Switch) MATERIAL LIST NO. PART MATERIAL SPECIFICATION 1 Indicator Sintered Iron F0008P 2 Housing Bronze ASTM 584 3 Body Bronze ASTM 584 4 Handle Brass 5 Disc Stain. Stl. Type 304 6 Disc Seal EPDM Elastomer 7 Switch Housing Die Cast Aluminum W — is the wrench make-up length. Lao — is flow resistance expressed in equivalent length of schedule 40 pipe. M I LWA.0 K E E VA LV E C®NI-1DA N Y 2375 South Burrell Street Milwaukee, Wisconsin 53207 Valves built to take it ... since 1901 VALVE AND TAMPER SWITCHINSTALLATION INSTALLATION — USA A. The BBSC can be installed in any orientation in a BB -SC WITHOUT A TAMPER SWITCH piping system using standard National Pipe Threads. Wrench should be used to hex on the end of valve being threaded to pipe. Pipe sealants should be used sparingly. B. The BB-SCK02 switch can be easily mounted on the valve in the field. (See special installation instruction sheet provided with every switch kit.) C. If only one micro switch is required, simply tuck the second 3 wire lead set back into the supervisory control housing. D. Make electrical connections in accordance with local codes. INSTALLATION — (For Underwriters' Laboratories OF CANADA) A. Installation must provide upright orientation of valve: e; i B. Electrical connections as follows: "Bonding and grounding to be in compliance with the requirements of the Canadian Electrical Code Part 1." BB-SCS WITH INTEGRAL TAMPER SWITCH C. Conduit: The insertion depth of the threaded conduit must not exceed 1/8" into the supervisory switch housing, and the threaded conduit must fit tightly onto the switch. INSTALLATION FOR NEW YORK CITY VALVES . N.Y.C. special valves have a large Flow Indicator which points in the direction of the valve disc, indicating open or closed. The valve should be NOTE: DETAILED INSTALLATION INSTRUCTION installed in a position where the indicator is readily SHEETS ARE PROVIDED WITH EACH VALVE. visible. WIRING DIAGRAM Black Red White SWITCH POSITION WITH VALVE FULL OPEN TO CHANGE WIRING FROM NORMAL OPEN TO NORMAL CLOSED, REVERSE RED AND BLACK. 0 v m z SUPERVISORY 1/2" ELECTRICAL TAMPER CONDUIT O+ SWITCH I I / M I LWAU KEE VALVE COMPANY Valves built to take it ... since 1901 2375 South Burrell Street • Milwaukee, Wisconsin 53207-1519 Telephone: Area Code 414/744-5240 a Telex 2-69437 s Fax No. (414) 744-5840 UL LISTED JUNCTION BOX 1012 G r tx§"'a e { ' ' ,ti -a,'4 s. "",'a`"' ; , y yu`" .• =°yg,-'z-- ._" ,:5- `tt ,r",,x i a' F' sr" t- a,5 ,z i E„-c• t € »3, r- anF+ t;' ra7" '.```i err ; . az-rt''s ems, "'6"s nt,'' , •'y x i t z :»..,p i "t o' mTw }t t `. LL r`' . i^k P "' *r "- -:+'' v s r E• a3 ,r *i' S5 6 a i, 1 .%+; 7 era F A a 4 ,s + at { , f j '.. •r"3 f r- Soh 4 i„' `„".`7 The AGF Manufacturing Inc. Model 1011A TESTANDRAIN® matches all the features and benefits of our Model 1000 by providing both the test function and the express drain function in a multistory installation for a'wet fire sprinkler system, with the added feature of an integral Model 7000 Pressure Relief Valve with drainage piping. The Model 1011A complies with the requirements of NFPA-13 that stipulate a pressure relief valve be installed on all gridded systems and downstream of all pressure reducing valves (see reverse). The Model 1011A TESTANDRAIN® is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 3/a" to 2" NPT and BSPT, with all specifiable orifice sizes 3/8" (2.8K), 7/16" 4.2K), 1/2" (5.6K), 17/32" (8; OK), 5/a" (11.2K, ELO), 3/a" (14.OK, ESFR), and K25 as required by NFPA 13, 2007 Edi- tion (see reverse). The included UUFM Model 7000 Pressure Relief Valve features a flushing handle and is factory rated for 175 PSI. Other pressure settings.are available and may be substituted. Designed to relieve excess system pressure caused by surges or temperature changes as well as solve the dif- ficult problem of providing the relief valve with a convenient drainage -piping outlet. Shipped with relief valve and bypass drain ports plugged to expedite pressure testing the system. A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent uninten- tional alarm activation. Repair kits including (1) adapter gasket, (1) ball, (2) valve seats, (1) stem packing, and (1) stem washer are avail- able for all TESTANDRAIN® valves. Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for main- tenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. CS1011A 10/09 DIMENSIONS MODEL 1011 A - FRONT VIEW Orifice Size Available: 3/8 , /,s/2 '/32", ELO (5/8")', ESFR (3/4")`, & K25" SIZE A B C D E F G I H 3/ 4" 6" 79..j3/ 16 3/" mOC 3/8 mm 13/1 s" AC m 49/16" 1117mm t63/8" C7 G mml.. MODEL 1011 A - PLAN VIEW D R• THE MODEL 1011A PROVIDES ALL OF THE FOLLOWING... From the 2007 Edition of NFPA 13 Chapter 8.16.2.4.1 ` Provisions shall be made to properly drain all parts of the system. Cha ter 8 16 2 4 2 Drain connections interior sectional or floor control valve(s) — p 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. MATERIALS Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling Handle: Steel the flow of the drain. Stem: Rod Brass Chapter A.8.17.4.2 Wet Pipe System) test connection is permitted to terminate into Ball: C.P. Brass a drain capable of accepting full flow... using an approved sight Body: Bronze test connection containing a smooth bore corrosion -resistant Valve Seat: Impregnated Teflon® orifice giving a flow equivalent to one sprinkler... Indicator Plate: Steel Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Relief Valve: Bronze Chapter 8.17.4.2.4 shall be permitted to be installed in any location... downstream Bypass Fittings: Brass of the waterflow alarm. Bypass Tubing: Nylobraid Chapter 8.17.4.3.1 Dry Pipe System) a trip test connection not less than 1 " in diameter, terminating in a smooth bore corrosion -resistant orifice, APPROVALS to provide a flow equivalent to one sprinkler... UL and ULC Listed: (EX4019 Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less EX4533) than 1 ", at least one of which shall be brass. FM Approved Chapter 7.1.2 a gridded wet pipe system shall be provided with a relief valve NYC -BSA No. 720-87-SM set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3' A relief valve of not less than'/z" in size shall be provided on the discharge side of the pressure -reducing valve set to operate at a pressure not exceeding 175 PSI. Chapter A.8.16.1.2.3 consideration should be given to piping the discharge from the MADE IN U.S.A. pressure relief) valve AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 v www.testandrain.com Job Name: Architect: Engineer: Contractor: November 1, 2006 Check Valve 804a Ilia SPRING LOADED IN -LINE_ QHECKVALV 1-1/2 2" MODEL K-1 L-1 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com . 1. DESCRIPTION, The Viking Spring Loaded In -Line Check Valve is a general purpose rub- ber -faced check valve approved for use in fire -service, systems. r The Spring Loaded In -Line Check Valve is manufactured with a brass body, brass seat, and a rubber -faced clapper assembly. The valve may be installed vertically or horizontally. For availability of threaded and grooved -grooved options, refer to Table 1. A tapped opening r with plug) is provided on the outlet chamber of the valve for system drain. The 1-1/2" and 2" check valves should be installed on the outlet riser of the E 1-1/2" and 2" deluge valve when installing a listed and approved preaction'. system. Refer to preaction data pages for current riser schematic. FEATURES 1. Low friction loss. 2. Rated to 250 psi (17.2 bar) water working pressure. 3. Can be installed vertically or horizontally. 4. 1/4" NPT drain connection above the clapper. 5. 1 PSI cracking pressure 2. LISTINGS AND APPROVALS Refer to Table 1 3. TECHNICAL DATA Specifications Pressure Rating - 250 psi (17.2 bar) water working pressure Factory tested - Hydrostatically to 500 psi (34.5 bar). Standard threaded connections - NPT Standard grooved connections- ANSI/AWWA C606-87 Tapped Bosses - One 3/4" (19 mm) NPT: Material Standards Refer to Figure 1 Ordering Information Refer to Table 1 Manufactured 2002 - Viking Technical Data may be found on The Viking Corporation's Web site at hftp://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data Page. For piping with grooved connections, the grooved- inlet/grooved-outlet style Spring Loaded In -Line Check Valve may be installed with listed grooved couplings of the appropriate pressure rating. 4. INSTALLATION The Spring Loaded In -Line Check Valve must be installed in an area not subject to physical damage. When corrosive atmospheres and/or contaminated water supplies are present, it is the owner's responsibility to verify compatibility with the Check Valve and associ- ated equipment. Prior to installing the valve, thoroughly flush the water supply piping to verify that no foreign matter is present. The Check Valve may be installed in the vertical or horizontal position in line with the directional flow arrow. Table 1 Model Size Valve Connection Type Cv Factor Friction Loss* Shipping Weight Part No. Approvals cULus' FMZ JAre e K-1 2" Threaded 105 8 5.5lbs 10667 Yes No t58 b 4.0 IDS I I U04es esL-1 1-Groove L-1 2" Groove 102 8 6lbs 11059 Yes Yes Expressed in equivalent length of schedule 40 pipe based on Hazen 8, Williams formula: C=120 I cULus Guide No. - HMER FM Category - Single Check Valves Form No. F_012202 Revised page replaces page 804 a-d dated October 12, 2006 Added Trim part number) Check Valve 804b November 1, 2006• asSPRING LOADED TECHNICALDATACHECK VALVE b§ @ • , The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Hydrostatic Test: The Check Valve is manufactured and listed for use at a maximum water working pressure of 250 psi (17.2 bar). The valve is factory tested at 500 psi (34.5 bar). Check Valves may be hydrostatically tested at 300 psi (20.7 bar)'and/or 50 psi (3.4 bar) above the normal water working pressure, for limited periods of time (two hours), for the purpose of acceptance by the Authority Having Jurisdiction. If air testing is required, do not exceed 60 psi (4.1 bar) air pressure. 5. OPERATION (Refer to Figure 1 or Figure 2) Flow through the Viking Spring Loaded In -Line Check Valve lifts the rubber-gasketed clapper (4 and 5) off the seat (7) to enter the sprinkler piping. When flow through the valve stops, the spring loaded clapper (4) closes quickly. The rubber gasket (5) forms a tight seal against the brass water seat (7), trapping pressure above the clapper and preventing reverse flow from sprinkler piping. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: THE OWNER IS RESPONSIBLE FOR MAINTAINING THE FIRE -PROTECTION SYSTEM AND DEVICES IN PROPER OPERAT- ING CONDITION. The Viking Spring Loaded In -Line Check Valve must be kept free of foreign matter, freezing conditions (when used on wet systems), corrosive atmospheres, contaminated water supplies, and any condition that could impair its operation or damage the device. It is imperative that the system be inspected and tested on a regular basis. The frequency of the inspections may vary due to contami- nated water supplies, corrosive water supplies, and corrosive atmospheres. For minimum maintenance and inspection requirements, refer to NFPA 25. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and inspection requirements which must be followed. WARNING: ANY SYSTEM MAINTENANCE WHICH INVOLVES PLACING A CONTROL VALVE OR DETECTION SYSTEM OUT OF SER- VICE MAY ELIMINATE THE FIRE -PROTECTION CAPABILITIES OF THAT SYSTEM. PRIOR TO PROCEEDING, NOTIFY ALL THE AU- THORITY HAVING JURISDICTION. CONSIDERATION SHOULD BE GIVEN TO EMPLOYMENT OF A FIRE PATROL IN THE AFFECTED AREAS. _ A. Five -Year Internal Inspection (Refer to Figure 1 or 2) Internal inspection of Check Valves is recommended every five years unless inspections and tests indicate more frequent inspections are required. 1. Notify the Authority Having Jurisdiction, remote station alarm monitors, and those in the area affected that the system will be taken out of service. Consideration should be given to employment of a fire patrol in the affected areas. 2. Close the water supply Main Control Valve, placing the system out of service. 3. Open the main drain. If necessary, open the system test valve to vent and completely drain the system. 4. Remove necessary fittings and/or piping to allow visual inspection. 5. Inspect the water seat (7). Wipe away all contaminants, dirt, and mineral deposits. Do not use solvents or abrasives. 6. Inspect the clapper for debris. Test the clapper (4) for freedom of movement. CAUTION: NEVER APPLY ANY LUBRICANT TO SEATS, GASKETS, OR ANY INTERNAL OPERATING PARTS OF THE VALVE. PETRO- LEUM -BASED GREASE OR OIL WILL DAMAGE RUBBER COMPONENTS AND MAY PREVENT PROPER OPERATION. B. Valve Maintenance (Refer to Figure 1 or 2) 1. Perform steps 1 through 5 of paragraph 10-A FIVE-YEAR INTERNAL INSPECTION. 2. To remove clapper rubber (5): a. Use proper wrench and disassemble valve from system piping. b. Inspect the clapper and rubber from inlet end. If the clapper rubber shows signs of wear, such as cracking, cuts, or exces- sively deep grooves where the rubber contacts the water seat, replace the valve. 7. AVAILABILITY The Viking Check Valve and Accessories are available through a network of domestic and international distributors. See the Viking Corp. Web site for closest distributor or contact The Viking Corporation. 8. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Viking directly. November 1, 2006 Check Valve 804c t SPRING LOADED IN -LINE CHECK VALVE t 1-1/2" & 2" MODELS K-1 & L-1 3 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs vikin cor .com 2 7/8 1 15/16 2 1/2 1 9/16 C72.231 C49.211 163.501 139.693 8 I 1 3/4' NPT 10 I 3/4' NPT Q I 2 Connection Connection 10 q 4 5/8 \` 3 5 1 C117.461 B C133.28] 4 2 5/16 2 3 4 158,741 I s e 158,671 6 SECTION A -A 7 1-1/2' NPT Threaded 2' NPT . Threaded I Spring Loaded Spring Loaded In -Line Check Valve Fig.1a: In -Line Check Valve with 3/4' NPT Drain Connectio Threaded with 3/4' NPT Drain Connection i 11/16' / 2 7/8' 1 15/16' E2.861 // C73.02] C49.21] e 3/4 • o E f 0 178.1/21 1-1/2' NPT Groove` / 2' NPT Grooved Spring Loaded ,/ Spring Loaded In -line Check Valve Fig.1 In -line Check Valve with 3/4' NPT Drain Connection Gr ved with 3/4' NPT Drain Connection IltVeom Description Material No. Req'd. 1 Body, Threaded or Grooved Brass, ASTM C-83600 1 2 Guide Pin UNS-S30300 Stainless Steel 1 3 Spring 302 Stainless Steel 1 Clapper, (2" valve) UNS-C46400 Naval Brass 1 4 Clapper, (1-1/2" valve) UNS-C83600 Naval Brass 1 5 Seat Rubber EPDM, ASTM D2000 1 6 0-ring Buna-N 1 7 Seat Brass, ASTM C-83600 1 8 Data Plate Aluminum Etched 1 9 Bushing, Guide Rod Stainless Steel, Type 17-4 1 10 3/4" Pipe Plug Brass 1 No replacement parts available. Replace complete valve. April 13, 2012 Check Valve 803a M1 T E C H N ICAL °.DATA•. 1 0 N a ' The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION The Viking Swing Check Valve is a general purpose rubber -faced check valve ap- proved for use in fire protection systems. The Swing Check Valve is manufactured with a ductile iron body, brass seat, and a rubber -faced clapper assembly, hinged to a removable access cover for easy inspection and maintenance. The valve may be installed vertically or horizontally with access cover facing up. For availability of flanged -flanged and grooved -grooved options, refer to Table 1. Tapped openings (with plugs) and gauge connections are provided on both the inlet and outlet chambers of the valve. FEATURES A. Ductile iron body for less weight and extra strength. B. Rated to 300 psi (20.7 bar) water working pressure. C. Rubber -faced clapper hinged to access cover for quick removal and easy servic- ing. All moving parts can be serviced without removing the valve from the installed position. D. With the cover/clapper assembly removed, the clapper rubber replacement re- quires removal of only one screw. E. Can be installed vertically or horizontally with access cover facing up. 2. LISTINGS AND APPROVALS cULus Listed: Guide No. HMER FM Approved: Single Check Valves NYC Department of Buildings: MEA 89-92-E, Vol. XI 3. TECHNICAL DATA Specifications: Rated to 300 psi (20.7 bar) water working pressure. Factory tested hydrostatically to 600 psi (41.4 bar). Standard Flanged Connections: ANSI B16.42 Class 150 (mates with ANSI Class 125 and Class 150 flanges). Standard Grooved Connections: ANSI/AWWA C606 Tapped Bosses: 2-1/2" (DN65), 3" (DN80) and 4" (DN100): Two 1/2" (15 mm) NPT 6" (DN150) and 8" (DN200): Two 3/4" (20 mm) NPT Material Standards: Refer to Figure 1. Ordering Information: Refer to Table 1 for part numbers and shipping weight. Table 1 Size Valve Nominal Inlet Type Outlet Type Friction Loss` Shipping Weight Part No. 2-1/2" (DN65) Groove Groove 6 ft.(1.8 m) 16 lbs. (7 kg) 05497C 3" (DN80) Goove Groove 10 ft. (3.1 m) 20 lbs. (9 kg) 08536 4" (DN100) Flange Flange 13 ft. (4.0 m) 47 lbs. (21 kg) 08538 4" (DN100) Groove Groove 13 ft. (4.0 m) 27 lbs. (12 kg) 08539 6" (DN150) Flange Flange 20 ft. (6.0 m) 75 lbs. (34 kg) 08542 6" (DN150) Groove Groove 20 ft. (6.0 m) 51 lbs. (23 kg) 08543 8" (DN200) Flange Flange 23 ft. (7.0 m) 135 lbs. (61 kg) 08546 8" (DN200) Groove Groove 23 ft. (7.0 m) 106 lbs. (48 kg) 08547 Expressed in equivalent length of Schedule 40 pipe based on Hazen & Williams formula: C = 120. Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Systems with water working pressures above 175 psi (12 bar) may require extra -heavy pat- tern fittings. Viking Swing Check Valve flanges are Ductile Iron ANSI B16.42, Class 150, with a maximum water working pressure of 300 psi (20.7 bar). ANSI 616.42, Class 150 flanges are NOT compatible with ANSI Class 250 or Class 300 flanges. To mate the Viking Swing Check Valve with ANSI Class 250 or Class 300 flanges, use the grooved-inlet/grooved-outlet style installed with listed grooved/ flanged adapters of the appropriate pressure rating. For piping with grooved connec- tions, the grooved-inlet/grooved-outlet style Swing Check Valve may be installed with listed grooved couplings of the appropriate pressure rating. Form No. F_102688 Replaces page 803a-d, dated July 1, 2011. Revised Figure 1) t Check Valve 803b April 13, 2012 E SWING CHECK VALVE TECH$NI}CA A .. t . The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 4. INSTALLATION The Swing Check Valve must be installed in an area not subject to physical damage. When corrosive atmospheres and/or contami- nated water supplies are present, it is the owner's responsibility to verify compatibility with the Swing Check Valve and associated equipment. Prior to installing the valve, thoroughly flush the water supply piping to verify that no foreign matter is present. The Swing Check Valve may be installed in the vertical position with direction of flow up, or in the horizontal position with the access cover up. Systems with water working pressures above 175 psi (12 bar) may require extra -heavy pattern fittings. Viking Swing Check Valve flanges are Ductile Iron ANSI B16.42, Class 150, with a maximum water working pressure of 300 psi (20.7 bar). ANSI B16.42, Class 150 flanges are not compatible with ANSI Class 250 or Class 300 flanges. To mate the Viking Swing Check Valve with ANSI Class 250 or Class 300 flanges, use the grooved-inlet/grooved-outlet style installed with listed grooved/flanged adapters of the appropriate pressure rating. For piping with grooved connections, the grooved-inlet/grooved-outlet style Swing Check Valve may be installed with listed grooved couplings of the appropriate pressure rating. 5. OPERATION (Refer to Figure 1) Flow through the Viking Swing Check Valve lifts the rubber-gasketed clapper (8, and 9) off the seat (12) to enter the sprinkler pip- ing. When flow through the valve stops, the clapper (8) closes quickly. The rubber gasket (9) forms a tight seal against the brass water seat (12), trapping pressure above the clapper and preventing reverse flow from sprinkler piping. Hydrostatic Test: The Swing Check Valve is manufactured and listed for use at a maximum water working pressure of 300 psi (20.7 bar). The valve is factory tested at 600 psi (41.4 bar). Check Valves may be hydrostatically tested (in accordance with NFPA 13) at 350 psi (24.1 bar) and/or 50 psi (3.4 bar) above the normal water working pressure for limited periods of time (two hours) for the purpose of ac- ceptance by the Authority Having Jurisdiction. If air testing is required, do not exceed 40 psi (2.8 bar) air pressure. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: The owner is responsible for maintaining the fire -protection system and devices in proper operating condition. The Viking Swing Check Valve must be kept free of foreign matter, freezing conditions (when used on wet systems), corrosive atmospheres, contaminated water supplies, and any condition that could impair its operation or damage the device. It is imperative that the system be inspected and tested on a regular basis. The frequency of the inspections may vary due to contaminated water supplies, corrosive water supplies, and corrosive atmospheres. For minimum maintenance and inspection requirements, refer to NFPA 25. In addition, the Authority Having Jurisdiction may have additional maintenance, testing, and in- spection requirements that must be followed. WARNING: Any system maintenance which involves placing a control valve or detection system out of serv- ice may eliminate the fire -protection capabilities of that system. Prior to proceeding, notify all the Authority Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected areas. 6-A. Five -Year Internal Inspection Internal inspection of Swing Check Valves is recommended every five years unless inspections and tests indicate more fre- quent inspections are required. Refer to Figure 1) 1. Notify the Authority Having Jurisdiction, remote station alarm monitors, and those in the area affected that the system will be taken out of service. Consideration should be given to employment of a fire patrol in the affected areas. 2. Close the water supply main control valve, placing the system out of service. 3. Open the main drain. If necessary, open the system test valve to vent and completely drain the system. 4. Use the appropriate wrench to loosen and remove the cover screws (14), and remove the cover/clapper assembly (2-11). 5. Inspect the water seat (12). Wipe away all contaminants, dirt, and mineral deposits. DO NOT use solvents or abrasives. 6. Inspect the cover/clapper assembly (2-11) and the cover gasket (13). Test the hinged clapper (8) for freedom of move- ment. Renew or replace damaged or worn parts as required. CAUTION: Never apply any lubricant to seats, gaskets, or any internal operating parts of the valve. Petroleum - based grease or oil will damage rubber components and may prevent proper operation. 7. When Internal inspection of the Check Valve is complete, perform step 6 of paragraph 11. VALVE MAINTENANCE to re- install the cover/clapper assembly (2-11). April 13, 2012 Check Valve 803c YSWING CHECK VALVE 1. JECHNIC'ALoe DATA: .. The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 6-B. Valve Maintenance Refer to Figure 1) 1. Perform steps 1 through 5 of paragraph 6.A - FIVE-YEAR INTERNAL INSPECTION. 2. To remove clapper rubber (9): a. Use the appropriate wrenches to loosen and remove the button -head socket screw (11), hex nut (6), sealing washer (7), and rubber retainer (10). b. Remove the clapper rubber (9) for inspection. If the clapper rubber shows signs of wear, such as cracking, cuts, or excessively deep grooves where the rubber contacts the water seat, replace the rubber. 3. To re -install clapper rubber (9): a. Place the clapper rubber (9) over the center hub of the rubber retainer (10). b. Position the retainer (10) (with rubber in place) against the clapper (8) as shown in Figure 1. c. Replace and tighten the button -head socket screw (11), sealing washer (7), and hex nut (6). The sealing washer (7) and hex nut (6) must be located on the top side of the clapper as shown in Figure 1. Do not over -tighten. 4. To remove clapper (8), and/or hinge pin (4): a. Remove the hinge pin retaining rings (5) to free the hinge pin (4) for removal. After the hinge pin (4) is removed, the clapper (8) can be removed. 5. To re -install clapper (8), and/or hinge pin (4): a. Verify that the clapper rubber (9) is in good condition and that it is properly installed. b. Position the clapper (8) with the elongated hinge holes aligned between the holes of the hinge bracket welded inside the cover (2). The system (top) side of the clapper (8) must face the direction indicated by the flow arrow stamped inside the cover (2). c. Insert the hinge pin (4) through the holes at one end of the hinge assembly. Continue to push the hinge pin (4) through the holes at the remaining end of the hinge assembly. d. Re -install the hinge pin retaining rings (5). 6. To re -install cover/clapper assembly (2-11): a. Verify that cover gasket (13) is in position and in good condition. b. Slide the cover/clapper assembly (2-11) into the Swing Check Valve so that the clapper rubber (9) contacts the water seat (12). c. Replace the cover screws (14). Use the appropriate wrench to cross -tighten all screws to the torque value shown in Table 2 for the valve used. DO NOT over -tighten. 7. AVAILABILITY The Viking Swing Check Valve is available through a network of domestic and international distributors. See the Viking Corp. Web site for closest distributor or contact The Viking Corporation. 8. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact The Viking Corporation directly. Table 2: Torque Values for Viking Swing Check Valve Cover Screws Valve Size Screw Size Torque Values 2-1/2" (DN65) 3/8"-16 HHC 19 ft-Ibs 2.63 kg-m Y (DN80) 3/8"-16 HHC 19 ft-Ibs 2.63 kg-m 4" (DN100) 3/8"-16 HHC 19 ft-Ibs 2.63 kg-m 6" (DN150) 1/2"-13 HHC 45 ft-Ibs 6.23 kg-m 8" (DN200) 1 5/8"-11 HHC 1 93 ft-Ibs 12.9 kg-m Check Valve 803d April 13, .2012 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SIZE A B C D E F G** 2-1/2" 9" , 4-1/2" 2-5/8". 2" 2" 65mm) 228,6) 114,3) 66,7) 50,8) 50,8) NotFig-Figble S 80mm) 257) 122,2) 68,3) 2 58.1) 58.1) Fig -Fig Not Available 4" 10-5/8" 5-3/16" 3-1/8" 2-1/4" 2-1/4" 9" 15/16" 100mm) 269,9) 131,8) 79.4) 1 (57.2) 57,2) 228,6) 23,81) 6" 13-3/8" 13/16 4-1/16" 2-1/4" 2-1/4", 11" 1" 150mm) 340) 173,3) 103.2) 57,2) 57,2) 279,4) 25,4) 8" 17" 8-13/16" S. 2-1/2" 2-7/8" 3-1/2" 1-1/8" 200mm) 431,8) 223,4) 127) 63,4) 73,0) 342.9) 28,58) is Dimensions shown in parentheses are millimeters. 4", 6", and 8" valves are manufactured with sculptured flanges. I Dimension indicates thickness of flange at bolt holes. D Figure 1 PART NUMBER DESCRIPTION MATERIAL - NO. REQ'DITEM NO. D-1 G-1 G-1 G-1 G-1 2-1/2" DN65) 3" DN80) 4" DN100) 6" DN150) 8" DN200) 2-1/2" 3" 4" 6" 8" 1 Body Ductile Iron, ASTM A536 65-45-12 1 1 1 1 1 2 Cover Assembly, 300 PSI WWP E-Coated HSLA Steel, A715 and Stainless Steel, UNS-S30400 1 1 1 1 1 3 07576 7576 07576 07576 None Bushing Lubricomp 189 Ryton 2 2 2 2 0 4 05355A 05355A 04900A 04991A 05334A Clapper Hinge Pin Stainless Steel UNS-S30400 1 1 1 1 1 1 5 05445A 5445A 05445A 05445A 05369A Hinge Pin Retaining Ring Stainless Steel UNS-S15700 2 2 2 2 2 6 01755A QP 4%? j":a te Clapper Hex Jam Nut #10-24 UNC Stainless Steel UNS-S30400 1 0 0 0 0 8159 08159 a' Clapper Hex Jam Nut 3/8"-24 UNF Stainless Steel UNS-S30400 0 1 1 0 0 kt 3 fl 08144 08144 Cla er Hex Jam Nut 1/2"-20 UNC Stainless Steel UNS S30400 0 0 0 1 1 7 06595A 8158 08158 08143 08143 SealingWasher EPDM and Stainless Steel 1 1 1 1 1 8 Clapper eon Coated ee - 1 1 1 1 1 9 Clapper Rubber EPDM ASTM D2000 1 1 1 1 1 10 Clapper Rubber Retainer Stainless Steel, UNS-S30400 1 1 1 1 1 06595A H.H.C. Screw #10-24 UNC x 1/2" (12.7 mm) Ig. Stainless Steel, UNS-S30400 1 0 0 0 0 0194 10194 r Screw, Button Head, Socket, 3/8" - 24 UNF x 1/2" Stainless Steel, UNS-S30400 0 1 1 1 0 0 11 7 10308 Screw, Button Head, Socket, 1/2" - 20 UNF x 3/4" 19.1 mm I . Stainless Steel, UNS-S30400 0 0 0 1 1 IN,a. 10686 Screw, Button Head, Socket, 1/2" - 20 UNF x 7/8" Stainless Steel, UNS-S30400 0 0 0 0 1 12 Seat Brass, UNS-C84400 1 1 1 1 1 13 053546 5354E 04649E 04992E 05339C Cover Gasket EPDM ASTM D2000 1 1 1 1 1 01517A 1517A 01517A'' r ; H.H.C. Screw 3/8"A6 UNC x 3/4" (19,1 mm) Ig. Steel, Zinc Plated 4 4 6 0 0 14r 04993A H.H.C. Screw '/="-13 UNC x 7/8" (22.2 mm) Ig. Steel, Zinc Plated 0 0 0 6 0 01922A H.H.C. Screw 5/8"41 UNC x 1-1/4"(31.8 mm) Ig. Steel, Zinc Plated 0 0 01 01 6 x 1/2" (15 mm) NPT Pipe Plug Steel 2 2 2 0 0 3/4" (20 mm) NPT Pipe Plug Steel 0 01 01 2 2 Indicates. replacement part is not available Indicates replacement part only available in a Sub -Assembly listed below. Sub -Assemblies 3, 6-11 05499B 08518 08519 08520 08521 ClapperAssembly 9, 10 14864 14865 14866 Replacement Clapper Rubber Kit* Clapper rubbers are different on 3', 4", & 6" G-1 valve than original manufacture. If clapper rubber requires replacement, order replacement rubber kit. Form No. F 102688 Replaces page 803a-d, dated July 1, 2011. Revised Figure 1) a a i w`.'.-.,- _ -a . ,, rs '. s.---,f_.. s a <, c'::Fa.,...,. ...:?... ..... u'...d ,., ': a.» .:.?.... ... r 4-....,....,•..._._: r..,ti :.G ?, ,. >... '.'_m ..,ia`. ,.,....`.,.._., w'`.5, s:.., AN@ FEMALE x MALE FUNCTION: Used with a fire hose rack assembly or as a fire dept outlet connection. REGULARLY FURNISHED: Cast brass valve with red handwheel. Female NPT inlet x male hose thread outlet. 300 PSI120.6 bars. Model na 4065 ..................... 2,4" 16.4 cm Size SPECIFY: Thread P N F H„ SE - B Polished Brass ri i:Pyt l i t c D Polished Chrome Plated VARIATIONS: Extended stem up to 24"/61 cm, SPECIFY: Length 1.3 cm petcock SPECIFY: Location. FM ' Closed Open Slze UL 1prlo A B C` C-. O in E Listed to in In . in iq cm cm Cm . cm ' CM M , YES YES 2'!, Th 6'h Th Th 2 3.&m 5.1 8.9 16.5 19 6.4 5 2'h" YES YES Th 5 9'h 1 Vh Th 211, 6.QCm 8.9 12.7 24.1 29.2 9.9 5.9 FUNCTi . : Used with a fire hose rac assembly or a fire dept outlet connectior Water pressure i ntrolled by adjustable floe restriction. If full flow equired, the restrictio may be overridden. REGULARLY FURNISHED: C rass valy with red handwheel with pressure rictini feature. Female NPT inlet x male hose outlet. 175 PSIi12 bars rated. Furnished with fief setting chart. Model 4080 ............. . .......1 %"13.8 cm Size 4085 .....................2"i6.4 cm Size SPECIFY: Thread OPTIONAL FINISHES: B Polished Brass C Rough Chrome Plated D Polished Chrome Plated P Closed Open Size UL ra A B C `.`. C O E. Lister'. In ., in . ln_... m.. in:.. an... CM cm Cm cm cm Cm YES NO V. Th 61h Th 27z 2 cm 5.7 8.9 16.5 19 6.4 5 YES NO Th 5 97, 117z 37: 27, 6.4cm 8.9 12.7 24.1 29.2 B.9 6.9 ALE DOUBLE FEMALE FUNCTION: Used with a fire hose rack. assembly. REGULARLY FURNISHED: Cast brass valve' with red handwheel. Female NPT inlet and outlet. 300 PS1120.6 bars. Model 4070 ..................... I'r "/3.s cm Size 4075 ... . .................2%"16.4 cm Size Female X Male shown f 1 %."Iaa cm Size 2W'16.4 cm Size NOTE: ALWAYS INDICATE H05ETHHEAD HEUUIHLMEN:iS ,AII Dimensions In tngnsn ana Metric... , ,. page 4-13 MALE TO FEMALE FUNCTION: Used to reduce or change threads. REGULARLY FURNISHED: Brass hexagon- type with male threads on one end and female on other end. - u PTI [JAI Flat. B Polished Brass gn nrome ated D Polished Chrome Plated MALE TO MALE FUNCTION: Used to reduce or change threads. REGULARLY FURNISHED: Brass hexagon - type with male threads on both ends. A B A B Male 1" Female Male - Male Model 2825 ........X"/1.9 cm thru 4'%"/11.4 cm Model 2830 ........X"/1.9 cm thru 4'%"/11.4 cm SPECIFY: Size and threads VARIATIONS: SUFFIX.-RL Rocker Lug A in. / cm 8 A in. / cm B Ain. / cm 8 m. A / cm B A in / cm, B A. in / cm B A .in. / cm B 1/4 1/1 X ph X 1h 2 X 1/ 11.9 2 X 2 2'h X 11h X 3 3. 1.9 1.9 3.8 1.9 5 5 5 6.4 3.8 7.6 3!8 7- 7.67.6 1 X 'h 1% X 1 2 X 1 2'/2 X 'h 76 X 4 X 4 2.3 1.9 3.8 2.5 5 2.5 6.4 1.9 6A 5 5 10.2 10..2 1 X 1 19= X 1'h 2 X 1'12 2'/= X 1 2'h X 2'h 3 X Tb 41h R 4 2.5 2.5 3.8 3.8 5 3.8 6.4 25 6.4 ^ 6. 7.6 6.4 1 i.4 10.2 Page 2-5 NOTE: ALWAYS INDICATE HOSE THREAD REQUIREMENTS. Ali dimensions in English and Metric: POTTER-ROEMER A Division of Smith Industries, Inc. FEATURES OF BALL SHUT-OFF VALVE Large ports to minimize Visual indication of ressure drop and operating condition - tu lence. Low t ue operation. open or closed. Quarter -Turn Hand Tested hydrostatically Speed o aeration. in the open and Positive clos on. Water Nylon Seat closed position. Flow in either dir Inlet Chrom lated Brass Ball •Simplicity of Straight through flo Fo ed Brass Body maintenance. Forged strength up to Durability. 600 PS1141.3bars Reliability. pressure rating. Listed by Underwriters Ease of installation. I Water Outlet Laboratories, Inc. Conserves space. Approved by Factory Mutual Research Corporation. FUNCTION: sed in the t assembly of alarm check, dry pipe and automatic water control valves. U to manually cont the flow of water to small, open -head extinguishing systems and as zone control valve. REG' LARLY FURNISHED: Forge rass body. Cadmium plated vinyl insulated handle. ome plated brass ball with nylon sea . emale NPT inlet and outlet. Size as selected by odel number. Model pl FM S¢e A B G D = Pressure ti No L lsted io m . 1n in 1n m.` Rating";PSI D 4405 YES v YES 2. 5 47 1hs3 / a 600 4407 YES YES 1. 5.5 2 3.43.4 VA 4.4 1.17.1 672 1.7 7.7 3"h6 9.6 40 600 41.3t1.9 4410 , YES YES zs B 1'a 891 3966 00 344 B 4412: YES YES 1'h 3.1 3'/u 6.7 2 5.2 1.109 2.3 3°h, 9.6 500 34.4 1 4415 ; YES YES 1'h 3.6 3'h 9.5 2'/2 6 8 3. 4"hfi 12.2 500 34.4 t 4420" YES YES s 41/} 26 ifi 1.772 hfi 300 4425 A I NO NO 2'/2 5'/° 14.6 3'h 2.250 66.4 1562 400 4430 NO NO 3 6'h 3'Jz 2.625 42L5 CAPS ARID CHAINS FUNCTION: Used.to cover and protect male threads on valves and hydrants. Discourages entry of foreign matter. REGULARLY FURNISHED: Cast brass cap with female hose thread, pin lugs and chain. Model Size O IONAL FINISHE 4605 .......................Y44"11.9 cm -B Polished Brass oug rome a e 4615 ......................1 V 13.8 cm -D Polished Chrome Plated f VARIATIONS: With rocker lugs (Suffix -RL) 4630 ....................... 3"i7.scm 2%"16.4 cm and X176 cm size available in 4640 ............... . .......4"r10.2 cm plastic (Suffix -P) SPECIFY: Thread FLANGES FUNCTION: Used to trim pipe entry. BRASS WITH PE® STEEL_ SET SCREW SPLIT RING REGULARL V_E Cast brass REGULARLY FURNISHED: Chrome plated flange with 3 c . stamped steel split ring flange. 4711 .......................1 fz"/3.8 cm 4712 ....................... 2%" /6.4 cm 4713......................... 3"17.6cm Model Size 2%"/6.4 cm 4733`' •............ 3" /7 6 cm Page 4-11 NTSAll dimensions in English and MetricR ° ^' II i J Features Reliable Performance. The SSM and SSV series provide loud Approved for indoor and outdoor use resonant tones. The SSM series operates on 24VDC and are motor driven, while the SSV series operates on 120VAC utilizing a vibrating Low current draw mechanism. High dB output Available in six-inch, eight -inch, and ten -inch sizes Simplified Installation. For indoor use, the SSM and SSV series mount to a standard four -inch square electrical box. For outdoor AC and DC models applications, weatherproof back box, model number WBB, is used. DC models polarized for use with supervision circuitry Mount directly to standard four -inch square electrical box indoors The SSM and SSV series come pre -wired, to reduce installation time. The SSM series incorporates a polarized electrical design for use with SSM and SSV series come pre -wired supervision circuitry. Agency Listings uL U t, 0FM MEA LISTED R AP-ED approved 54011 CS549 300525S 7135-1653:0217 331-01-E SSM/SSV Specifications Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 678 710-(specify size) with an operating voltage of 24VDC or 120VAC (specify by part number). Bells shall be suitable for surface or semi -Flush mounting. Outdoor surface mounted installations shall be weatherproof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4" square electrical box having a maximum projection of 21/2". Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory Mutual and MEA. IA, Operating Temperature Range 31Tto140T Operating Voltage SSM series: 24VDC SSV series: 120 VAC Termination Provided with 2 sets of leads for in/out wiring Service Use Fire Alarm, General Signaling, Burglar Alarm Warranty 3 years Rmlii4 g" t sf Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output (dBA) inches) Limit SSM24-6 6 Regulated 24VDC 16 to 33VDC ., DC-31.1 mA/ FWR-53.5mA 82 SSM24-8 8 Regulated 24VDC 16 to 33VDC DC-31.1 mA/ FWR-53.5mA 80 CCM')d_1n In Qo d,,f ri)A\/n(_ 1F, to22\/r)r flr-211-A/F\A/R-GZ S-A R1 SSV120-6 6 Regulated 120VAC 96 to 132VAC 53mA 85 1 SSV120-10 10 Regulated 120VAC 96to 132VAC 53mA 82 Sound output measured at Underwriter Laboratories, as specified in UL464 Ordering Information SSM24-6 SSM24-6A Bell, 6, 24VDC, Polarized, 82dBA SSM24-8 SSM24-8A Bell, 8-,24VDC, Polarized, 80dBA SSM24-10 SSM24-10A Bell, 10 , 24VDC, Polarized, 81 dBA SSV120-6 SSV 120-6A Bell, 6-,120VAC, 85dBA SSV120-8 SSV120-8A Bell, 8",120VAC,82dBA SSV120-10 SSV 120-10A Bell, 10,120VAC,82dBA WBB Weatherproof back box for SSM and SSV series, when installed outdoors tTtl - 02011 System Sensor. 3825 Ohio Avenue - St. Charles, IL 60174 Product specifications sub;erttochange without notice. usts stemsenvoLcomfor I` Phone: 800-SEN SOR2 - Fax: 630-377-6495 current product information. including the latest version of this data sheet. Aos- 026c-010- 08n 1 .42870 i I I J Features Two-inch mounting hole provided in new WFD30-2 models UL-listed models are.NEMA 4 rated Sealed retard mechanism immune to dust and other contaminants Visual switch activation Field -replaceable retard mechanism and SPDT switches Rugged, dual SPDT switches enclosed in a durable terminal block Accommodates up to 12 AWG,wire Designed for both indoor and outdoor use 100 percent synchronization activates both alarm panel and local bell Tamper -resistant cover screws Agency Listings YL U MEA OLISTEDapproved 5739 C5169 7770-1653:114 167-93-E 3006195 Robust Construction. The WFD series consists of a'rugged, NEMA 4-rated enclosure. Designed for"both indoor and outdoor use, the WFD series operates across a wide temperature range, from 32°F to 120°F. I Simplified Operation: The WFD series is designed to simplify installation.Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field -replaceable. I i i Waterflow Detector Specifications i s „ I Vane -type waterflow detectors shall be installed on system piping as designated on the drawing and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run, at least 6' from any fittings that may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a' static pressure rating of 450 psi* for 2"— 8" pipes.The detector shall respond to waterflow in the specified direction after a preset time delay that is field adjustable. The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include apolyethylene vane inserted through a hole in the e and connected b a mechanical linkage to the delay mechanism. Outputs shall consist of dual9PPY9YPjSPDTswitches (Form C contacts).Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. I A grounding provision is provided. Unless noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. Static Pressure Rating 450 PSI* Operating Temperature Range 32°F to 1207 (0°C to 49°Q Maximum Surge 18 Feet Per Second (FPS) Enclosure Rating* NEMA 4 — suitable for indoor/outdoor use I Triggering Threshold 4-10 GPM Cover Tamper Switch Standard with ULC models, optional for UL Bandwidth (Flow Rate) models, part no. 546-7000 I Conduit Entrances Two openings for 1/2- conduit. Service Use Automatic Sprinkler: NFPA-13 One open, one knock -out type One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National "Fire Alarm Code: NFPA-72 ' r.F CDf7117...... r\ 11[ D f an1.. t r t nr I 10.0 A,'h HP @ 125/250VAC _ 2.5 A @ 6/12/24 VDC Compatible Pipe Steel water pipe, schedule 10 through 40 Warranty 3 Years WFD Field Wiring Diagram Delay Adjustment Dial Overall Dimensions, Installed Ie AND B UL-LISTED SSM24-X CONNECTIONS WILL CLOSE - T COMPATIBLE 5SV120'X WHEN VANE IS DEFLECTED, I.E. N DN DIAL IS APP E CONTROL PANEL SWENWAITCHEER ISF OWING. DUAL TUE 9E DELAY IN S,C?- , MITPOWER APPLICATIONS TO BE COMBINED J( Oy 9T 24VDC OR ON A SINGLE DETECTOR '' 0 F at t nVDC - zs• wFDzo 4s• w a ss• . . . ... WFD25 4.6• WFp50 ].e• COMA CT RATINGS r O I WFD-2 5.2• WFD6U 9.0• INITIATING SURE RESISTOR1 SO VA tOAMPS O L WRMS 5.]' at, 10.8' ' LOOP _ 24VDC 2.5 AMPS SCHEMATIC OF - O O O U twit nul I... _ INDIVIDUAL i SWITCHIN c'O h Plps satltlla I CONDITTIONRFLOW 45 O BREM WIRE AS w1d 1 w1d f SHOWN FOR i I Pip. aaaem SUPERVISION OF aeas CONNECTION. DO Plastic ram NOT ALLOW - STRIPPEDWIREqff LATO EXTEND BEYOND TCEM W $CONDE JUST I - O HOUSING. MNOT - ovERreTryAT. EDOEs— EXecEO m sEeonos. UEdt LOOP WIRES. OMetEACW DIµMAP[IOXIMAJ TIMM.E-1N i Ecc WIdM: Sae Tads I l UL Model ULC Model Pipe Size Hole Size Shipping Weight WFD20 WFD20A 2" 1 '/4" 4.2lbs. i WFD25 WFD25A 21h" 11/4" 4.3lbs. WFD30-2 WFD30-2A 3" 2" 4.5lbs. WFD35 WFD35A 31/2- 11/4 4.7lbs. WFD40 WFD40A 4" 2" 5.21bs. WFD50 WFD50A 5" 2' 6.3lbs. WFD60* WFD60A 6' 2" 6.8lbs. WFD80* WFD80A 8" 2" 7.5lbs. Accessories A3008- 00 Retard mechanism A77-01- 02 Terminal block 546-7000 Tamper -proof switch kit WFDW Tamper - proof wrench for cover WFDN4 Gasket kit Maximum pressure rating 400 psi as approved by Factory Mutual. STE SENSOR 3825 Ohio Avenue • St. Charles, IL 60174 Phone:800 SENSOR2 •Fax:630 377 6495 02009 System Sensor. Productspecnations subject to change without notice. Visit systemsensoccom for currentproduainformation. including the latest version ofthis data sheeL ADS-0180-013. 1/09• 41922 1 I t I Fla a udrd® CPVC FIRE SPRINKLER PIPING PRODUCTS The information contained in this publication is based on current information and Product design at the time of publication and is subject to change without notification. Our ongoing commitment to product improvement may result in some variation. No representations, guarantees or warranties of any kind are made as to its accuracy, suitability for particular applications or results to be obtained therefrom. For verification of technical data or additional information not contained herein, please contact Spears° Technical Services Department [West Coast: (818),364-1611-East Coast: (678) 985-12631. General Information RECOMMENDATIONS FOR INSTALLERS AND USERS: Plastic piping systems should be ENGINEERED, INSTALLED and OPERATED in accordance with ESTABLISHED DESIGN AND ENGINEERING STANDARDS AND PROCEDURES for plastic piping systems. Suitability for the intended service application should be determined by the installer and/or user prior to installation of a plastic piping system. All Installation and maintenance personnel should be trained in the proper handling and installation requirements and i precautions of plastic piping systems. PRIOR TO ASSEMBLY, all piping, system components should be inspected for damage or irregularities. Mating "I not fit property. should Contact the rteo assure ate manufacturer of the component product in compatible. to d term ne usabili y. Consult allaapplicable p irregular or docomponentsaIr p p y appropriate p p q ty. codes and regulations for compliance prior to installation. a Installation must be made in accordance with Spears® Manufacturing Company FlanneGuar& CPVC Fire Sprinkler Piping Products Installation Instructions - FG-3 NOTE - Individual or group instruction in correct solvent welding procedures is available by contacting your local distributor or your servicing Spears' Regional Distribution Center. e SOLVENT CEMENT CONNECTIONS Spears® Manufacturing Company recommends the use of Spears' FS-5, One Step solvent cement for joining Spears" products. Use of solvent cementing products not approved for CPVC firesprinkler systems, or failure to follow installation instructions will automatically void the warranty. THREADED CONNECTION - Spears" Manufacturing Company recommends the use of Spears°.BLUE 75Tm Thread Sealant. This product has been tested by Spears° and the sealant manufacturer for compatibility with the Spears° CPVC fire sprinkler products. Consult the sprinkler head manufacturer before using this product. WARNING: OTHER PIPE JOINT COMPOUNDS OR PASTES MAY CONTAIN SUBSTANCES THAT COULD CAUSE STRESS CRACKING IN THE CPVC OR OTHER FITTING COMPONENTS. Care must be taken to avoid over torquing - generally 1 to 2 turns beyond finger tight is all that is required to make up a threaded connection. Factory testing has indicated 10-25 ft. lbs. of torque is adequate to obtain a leak free seal.: GASKET SEALED THREAD CONNECTIONS — This type of connection can only be made with Spears° TorqueSafeTm style Gasket Sealed Female Sprinkler Adapters. DO NOT USE ANY TYPE OF THREAD SEALANT WHEN INSTALLING THIS TYPE OF ADAPTER. Tape or paste may impair proper sealing and function. Testing has shown that hand tight until snug is all that is needed to seal this special connection. Dimension Reference G = (LAYING LENGTH) Intersection of center lines to bottom of socket/thread; 90' elbows; M = Outside diameter of socket/thread hub; ± 1/16 inch. tees, crosses; ± 1132 inch. N =' Socket bottom to socket bottom; couplings; ± 1116 inch. H = Intersection of center lines to face of fitting; 90° elbows tees, crosses; ± 1/32 inch. Q = Width of flats; ±1116 inch. J = Intersection of center lines to bottom of socket/thread; 45° elbows; ± 1/32 inch W - Height of cap; ± 1/16 inch. L = Overall length of fittings; ± 1116 inch. SPRINKLER PIPE SDR 13.5 (ASTM F 442) _ Part Number Nominal Size Average O.D. Average I.D. Approx. Weight Lbs./Ft. Inches. mm) Inches mm) Inches mm) CP-007 314 19.1) 1.050 26.7) 874 22.5) . 181 CP-010 1 25.4) 1.315 33.4) 1.101 28.21 280 CP-012 1-1/4 31.8) ' 1.660 422) 1.394 35.6) 418 CP-015 1-1/2 38.1) 1.900 48.3) 1.598 40.7) 550 CP-020 2 50.8) 2.375 60.3) 2.003 50.9) 872 CP-025 2-1/2 63.5) 2.875 73.0) 2.423 61.5) 1.260 CP-030 3 76.2) 3.500 88.9) 2.950 75.0) 1.900 CPVC FIRE SPEARS° MANUFACTURING COMPANY Residential occupancies as defined in the Standard for Installation of Sprinkler Systems in Residential Occupancies up to Four Stories in Height, NFPA 13R. Residential occupancies as defined in the Standard for Installation of Sprinkler Systems in One and Two Family Dwelling and Manufactured Homes, NFPA 13D. Protected Installations When used with standard response sprinklers, protection shall be provided for Spears® CPVC piping products by ceilings, walls or soffits consisting of the following minimum protection: lath and plaster, 9.5 mm thick gypsum wallboard, 13 mm thick plywood or a suspended membrane ceiling with lay - in panels or tiles, classified with respect to surface burning characteristics having mass of not less than 1.7 kg/sq m and installed in steel suspension grids. The effectiveness of this protection can be impaired if penetrated by openings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is present, individual openings exceeding 0.03 sq m but not exceeding 0.71 sq m in an area must be located so that the distance from the edge of the opening to the nearest sprinkler does not exceed 300 mm. This piping shall not be used where such openings exceed 0.71 sq m in area. The effect of the presence of non -rated recessed lighting fixtures, public address speakers and other interruptions of the protective membrane has not been investigated. Exosed Installations As an alternative to the protection requirements, Spears° FlameGuard° CPVC Fire Sprinkler Products may be installed without protection (exposed) when subject to the following additional limitations: Exposed piping is to be installed below a smooth, flat, horizontal, fixed ceiling construction. Listed Quick -Response pendent sprinklers having deflectors installed within 8 inches from ceiling or Listed Residential pendent located in accordance with their Listing and a maximum distance between sprinklers not to exceed 15 feet. Listed Quick -Response horizontal sidewall sprinklers having deflectors installed within 6 inches from the ceiling and within 4 inches of the sidewall or Listed Residential horizontal sidewall sprinklers located in accordance with their Listing and a maximum distance between sprinklers not to exceed 14 feet. During remodeling or repair, appropriate precautions shall be implemented to properly shield the piping from the protected occupancy. Spears° FlameGuard° CPVC Fire Sprinkler Piping Products are to be installed in accordance with the requirements specified in NFPA 13, NFPA 13R or NFPA 13D and the National Building Code of Canada. Spears° FlameGuard° CPVC Fire Sprinkler Piping Products must be installed in accordance with the other special installation and design criteria relative to handling, assembly, pipe hanger spacing, piping and sprinkler restraint, sprinkler temperature rating, piping location, testing procedures, friction loss characteristics and other applicable requirements specified in the manual. The use of Spears" FlameGuard° CPVC Fire Sprinkler Products in ceiling spaces above non- sprinklered areas has not been investigated. FG-3-1010 © 2013 Spears® Manufacturing Company Page 19 7. Recommended method for securing CPVC fire sprinkler pipe vertically. Place clamp below shoulder of fitting. WARNING: Modified riser collar shall only be used to provide support to the riser and shall not be used to join two pieces of pipe, Modified FlameGuard- Coupling Adhered to Pipe f Cut ? Above Seat Top View Cut Perpendicular to.Seat no TightnotTight i 8. Do not use riser clamps that squeeze the pipe and depend on compression of the pipe to support the weight. 9. Hangers and straps shall not compress, distort, cut or abrade the piping and shall allow forfree movement of the pipe to allow forthermal expansion and contraction. 10. Maintain vertical piping in straight alignment with supports at each floor level, or at 10 feet (3.05 m) intervals, whichever is less. 11. CPVC risers in vertical shafts or in buildings with ceilings over 25 feet 7.62 m), shall be aligned straight and supported at each floor level, or at 10 feet (3.05 m) intervals, whichever is less. Underground Fire Service Spears(' FlameGuard° CPVC Sprinkler Products are UL Listed for use in underground water service when installation is in accordance with: ASTM D 2774, "Standard Recommended Practice for Underground Installation of Thermoplastic Pressure Piping" ASTM F 645, "Standard Guide for Selection, Design and Installation of Thermoplastic Water Pressure Piping Systems" NFPA 24, "Standard for the Installation of Private Fire Service Mains and Their Appurtenances" The installation procedures detailed in this manual apply to CPVC Fire Sprinkler Products with solvent cemented joints in sizes 3/4 inch through 3 inches. C-UL Listing Requirements Spears" FlameGuard" CPVC Fire Sprinkler Products are C-UL Listed in accordance with Canadian requirements for use in: Light Hazard occupancies defined in the Standard for Installation of Sprinkler Systems, NFPA 13. Page 18 © 2013 Spears® Manufacturing Company FG-3-1010 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: Has a Corrosion Resistance Ratio of 1.0 Hasa Pressure Rating of 300 psi - - - - Is Lighter Weight Than Schedule 40 Is Approved by Factory Mutual and Listed by Underwriters Laboratories Is Produced in Accordance to ASTM A-135 and A-795 Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves Is Produced From Steel With Excellent Properties of Strength and Threadability Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS CORROSION RESISTANCE RATIOS Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems t g'& n ' aµ.'11 7 1819 Clarkson Road For additional information, U A. 1wiLst Chesterfield, MO 63017 contact your salesperson today at c us7TED us6(800) 325-4467 (800) 325-4467 or (636) 537-2600 . 1 ( BULL nnoos Tug ANY FAX: (636) 537-2645 in the USA, or from CanadaV www.bullmoosetube.com call (800) 882-4666 F J A CR A company e-mail:sales(a,)bullmoosetube.com aPPaoven All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without inuring obligation. 8/08 The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems systems with a working pressure of 300.psi or less. in commercial and residential construction, Bull Please check with appropriate sources for up-to-date Moose Tube has added Eddy Flow to its listings and approval information. - comprehensive line of sprinkler pipe products. As an added benefit, it is more economical to use than Eddy Flow is a specially engineered replacement for schedule 10 due to reduced delivery costs and ease schedule 10, offering better flow characteristics while of handling. Furthermore, Eddy Flow's larger ID providing design flexibility. This product is FM - provides an opportunity for downsizing and further approved, as well as UL listed (for U.S. and Canada) cost savings. - for roll grooving and welding for use in fire protection COMPARISON Corrosion Resistance Ratio BENEFITS Dual Certified to ASTM A135 and A795. FM Approved for roll grooved, and welded, and plain -end application in wet systems. UL Listed (for U.S. and Canada) forjoining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. UL Listed (for US and Canada) and FM Approved for use with Victaulic® Fir Fittings in plain end applications. Lightweight - saves shipping costs, and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths.. Can be used for wet and dry' systems. Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. sm?„w?»n,•g,"»,."'.""' "Tx-x'""." 1'0—u,., ,:- a-""si.'"'" 3'"'.'_ jty `',-:x^ n '..',^..'„;m-m,.,...'^x--,?r3s`^-aM :F^"` ;`n 1819 Clarkson Road For additional information, c@ us A. ' 6 Chesterfield, MO 63017 contact your salesperson today at uSTED II(800) 325-4467 (800) 325-4467 or (636) 537-2600 BULL nnoas Y FAX: (636) 537-2645 in the USA, or from Canada www.bullmoosetube.com call (800) 882-4666 FM A CA A company e-mail:sales(o)bullmoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 60 Cohoes Ave. Green Island, NY 12183 • Ph: (518) 270-2159 • Fax: (518) 270-8384 www.gemlockgrooved.com o Provides joint rigidity, for the support and hanging requirements of ANSI 631.1 Power Piping Code; ANSI B31.9 Building Service Pipe [ode and NFPA 13 Sprinkler Systems Tongue and groove arrangements in housings do not permit expansion, contraction or deflection Available with hot dipped galvanized coatings as optional a Supplied with pre -tubed gasket Pipe Nominal Actual Slze Size (In.) 1 Max Working Pressure psi). Allow Pipe End Separation In.)$ Dimensions (In.) I E A !. B CI I Approx. Weight Each lb.) 1.315 400 0.10 2.188 3.858 1.732 1.2 1;'.- 1.660 400 0.10 2.535 I 3.897 1.732 1.5 1'/i 1.900 400 0.10 2.803 ! 3.858 1.732 j 1.7 2" 2.375 i 400 0.10 3.283 5.00 1.732 1.9 2'h- I 2.875 400 0.10 3.842 5.433 1.732 1.9 3- 3.500 400 0.10 4.574 16.535 1.772 2.4 4- 4.500 400 0.16 5.416 j 7.598 1.889 j 3.2 5" 5.563 300 0.16 6.771 I 8.818 1.889 j 4.5 6" I 6.625 i 300 0.16 7.874 I 9.921 1.889 ! 5.8 8" 8.625 1 300 j 0.19 10.11 12.367 2.362 10.8 UL Listed Under File No. EX15592 NOTES: Allowable pipe end separation is for cut groove pipe for roll groove, figures will be one-half of the values listed at time of initial pressurization. 0 - Bolts and Nuts are galvanized. * - Maximum pressure including surges and maximum end loads from all internal and external forces, to which a joint could be subject under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure based on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. For dry systems, TRI Seal gaskets are recommended. EPDM gasket is supplied as standard. For other gaskets contact us. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: 60 Cohoes Ave. Green.lsland,"NY 12183 • Ph: (518) 270-2159. • Fax: (518) 270-8384 www.gemlockgrooved.com REDUCING COUPLING o Replaces two couplings and in -line reducer (concentric or eccentric) - Available with not dipped galvanized coating as optional ( C HEAD LOSS Size 1 Flow Reducing Flow Expanding In.) I CL Value 1I Equivalent Pipe Length(Smaller Dia.) CL Equivalent Pipe Value I Length(Smaller Dia.) 6"x4" 0.16 1 4.5ft 0.08 j 2.3ft 5"x4" j 0.14 3.0ft 0.14 1 3.3ft 4" x 3" 0.37 6.0 It - 0.15 2.5 ft .,. . 3"x21/2" 0.30 { 3.8ft 0.19 ; 2.5ft 3"x2" 1 0.50 5.5It 0.30 3.5ft 234" x 2" 1 0.18 I 1.9 ft 0.09 1.0 ft 2"x11/z 1 0.25 I 1.9ft 0.23 2.0ft 2GHL In above table, CL = V2 HL= Head Loss in feet V = Velocity in smaller pipe in feet/sec. G = Acceleration due to gravity = 32.2 feet/sec. c UL us uslm FM UL listed Under File No. 0(15592 Pipe I Max I Allow Working Pipe End Pressure i SeparationLion i Max Deflection Center Line from Dimensions I In.) Approx. Weight Nominal Size per Coup. Pipe Deg. i (In.) I A I B C a ) f 300 l 0.12 V-53' ( 0.40 1 2.88 4.55 ; 1.77 2.2 2" x 11/V 300 j 0.12 1'-53 0.40 1 3.543 5.079 ; 1.85 f 2.2 27 x 1 W 300 ; 0.12 1--33' 0.40 I 3.543 5.079 1 1.85 2:0 211Z x 2" 300 if 0.12 1--33' 1 0.32 1 3.976 5.394 1 1.89 1 3.1 3" x 2' 1 300 1 0.12 1--17' 1 0.26 1 4.724 6.45 1 1.89 l 4.0 3" x 2W I 300 ; 0.12 V-17' i 0.26 1 4.72 6.457 1 1.89 3.7 4" x 2" 300 1 0.25 2--38' 0.55 5.906. 7.677 1.929 6.4 4" x 21W 300 I 0.25 2--38' 0.55 5.906 7.677 1.929 6.2 4" x 3" 1 300 1 0.25 2--38' 1 0.55 1 5.906 1 7.677 I 1.929 1 5.5 5" x 4" 300 1 0.25 2--5' 0.44 1 6.969 8.74 1 1.909 10.8 6- x 4" 300 1 0.25 1'-44' 1 0.38 I 7.992 9.252 1.969 11.0 8- x 6" 300 j 0.25 V-15' 1 0.26 l 10.394 12.32 2.362 l 18.5 NOTES: Allowable pipe end separation is for cut groove pipe for roll groove, figures will be one-half of the values listed at time of initial pressurization. 0 - Bolts and Nuts are galvanized. * - Maximum pressure including surges and maximum end loads from all internal and external forces, to which a joint could be subject under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure based on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. EPDM gasket is supplied as standard. PROJECT INFORMATION APPROVAL STAMP Project: Approved. Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: 60 Cohoes Ave. Green Island, NY 12183 • Ph: (518) 270-2159 • Fax: (518) 270-838A www.gemlockgrooved.com STANDARD GROOVED FITTINGS STYLES 100ff 11® 1 2, 1® 110 Z 150 e All fittings are full flow design Pressure ratings of fittings tested to an operating pressure of 500 psi Made of durable, high -strength ductile iron conforming to ASTM A536; every lot is metallurgically tested for compliance o Available with hot dipped galvanized coating FLOW DATA Frictional Resistance (Expressed as equivalent Straight Pipe in FL) Nominal size In) Elbow I Tee Nominal i Elbow Size In.) 90' 45' Elbow Elbow Tee 90' Elbow 45' Branch Run Elbow i Branch Run 1:1 2.3 1 1.2 5.8 1 2.3 5 8s 4.2 21.0 8.4 195 2.7 1.3 1 6.7 j 2.7 6 10.1 5.1 25.3 10.1 2 3.4 1.7 1 8.6 3.4 8 I 13.3 6.7 33.3 I 13.3 211: 4.1 2.1 10.3 4.1 10 1 16.7 8.4 41.8 16.7 3 5.1 2.6 1 12.8 j 5.1 12 i 20.0 10.0 50.0 20.0 4 6.7 1 3.4 i 16.8 I 67 Flow data is based upon the pressure drop of Sch. 40 pipe. Pipe 90' Elbow - No.100 45' Elbow - No.101 2231.* Elbow - No.102 11'A Elbow - No.103 Equal Tee - No.110 End Cap - No.150 Nominal Size In.) Actual Size In.) C to E In.) Approx. Wgt. Ea. lb.) C to E In.) Approx. Wgl. Ea. lb.) C to E Approx. In.) Wgt. Ea. lb.) C to E In.) Approx. Wgt. Ea. lb.) C to E In.) Approx. Wgt. Ea. lb.) E to E { Approx. In.) Wgt. Ea. lb.) 114 1.660 2.75 1 0.9 1.75 0.6 1.75 I 0.7 1.38 0.5 2.75 1.4 866 0.12 114 1.900 2.75 1 1.1 1.75 1.0 1.75 1 0.8 1.38 0.7 2.75 1.8 866 i 0.16 2 2.375 3.25 1 1.9 2.00 1.3 1.88 1.5 1.38 0.9 1 3.25 2.8 866 1 0.26 21.4 2.875 3.75 3.0 2.00 2.2 2.00 I 1.9 1.50 1.5 3.75 4.4 866 0.37 3 3.500 4.25 I 4.7 2.50 3.2 2.25 1 3.2 1.50 2.0 4.25 6.5 866 0.52 4 4.500 5.00 7.8 3.00 5.5 2.87 1 5.3 1.75 3.3 5.00 11.8 1 .99 0.70 5 5.563 5.50 12.1 3.25 8.5 2.88 1 7.2 2.00 5.0 5.50 19.2 99 1 1.14 6 6.625 6.50 16.5 3.50 12.5 3.13 1 11.4 1 2.00 7.4 6.50 24.0 99 I 1.68 8 8.625 7.75 1 33.1 4.25 21.8 3.88 j 17.8 2.00 10.0 7.75 51.8 1.181 1 3.51 10 10.750 9.00 61A 4.75 28.9 4.38 j 30.0 2.13 1 14.5 9.00 77.1 1259 j 26.0 NOTES: Allowable pipe end separation is for cut groove pipe for roll groove, figures will be one-half of the values listed at time of initial pressurization. d - Bolts and Nuts are galvanized. ' - Maximum pressure including surges and maximum end loads from all internal and external forces, to which a joint could be subjed under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure based on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. For dry systems, TRI Seal gaskets are recommended. EPDM gasket is supplied as standard. For other gaskets contact us. UL Listed Under File No. EX15591 PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: 1 Mv 60 Cohoes Ave. Green Island, NY '12183 Ph: (518) 270-2159 -,Fax: (518) 270-8384 www.gemlockgrooved.com . GROOVER FITTINGS.- SHORT PATTERN STYLES . Sized to improve flow Designed to Fire Protection Industry standards for short patterned fittings. a Rated for 300 lbs. operation with a 5 to 1 safety factor a Made of durable, high -strength ductile iron conforming to ASTM A536; every lot is metallurgically tested for compliance FLOW DATA - Fri[ .J Rov.,a (Erye54e0 as a9eivel 6:reynl Pja in FL) N-i-I 90' EAox 45' EIS Tee Sueh) STD F105 S"0 F105 8rax0 Re STD F107 STD j F107 1 1.7 1.4 0.9 0.9 4.4 4.0 1.7 1.4 114 2.3 1.8 12 1.0 5.8 4.2 2.3 1.8 1:S 2.7 2.5 1.3 1.3 6.7 5.5 2.7 i 2.5 2 3.4 3.2 1.7 1.6 8.6 0.2 3.4 2.5 2% 4.1 3.9 2.1 2.0 10.3 10.1 4.1 I 3.9 3 5.1 4.8 Z. 2.4 12.8 12S 5.1 1 4.8 4 a7 6.5 1 14 - 32 16.8 18.0 6.7 65 5 8.4 8.4 1 42 4.0 21.0 1 20.6 8.4 82 6 10.1 10.0 5.1' 4.8 25.3 24.0 10.1 9.6 8 13.3 110 07 6.5 33.3 310 130.3 13.0 Pipe 90 Elbow - No.1`105 45` Elbow - No.F106 Equal Tee - No.F107 Cross - No.F135 End Cap - No.F155 Nominal I Actual Size (In.) Size (In.) C to E in.) Approx. W9L E. (Ib.) C to E 1 Approx. WgL In.) Ea (Ib.) C to E In.) Approx. WgL Ea. (lb.) C to E In.) Approx. W9L Ea. (lb.) E to E 1 Approx. Wgt. in.) Ea. (lb.) 1S7 1.660 2.362 0.9 1.732 OS 2.362 LO 866 I 0.4 1 Pa i 1.900 2.362 1.1 1.732 i 0.9 2.362 1.5 866 0.5 2 j 2.375 2.755 1.3 2.007 I - 1.1 2.755 1.9 2.755 2.2 866 1 0.6 2:4 i 2.875 3.00 2.0 2.007 1 1.8 3.00 2.6 3.00 3.3 866 0.7. 3 1 3.500 3.5 2.6 2.519 1 2.2 3.5 4.2 3.5 5.1 866 1.1 4 4.500 4.00 5.1 2.992 1 4.0 4.00 6.6 4.00 7.5 99 1.8 5 5.563 4.803 6.8 3.543 1 6.4 4.803 9.0 4.803 13.7 99 2.9 6 6.625 5.50 12.8 3.74 I 9.3 5.50 20.9 5.5 19.7 99 1 4.2 8 8.625 6.80 22.7 4.881 1 16.3 6.95 32.9 7.047 34.4 1.181 1 7.9 NOTES: Allowable pipe end separation is for cut groove pipe for roll groove, figures will be one-half of the values listed at time of initial' pressurization. 0 - Bolts and Nuts are galvanized. * - Maximum pressure including surges and maximum end loads from all internal and external forces, to which a joint could be subject under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure hosed on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. For dry systems, TRI Seal gaskets are recommended. EPDM gasket is supplied as standard. For other gaskets contact us: cQQus L677D FM APPRM UL listed Under File No. EX15591 PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: m___ 7 0 DRAIN ELBOW- m D 0 Provides I ' NFF drain required on some fire protection stand pipes a Smoother flow than fabricated segmented steel elbows Made of ductile iton conforming to ASTM A536 Every lot is metallurgically tested to insure compliance Available with hot ped galvanized coating Pressure rating of I'I a Drain Elbow -Standard Style F100D Drain Elbow -Standard - Style F100D Pipe, Dimensions (In.) Approx. Wgt. Ea. lb.) Nominal Size (In.) Actual Size (In.) C to E H 2 2.375 3.25 2.75 3.8 2% 2.875 3.75 2.75 5.2 3 3.500 4.25. 2.75 5.3 4 4.500 5.00 2.75 8.8 6 6.625 6.50 2.75 18.7 FLOW DATA Equivalent Feet of Straight Pipe Nominal Size In.) 90' Elbow Short I STD Pattern 2 3.5 32 2D"z 4.3 3.9 3 5.0 4.8 4 6.8 6.5 6 10.0 10.0 Flow data is based upon the pressure drop of Sch. 40 pipe. t H Drain Elbow -Short Pattern Style F105D Drain Elbow -Short Pattern - Style F105D Pipe Dimensions (16.) Approx. Nominal I1ActualjCtoEH Wgt. Ea. lb.) Size (In.) I Size (In.) . I 2 I 2.375 2.75 2.00 1.0 211h 2.875 3.00 j 2.00 i 1.7 3 I 3.500 j 3.50 2.00 2.5 4 4.500 4.00 2.00 5.3 6 6.625 5.50 I 2.00 I 13.9 UL Usted Under File No. EX15591 NOTES: @ULAllowablepipeendseparationisforcutgroovepipeforrollgroove, figures will be one-half of the values listed at time of initial pressurization. cus 0 - Bolts and Nuts are galvanized. * - Maximum pressure including surges and maximum end loads from all internal and external forces, to FM which a joint could be subject under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure based 0 on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. For dry systems, TRI Seal gaskets are recommended. EPDM gasket is supplied as standard. For other gaskets contact us. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes l: Notes 2: 60 Cohoes Ave. Green Island, NY 12183 - Ph: (518) 270-2159 - Fax: (518) 270-8384 www.gemlockgrooved.com STANDARD CONCENTRIC REDUCER. STYLE 1140 All fittings are full flow design Pressure ratings of finings tested to an operating pressure of 500 psi Made of durable, high -strength ductile iron conforming to ASTM A536. Every lot is metallurgically tested for compliance Available with hot dipped galvanized coating See Style 140TM and 140TF for threaded outlet. C 4n C Style 140 C @UOLus us1En FM AMOS UL Listed Under File No. EX15591 Concentric Reducer - No.140 Nominal Size In.) E to E in.) Approx. Wgt. Ea. lb.) 11/ax1 2.50 0.6 I % x 1 2.50 0.8 2x1 2.50 0.7 2 x 1 % 2.50 1.2 2 x 1 Yi 2.50 1.0 21.4 x 1 2.50 3.6 254 x 11/. 2.50 3.3 2Y,x1Y2 2.50 3.6 2Y2x2 2.50 3.9 3 x 1 2.50 1.3 3 x 14 2.50 3.0 3 x I % 2.50 5.1 3 x 2 2.50 1.6 3x2Ya 2.50 1.8 4 x 1 3.00 3.0 4x1A 3.00 4.6 4 x 1 Y4 3.00 6.9 4 x 2 3.00 2.4 4x2Y: 3.00 2.7 4 x 3 3.00 3.2 5 x 2 4.02 4.6 Concentric Reducer - No.140 Nominal Size In.) i E to E in.) i I Approx. 1 Wgt. Ea. l (lb.) 5x21h i 4.02 l 4 5x3 -t 4.02 1 4 5z4 4.62 i 4 6 x 2 I 4.02 i 4 6x2Vi 1 4.02 I 4 6x3 j 4.02 i 4 . 6X4 4.02 i 4 6x5 4.02 I 4 8x3 5.00 l 9.3 8x4 j 5.00 j 10.4 8x5 5.00 i 13.7 8 x 6 I 5.00 14.3 10 x 3 j 6.10 2.8 10 x 4 6.10 I 13.0 10 x 5 6.10 I 13.2 10x6 i 6.10 i 74.1 10X8 i 6.10 1 16.5 NOTES: Allowable pipe end separation is for cut groove pipe for roll groove, figures will be-onir half -of the values listed at time of initial pressurization. 0 - Bolts and Nuts are galvanized. * - Maximum pressure including surges and maximum end loads from all internal and external forces, to which a joint could be subject under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure based on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. For dry systems, TRI Seal gaskets are recommended. EPDM gasket is supplied as standard. For other gaskets contact us. PR03ECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: 60 Cohoes Ave. Green Island, NY 12183 • Ph: (518) 270-2159 • Fax: (518) 270-8384 www.gemlockgrooved.com t [AlH 14 NN Vi 14'11A 111 W All fittings are full flow design Pressure rulings of fittings tested to an operating pressure of 500 psi Made of durable, high strength ductile iron conforming to ASTM A536. Every lot is metallurgically tested for compliance Available with hat dipped galvanized coating F to 1= Eccentric Reducer - No.145 Add TF after part number for Internal or TM for External threaded outlet. Nominal Size In.) E to E in.) f Approx. I Wgt. Ea. lb.) 2 x 1 %4 9 I 4.6 2x1'A2 9 j 4.6 2'/2 x 2 9.5 1.4 3x1'/4 9.5 4.8 3 x 11/2 9.5 5.0 3 x 2 9.5 1.8 3 x 2'/2 9.5 I 1.6 4 x 2 10 I 2.6 4 x 21/2 10 2.8 4 x 3 10 3.3 5x2 11 5.2 5 x 21/2 11 10.8 5 x 3 11 I 11.0 5 x 4 11 5.1 6 x 2 11.5 i 14.5 6x2'k 11.5 14.1 6x3 11.5 14.9 6 x 4 11.5 I 6.6 6 x 5 11.5 i 9.4 8 x 3 12. I 22.0 8 x 4 12 22.9 8 x 5 12 26.5 B x 6 12 I 30.8 10 x 3 13 29.7 10 x 4 13 i 31.9 10 x 5 13 34.6 10 x 6 13 I 36.5 10 x 8 13 38 NOTES: Allowable pipe end separation is for cut groove pipe for roll groove, figures will be one-half of the values listed at time of initial pressurization. c UL us 0 - Bolts and Nuts are galvanized. * - Maximum pressure including surges and maximum end loads from all internal and external forces, to `= which a joint could be subject under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure based ,av a on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. For dry systems, TRI Seal gaskets are recommended. EPDM gasket is supplied as standard. For other gaskets contact us. UL listed under File No. EX15591 PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: 60 Cohoes Ave. Green Island, NY 12183 • Ph: (518) 270-2159 • Fax: (518) 270-8384 www.gemlockgrooved.com Designed to conned ANSI (lass 125 or 150 flanged components to a grooved piping system Made of a ductile iron conforming to ASTM A-536. Every lot is metallurgically examined to insure compliance a Provided with EPDM rubber gasket as standard, suitable for -30' F to 150' F (-34' C to 1100 Available with hot dipped galvanized coating as optional Pipe Max Working pressure psi)' Number and Bolt Size Sealing Surface (In.) Dimensions (In.) i Approx. Nominal j Actual Size { Size X Min. Y Max. I A i ANSI B wt. C Each I ( lb.) ANSI2" 2.375 300 4-5/8 x 21/z 3.09 2.42 [ 8.110 4.763 0.866 i 3.0 2Yz" i 2.875 300 4-5/8 x 3 3.58 2.92 ': 9.055 5.511 0.866 4.2 3" 1 3.500 300 4-5/8 x 3 4.21 3.56 i 9.527 5.984 0.944 4.4 4" 4.500 300 8-5/8 x 3 5.26 4.57 I 11.023 7.519 0.944 i 8.4 5' ; . 5.563 300 8-1/4 x 3'/z 6.41 5.65 I 12.795 8.503 0.964 I 9.0 6" 6.625 300 8-3/4 x 31/z 1 7.48 1 6.71 i XX.110 X.763 X.866 10.4 8" I 8.625 300 8--/4 x 3'/z 9.58 1 8.70 i 16.311 11.751 1 1.181 19.8 c @ us Lam fM APPWO UL Listed Under File No. 0(15592 NOTES: Allowable pipe end separation is for cut groove pipe for roll groove, figures will be one-half of the values listed at time of initial pressurization. 0 - Bolts and Nuts are galvanized. * - Maximum pressure including surges and maximum end loads from all internal and external forces, to which a joint could be subject under normal working conditions. This rating provides a nominal safety factor of 1.5 times working pressure based on standard weight steel pipe. Maximum working pressure may be subjected to a one time field test of 1.5 times the figures indicated. Refer to installations and groove specifications when assembling any grooved product. For dry systems, TRI Seal gaskets are recommended. EPDM gasket is supplied as standard. For other qaskets contact us. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: F-i _ 1 i tar- e ® • ® Fire Products Division of Anvil' International m CSF1F/F;N!30Ductile Iron _ s i s , a i . Ductile iron threaded fittings are UL & ULC Listed & I Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B16.3 Class 150. a I Threads are NPT per ANSI/ASME B1.20.1. I NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron i fittings should be lightened three turns beyond hand right, but no more than four turns. 9 U. gqqFM i s Nominal Anvil Item Universal Mox. Working Dimensions - In.tmm) Approx. Size Number Number pressure ` Wt. Each A B PSI(kPd)r In.'(mm) Iri.(mm) 1 840000004 DB90033 S00 1.50 1.50 0.62 20 3450 38.10 38.10 0.18 1 t o 840000012 OB90044 500 1.75 1.75 0.90 31 3450 44.45 1 44.45 0.41 142 840000020 D890055 S00 1.94 1.94 1.20 40 3450 49.276 49.216 0.54 2 840000038 OB90066 1 500 2.25 2.25 1.85 50 3450 1 57.15 57.15 0.84 UL, ULC & FM Pressure Ratings For additional listings and approvals, see the technical data section. SPF Cast & Ductile Iron Fittings i www.anuilstar.com APPROVED For Listing/Approval Details and Limitations visit our Web Site wwmanvilintl.com or contact an Anvilb/AnvilStarT" Sales Representative. i<—A ' - t c Ir B y7r4-y i i I I REV. 05.23.06-0010 A-w--ALStar- 11 Fire Products Division or Anvil'. International ' sP iArvvf Ductile Iron a Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. a Ductile iron per ASTM-A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Class 150. Threads are NPT per ANSI/ASME B1.20.1. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening con cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond pond tight, but no more ikon four turns. U. ULC FM APPROVED ae a Nominal Anvil Item Universal Max. - Dimensions Working: Approx. Size Number Number Pressure Wt. Each A 8 In.(mm) P31(kPa) n :Imm) In (mmj` 16s:%ky) •. 1 x 1a 840001036 0890031 500 1.26 1.36 0.44 25 x 15 3450 32.00 34.54 0.20 1 x 34 840001044 DB90032 500 1.37 1.45 0.52 15 x 10 3450 34.79 36.83 0.24 11,4 x IQ 840001051 BB90041 500 1.34 1.53 0.64 320515 34550 34.03 38.86 0.29 1'A x 34 840001069 DB90042 500 1.45 1.62 0.72 32 x 20 3450 36.83 41.14 0.33 11r4 x 1 840001077 DB90043 500 1.58 1.67 0.75 32 x 25 1 3450 40,13 42.41 0.34 11,2 If 1 840001085 D990053 500 1.65 1.80 0.92 40 x 25 3450 1 41.91 45.72 0.42 1!'?x1l:a 840001093 DB90054 500 1.82 1.88 1.08 40 x 32 3450 46.22 47.75 0.49 1 x 1,2 840001101 DB90061 500 1.49 1.08 1.08 50 x 15 3450 37.84 47.75 0.49 2 x 3,4 840001119 DB90062 500 1.60 1.97 1.24 50 x 20 3450 40.64 50.03 0.56 2 x 1 840001127 DB90063 500 1.73 2.02 1.40 50 x 25 3450 43.94 51.30 0.64 2 x 1 t4 840001135 DB90064 500 1.90 2.10 1.52 50022 3450 48.26 53.34 0.70 2 x 11,7 1 840001143 DB90065 500 2.02 2.16 1.65 501 1 1 3450 51.30 1 54.86 1 0.75 UL, ULC & FM Pressure Ratings For additional listings and approvals, see the technical data section. For Listing/Approval Details and Limitations visit our Web Site www.anvilintLcam or contact an Anvlte/AnvilStaff Sales Representative. B- t . 1 - c.x(:_s M1S SPF Cast & Ductile Iron Fittings www.atnvilstar.¢otm „,,.,.,.. I REV. 05.23.06-0012 UL, ULC & FM Pressure Ratings For additional listings and approvals, see the technical data section. I I -vL Fire Products Division of Anvil" International I Ductile Iron I Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B16.3 Class 150. - Threads are NPT per ANSI/ASME B1.20.1. NOTICE Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more lhan four turns. UL gULq FM APPROVED For Listing/Approval Details and Limitations visit our Web Site www.anvilinti.com or contact an Anvil'/AnvilStarm Sales Representative. SPF Cast & Ductile Iran Fittings www.anuilstar.com REV. 05.23.06-0011 A riviLa Fire Products Division of Anvil" International - SPF/ RNVIL: Ductile iron a Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45 12. Dimensions conform to ASME B16.3 Class 150. Threads are NPT per ANSI/ASME B1.20.1. NOTICE: Ductile iron finings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should 6e tightened three tums beyond hand tight, but no more than four turns. Ph uL FM APPROVED For Listing/Approval Details and Limitations visit our Web Site www. anvilinfl.com or contact an Anvil°/ AnvilSlaff Sales Representative. Nominal Anvil Item Universal Max. Working Dimensions Approx. Size Number Number PressureWt. Each A B 1 840003164 DT333 500 1.50 1.50 0:85 B T F P5 3450 38.10 38.10 0.39 11.4 840003172 DT444 500 1.75 1.75 1.22 _ 32 3450 44.45 44.45 0.55._......;.. 14z 840003180 DT555 S00 1.94 1 1.94 1.55 i 71tcn A077 e9 97 n7n A—i•i—A — UL, ULC & FM Pressure Ratings For additional listings and approvals, see the technical data section. SPF Cast & Ductile Iron Fittings www.anvilstar.com REV. 05. 23.06-0013 A-r*-jViL B `far Fire Products Division of Anvil' International Ductile iron lei Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45 -12. Dimensions conform to ASME B 16.3 Class 150. Threads are NPT per ANSI/ASME B1.20.1. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, U over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand light, but no more than four turns. V U. L ULC A B APPROVED For Listing/Approval Details UL, ULC & FM Pressure Ratings and Limitations visit our Web Site For additional listings and approvals, see the technical data section. www.anvilinti.com Or contact an Anvi[O/Anvi[Staff Sale" Representative. MEOW., -4-Brf 77MT77 Ego= Max. Nominal Anvil Item Universal Max. Dimensions Approx. Nominal Anvil Item Universal Working DimensionsWorking Approx. Size Number Number Wt. Each A 8 1 CPressure P.,(frim)-, 14 Par) Ps k ooiaw ic(lora) g I X,;? x 1 840004196 0`1313 500 50 1.36 1.50 0.64 15x 15r25 3450 38.10 34.54 38.10 0.29 1 X 4 X 1 840004204 DT323 500 LSO 1.45 1.50 0.73 25Y 20x25 3450 38.10 36.83 38.10 0.33 I x I x "2 8400042121 P1331 500 1.26 1.26 1.36 0.71 Ei2 x IS 3450 32.00 32.00 34.S4 0.32 I If I x '4 8400042201 OT332 500 1.37 1.37 1.45 0.76 25x 3450 1 34.80 34.80 1 36.83 0.34 1 x I x 11,4 840004238 OT334 500 1.67 1.67 1.58 0.98 25 x 25 x 32 3450 4741 42.41 40.13 0.44 1 x I x Va 840004246 D1335 500 1.80 1.80 1.65 1.16 25x 2Sx 40 3450 45.72 45.72 41.91 O.S3 li4 x I x Ti- 840004253 OT431 SOO 1.34 1.26 1.53 0.82 Xi 3450 3450 34.0434.04 1 32.00 38.16 0.37 1 Wifis4 840004261 OT432 500 1.45 1.37 1.62 0.90 32x 25x 20 34SO 36.83 34.80 41.15 0.41 M , I x I B40004279 DT433 SOO 1.58 1.50 1.67 1.00 32x 25 x 25 N-0004287 3450 40.13 38.10 42.42 1 0.4S 1'A X I X DT434 500 1.75 1.67 1.75 1.08 32 x 25 x 32 42.42 4445 0.49 1 Ii4 x I x 11,7 8460042-95 DT435 500500 1 . 81.88 1.80 1.82 1.42 32 r40 3450 47.75 45.72 46.22 0.64 IT" x 1 "4 x la 840004303 01441 500 1.34 1.34 1.53 0.86 32x32x 15 3450 34.04 34.04 38.86 0.39 11,4 x 11,;4 x 4;4 840004311 OT442 500 1-45 1.45 1.62 0.92 32 x 32 x 20 3450 36.83 36.83 41.15 0.42 17,4 x P..-4 x 1 840004329 OT443 500 1.58 1.58 1.67 0.95 32 x 32 Y 25 3450 40.13 40.13 42.42 0.43 1 ,4 x 1 '.;4 x 17,7- 94000 43337 DT445 500 1.98 1.88 1.82 1.45 32 Y 32 x 40 3450 47.75 47.75 46.22 0.66 P.-4 x 1 ,4 x 2 840004345 DT446 SOO 2.10 2.10 1.90 1.75 32 x 32 x 50 3450 S3.34 S3.34 48.26 0,79 IT,2 x 1 x .2 840004352 DT531 500 1.41 1.34 1.66 0.95 40x25x 15 3450 35.81 34.04 42.16 0.43 1 li2 x I x ?-4 840004360 DT532 500 1.52 1.37 1.75 1.14 40x25x20 3450 38.61 34.80 44.45 0.52 I"? X I x 1 840004378 DT533 500 1.65 1.50 1.80 1.17 40x25x25 3450 41.91 38.10 45.72 0.53 1 li2 x I x I T--4 840004386 OT534 500 1.82 1.67 1.88 1.34 4 x11,32 3450 46.23 42.42 47.75 0.6111a .2 x I x 1 ri2 840004394 DT535 500 1.94 1.80 1.94 1.45 1 Irl x-40 3450 49.28 45.72 49.78 0.66140rIi2xr,.4 , z 840004402 4 500 1.41 1.34 1.66 1.05 40 x 32 x 5L 3450 358) 34.04 42.16 0.48 1T2 XM4 X 4D.D44 '0 H542 500 1.52 1.45 1.75 1.15 1 40 02 x 3450 38.61 36.83 44.45 1 0.52 Size Number Number Pressure - Wt. Each A 7--B I Psj k mra) 1h. onm! 4a'- (niin) I !;? x 14 x 1 840004428 D1543 500 1.65 1.58 1,80 1.25 40x32x25 2 3450 41.91 40.13 45.72 0.57 1 r/i-x-1T;4 x 840004436 OTS46 500 2.16 2.10 2.02 1.90 40 x 32 x 50 3450 54.86 S3.34 51.30 0.86 N?-x-i r-7-x ,? Tn-oum DT551 500 1.41 1.41 1.16 LIS- 40x 40x 15 x] 3450 35.81 35.81 29.46 0.52 1 Fa r,?-xT-4-- 840004451 DT552 500 1.52 1.52 1.75 1.24 40Y40x20 3450 38.61 30.61 44.45 056 Nx 1,2xl 840004469 DT553 500 1.65 1.65 1.80 1.30 40 x 11 21 3450 41.91 41.91 45.72 0.59 x IF X71; 840004477 OT554 500 1.82 1.82 1.88 1.4B 40 x 40 x 32 3450 46.23 46.23 47.75 0.67 1 Fa -x IT2 x 2 840004485 D1556 500 2.16 2.16 2.02 1.98 40 x 40 x 50 3450 54.86 54.86 1 51.30 0.90 2 x I x 2 840004493 OT636 500 2.25 2.02 2.25 2.15 50 x 25x 50 3450 57.15 51.31 57.15 0.98 2 x 1,4 x 2 840004501 OT646 500 2.25 2.10 2.25 2.30 50 x 32 x 50 3450 57.15 5334 57.15 1.04 2 x Ira x-F2-- 840004519 OT651 500 1.49 1.41 1.88 1.50 50X40X 15 1 3450 37.85 35,81 47.75 0.68 2 x 11,?x -4 040004527 DT652 500 1.60 1.52 1.97 1.62 50x40x20 1 3450 64 38.61 50.04 0.73 8400045351 DT653 500 1.73 1.65 2.02 1.64 50 3450 43.94 41.91 51.31 0.74 2 x I Fa x I rit 840004543 DT654 500 130 1.82 2.10 1.80 L0 ! 4101 3450 48.26 46.23 53.34 0.82 r--- F 2,1 ,2x I , 840004550 OT655 500 2.02 1.94 2.16 2.00 50 x 40 x 40 3450 51.31 49.28 54.86 0.91 2 x 11.2 x 2 840004568 D1656 500 2.25 2.16 2.25 2.35 50 X 40 X 50 3450 57.15 54.86 57.15 L07 r- 2x2xa840004576 D1661 500 1.49 1.49 1.88 1.60 50X50K 15 3450 37.85 37.85 47.75 0.73 T- 2x2x ;a840004584 DT662 500 1.60 1.60 1.97 1.68 50 X 50 X 20 3450 1 40.64 40.64 50.04 0-76 2 x 2 x 1 840004592 DT663 500 1.73 1.73 2.02 1 AS- 50 r 50 x 25 1 3450 43.94 43.94 51.31 0.84 2 x 2 x 11,4 1 840004600 DT664 500 1.90 1.90 2.10 2.04 50x50Y32 3450 44.45 42.42 44.45 0.93 2 x 2 x 11,7 840004618 OT665 500 2.02 2.02 2.16 2.18 50x50x40 3450 44.45 4242 44.4 099 2 x 2 x 2 2 OT667 1 500 2.60 2.60 2.39 3.61 50x 50r 65 3450 44.45 44.45 164 2, 2x2x , OT762 500 1.74 1.60 2.32 2.28 65 50 0 3450 4 103 SPF Cast & Ductile Iron Fittings www.anvilstar.com REV. 05.23.06-0014 WALStar- Fire Products Division of Anvil` Intemalional o r% _L:1._ A... LJUUU, 1:1e Irci- l Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B16.3 Class 150. Threads are NPT per ANSI/ASME B1.20 J.. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron linings -should be tightened three turns beyond hand tight, but no more than four turns. UL ULC FM APPROVED B 7Nominaldnvitltem Universal Max. Working Dimensions Approx. Wt. EachNumberNumberPressure' A 8 In. (mm) L6s`:(kg) 1 x 1 x 1'A 840004238 DT334 500 1.67 1.67 1.58 0.98 25 x 15 x 31 3450 42.41 42.41 40.13 0.44 1 x 1 x 11,2 840004246 DT335 000 1.80 1.80 1.65 1.16 15 x 15 x 40 3450 45.72 45.72 41.91 0.53 11A x 1 x 1'.2 840004295 DT435 S00 1.88 1.80 1.82 1.42 31 x 25 x 40 3450 47.75 45.72 46.22 0.64 11a x 1'.A x 11a 840004337 DT445 500 1.88 1.88 1.82 1.45 31 x 32 x 40 3450 47.75 47.75 46.21 0.66 1'A x 1'A x 2 840004345 DT446 500 2.10 2.10 1.90 1.75 31 x 32 x SO 3450 53.34 53.34 48.26 0.79 I'a x 1'A x 2 840004436 DT546 S00 2.16 2.10 2.02 1.90 40 x 32 x SO 3450- 54.86 53.34 51.30 0.86 1':2 x 11:2 x 2 840004485 DT556 500 2.16 2.16 2.02 1-98 40 x 40 1 3450 54.86 54.86 51.30 0.90 UL, ULC & FM Pressure Ratings For additional listings and approvals, see the technical data section. For Listing/Approval Details and Limitations visit our Web Site www.anvilinti.com or contact an Anvll9/AnvilStarm Sales Representative. A B I C SPF Cast & Ductile Iron Fittings www.anvilstar.com REV 05.23.06-0015 I j SPF/ANVIL" I' to r- Fire Products Division of Anvil' International Ductile iron r D Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B16.3 Class 150. Threads are NPT per ANSI/ASME B1.20.1. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Oudile iron fiNings should be tightened three turns beyond hand Iight, but no more than (our turns. UL gp& FM D Nominal Anvil Item Universal Max. Working Dimensions Approx. Size Number Number Pressure' Wt. Each A B PSl(kPa) PSf ONIn. mm) ;' In '(min);; 16s'(kg) 1 840006647 DX033 S00 1.50 1.50 0.98 25 3450 38.10 38.10 0.44 144 640006654 OX044 500 1.75 1.75 1.50 37 3450 44.45 44.45 0.48 lla 840006662 DX055 S00 1.94 1:94 1.90 40 3450 49.27 49.27 0.86 2 840006670 DX066 500 2.25 2.25 2.95 50 3450 57.15 57.15 1.34 I1.4 x 1 840007678 OX043 500 1.58 1.67 1.27 32 x 15 3450 40.13 42.41 0.58 11a x 1 840007686 DX053 500 1.65 1.80 1.48 40 x 25 1 3450 41.91 45.72 0.67 2 x 1 840007694 DX063 500 1.73 2.02 2.10 50 x 25 3450 1 43.94 1 51.30 0.95 UL, ULC & FM Pressure Ratings For additional listings and approvals, see the technical data section. SPF Cast & Ductile Iron Fittings APPROVED For Listing/Approval Details and Limitations visit our Web Site we manvilinll.com or contact an Anvil°/AnvilStarm Sales Representative. I-B--.-B I A A i• r' I www.anvilstar.com ,,, 16 E REV. 05-23.06.0016 Fire Products Division of Anvil' International sPF Ductile iron Ductile iron threaded fittings are UL,& ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A5.36 Class 65-45-12. Dimensions conform to ASME B16.3 Class 150. _ Threads are NPT per ANSI/ASME B1.20.1. NOTICE; Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron q finings should 6e lightened Three turns beyond hand right, but no more Ihan four turns. 9 I U. U C FM i APPROVED , a e For Listing/Approval Details Nominal Anvil Item • Universal Max. Working Dimensions Approx. - and Limitations visit our Web Site www.anvilintl.comorcontaclan ¢ Size Number Number Pressure A Wt. Each Anvil"/AnvilStaff Sales Representative. In (mmJ PSI(kPal . In. (rrim) tbs..(kg1 I 1 x 1r2 840010755 DRC031 S00 1.69 0.39 25 x 15 3450 42.91 0.18 I 1 z ai840010163 DRC032 S00 1.b9 0.53 ` 25 x 20 3450 42.92 0.24 i A UL, ULC & FM Pressure Ratings For additional listings and approvals, see the technical data section. u r SPF Cast & Ductile Iron Fittings wim.anvilstar.colm C , .__••._,•'' REV. 05.23.061D017 n SPF/FitUVIL' i B r- iFireProductsDivisionofAnvil` International I Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. I Dimensions conform to ASME B16.3 Class 150. Threads are NPT per ANSI/ASME B 1.20.1. j NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron j fittings should be tightened three turns beyond hand tight, but no more than four turns. L ULC FM e Nominal Anvil Item Universal Dimensions Approx. WI. Size Number Number A Each 7n4mfn) 1 840008692 K1.033 1.67 0.40 25 42.42 0.18 11a 840008700 DCL044 1.93 0.57 32 47.02 0.26 llz 840008718 OCLO55 2.15 0.75 40 54.61 0.34 2 840008726 DCL066 2.53 1.15 50 64.26 1 0.52 For additional listings and approvals, see the technical data section. APPROVED For Listing/Approval Details and Limitations visit our Web Site www.anvilinti.com or contact an Anvil@/AnvilStarm Sales Representative. SPF Cast & Ductile Iron Fittings www.anvilstar.corn 6,(7W )) AWI.L. P.EV. 05.23.06-0018 A-N—vIlLstar- Fire Products Division of Anvil' International Ductile Iron f Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Appro I ved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Class 150. Threads are NPT per ANSI/ASME B1.20.1. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe Threads which may cause leakage. Dudile iron fittings should be tightened three turns beyond hand light, but no more than four tums. U. L U M LOq F APPROVED For Listing/Approval Details and Limitations visit our Web' Site www.anvilinti.com or contact an Max. A..,.. Anvil%nvl[Staff Sales Representative. Ul, ULC & FM Pressure Ratings . For additional listings and approvals, see the technical data section. A SPF Cast & Ductile Iron Fittings www.anvilstar.com REV. 05.23.06-0019 SPF/RNV>L: I A- - W-OL S tar Fire Products Division or Anvil` International r o Ductile iron threaded fittings are UL & ULC Listed & Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME B 16.14 Threads are NPT per ANSI/ASME B1.20.1. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no more than four turns. U. U`C FM APPROVED Nominal Anvil Item Size Number Universal Number Dimensions Style Approx. Wt. Each A B M (mm) In. fmrn)_ 1 x to 840600001 DBUSH31 0.75 0.25 1.42 Outside 0.22 25 x 15 19.05 6.35 36.06 0.10 1 x?; 840600019 DBUSH32 0.75 0.25 1.42 Outside 0.17 15 x 20 19.05 6.3S 36.06 0.08 11n x 1 840600027 DBUSH43 0.80 0.28 1.76 Outside 0.28 32 x 25 20.32 7.11 44.70 0.13 1 to x 1 840600035 DBUSH53 0.83 0.31 2.00 Outside 0.45 40 x 15 21.08 7.874 SO.80 0.20 1 to x 11r4 840600043 OBUSH54 0.83 0.31 2.00 Outside 0.30 40 x 32 21.08 7.874 50.80 0.14 2 x 1 840600050 DBUSH63 0.88 0.41 1.95 Inside 0.61 50 x 25 1235 10.414 49.S3 0.30 2 x 11i4 840600068 BSUSH64 0.88 0.34 2.48 Outside 0.73 50x31 1 1 22.35 8.636 62.99 0.33 2 x 11,2 840600076 1 OBUSH65 0.88 0.34 2.48 Outside 0.61 SO x 40 21.35 8.636 61.99 0.28 For additional listings and approvals, see the technical data section. 1 I 1 SPF Cast & Ductile Iron Fittings L; For Listing/Approval Details and Limitations visit our Web Site www.anvilinti.com or contact an Anvil°/AnvilStar- Sales Representative. F77F7771 B y t ... A Inside Head r B A Outside Head www.anuilstar.com REV. 05.23.06-0020 i 1 meGu ':Flcl ' PEARS, Cp-WiFIRE SPRINKLER:- PIPING PRODUCTS TECHNI-C'', INFORMATI W: S & T D I MENS ITFI:PR19~ e j. r e A g January 2,2'0 SUPERSEDESALL PREVIOUS EDITIONS 4 Ilky NEMRt A , ER r 304 Py Visit our web site FIameGUard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS i a TEE Socket x Socket x Socket t M-- I H I I 1-- - L G-I Part Number Size G H L M Approx. Wt. (Lbs.) 4201-007 314 9/16 1-1/2 2-31/32 1-5/16 11 4201-010 1 13/16 1-13/16 3-5/8 1-5/8 20 4201-012 1-1/4 15132 2-3/32 4-7/32 2 29 4201-015 1-1/2 1-5132 2-9/16 5-3/32 2-11/32 54 4201-020 2 1-13/32 2-15/16 5-7/8 2-7/8 86 4201-025 2-1/2 1-23/32 3-1/2 7 3-15/32 1.62 4201-030 3 2-1/16 3-15/16 7-7/8 4-3116 3.02 REDUCING TEE Socket x Socket x Socket M1 Hl T— MM2 i G1 IF G2 H H2 L Part Number Size G G1 G2 H H1 H2 L M M1 M2 Approx. Wt. Lbs.) 4201-102 3/4x3/4xl 3/4 25/32 314 1-11/16 1-13116 1-11/16 3-3/8 1-5/16 1-21/32 1-5/16 13 4201-125 10143/4 21/32 13/16 518 1-25132 1-13/16 1-5/8 3-13/32 1-17/32 1-5/16 1-5/16 15 4201-126 10/41 3/4 1-7/8 1-3/32 1-27/32 2-31/32 1-31/32 3-13/16 1-23132 1-23/32 1-13/32 26 4201-131 lxlx3/4 21/32 13/16 21/32 1-25/32 1-13116 1-25/32 3-9116 1-5/8 1-5/16 1-5/8 16 4201-157 1-1/410/4 11/16 1-1132 11/16 1-15/16 2-1/32 1-13/16 3-25132 2-3132 1-13132 1-23/32 32 4201-158 1-1/4xlxl 27132 29132 25/32 2-1/16 2-1/32 1-29/32 3-15116 1-31/32 1-5/8 1-5/8 24 4201-159 1-1/4xlxl-1/4 31/32 31/32 31132 2-7/32 2-7/32 2-3/32 4-11/32 2-3132 2-3/32 1-23/32 35 4201-167 1-1/41-1/43/4 21/32 1 21/32 1-29/32 2 1-29/32 3-13/16 2 1-5116 2 22 4201-168 1-1/41-1/41 13/16 31/32 13/16 2-1/16 2-3/32 2-1/16 4-1/8 1-31/32 1-21/32 2 24 4201-169 1-114x1-1/4x1-1/2 1-1/8 15/16 1-1/8 2-3/8 2-11132 2-3/8 4-3/4 2-3132 2-11/32 2-3/32 51 4201-201 1-1/2xl-1/4x3/4 11/16 1 114 2-1116 2 1-15/16 4 2-5/16 1-3/8 2-1116 41 4201-202 1-1/2xl-1/4xl 27/32 1-1/32 1 2-7132 2-5/32 2-1/4 4-15/32 2-5/16 1-11/16 2-1/16 42 4201-210 1-1/20-1/20/4 23/32 1-1/16 23/32 2-3/32 2-1/32 2-3/32 4-3/16 1 2-5/16 1-3/8 1 2-5116 37 4201-211 1-1/2xl-1/2xl 13116 1-3/16 13116 2-3116 2-1/4 2-3116 4-3/8 2-11/32 1-23/32 2-11/32 41 4201-212 1-1/20-1/2xl-1/4 1 1-1/8 1 2-3/8 2-11/32 2-3/8 4-13/16 2-11/32 2-3/32 2-11132 48 4201-213 1-1/2xl-1/2x2 1-5/16 1-1/8 1-5116 2-11116 2-21132 2-11/16 5-3/8 2-11/32 2-27/32 2-11/32 72 MADE IN THE U.S.A. 2 k SPEARS Flame%usard® CPVC FIRE SPRINKLER PIPING PRODUCT'S REDUCING TEE (continued) Socket x Socket x Socket t IH1MI. M2 Gt GH-H22 - L Part Number 11 Size G G1 G2 H H1 . H2 L M .. M1 M2 Approx. Wt. Lbs.) . 4201-248 2x2x3/4 11/16 1-13/32 11116 2-7/32 2-7/16 2-7/32 4-7116 2-27/32 1-3/8 2-27/32 52 4201-249 2x2xl 27/32 1-7/16 27/32 2-11132 2-9/16 2-11/32 4-23/32 2-7/8 1-3/4— 2-7/8 57 4201-250 2x2xl-114 1 1-11/32 1 2-17/32 2-19/32 2-17/32 5-3/32 2-27/32 2-3/32 2-27/32 63 4201-251 2x2xl-112. 1-7/32 1-13/32 1-7/32 2-11/16 2-25/32 2-11/16 5-3/8 2-27/32 2-11/32 2-27/32 85 4201-289 2-12x2-1/2x1 29/32 25132 29/32 2-21/32 1-29/32 2-21/32 5-5116 3-1/2 1-23/32. 3-1/2 1.03 4201-290 2-1/2x2-1/2xl-1/4 1-3/32 1-23132 1-3/32 2-27132 2-31/32 2-27/32 5-21/32 1 3-17/32 2-3/32 3-17/32 1.13 4201-291 2-1/2x2-1/2xl-1/2 1-3/16 1/2 1-3/16 2-15/16 1 1-7/8. 2-15/16 5-7/8 3-15/32 2-11/32 3-15/32 1.26 4201-292 2-12x2-1/2x2 1-13/32 1-5/8 1-13/32 3-3/16 3-118 3-3/16 6-11/32 3-1/2 3-7/8 3-1/2 1.34 4201-335 URI 7/8 1-15/16 7/8 2-3/4 3-1/16 2-3/4 5-15/32 4-3/16 1-23/32 4-3/16 1.26 4201-336' 3x3xl-1/4 1-3/8 1-3/4 1-3/8 3-5/16 3-1/2 3-5/16 6-5/8 4-1/8 2-7/8 4-1/8 1.94 4201-337 W-12 1-5/32 2-1/16 1-5/32 3-1/32 3-7/16 3-1/32 6-3132 4-3/16 2-3/8 4-3/16 1.46 4201-338 3x3x2 1-7/16 1-13/16 1-7/16 1 3-5/16 1 3-5/16 3-5/16 6-19/32 4-3/16 2-7/8 4-3/16 1.69 4201-339 3x3x2-1/2 1-3/4 1-31/32 1-3/4 3-5/8 1 3-23/32 3-5/8 7-1/4 4-3116 3-17132 4-3/16 2.11 Branch Outlet Sized with Bushing TorqueSafeTM SPRINKLER HEAD TEE Gasket Sealed Brass M1 Thread Insert Style G1f—! Socket x Socket x Gasket FIPT With Elastomer Seal - Use NO Thread Sealant tHI M t - G 1 G2 H H2 L Part Number Size G G1 G2 H H1 H2 L M M1 M2 Approx. Wt. (Lbs.) 4202-101 G 314041/2 7/16 1-3/16 7/16 1-7/16 1-7/16 1-17/32 2-29/32 1-3/8 1-3/8 1-3/8 22 4202-124 G 10/412 7/16 1-11/32 9/16 1-9/16 1-11/16 1-9116 3-1/8 1-11116 1-3/8 1-3/8 26 4202-130 G 1xt02 7/16 1-11/32 1 7/16 1-9/16 1-11/16 1-9/16 3-1/8 1-23/32 1-3/8 1-23/32 28 4202-166 G 1-1/4xl-1/4xl/2 7/16 1-5/8 7/16 1-11/16 1-15/16 1-11116 3-3/8 2-1/16 1-3/8 2-1/16 34 4202-209 G 1-12x1-12x1/2 112 1-13116 1/2 1-7/8 2-3/32 1-7/8 3-3/4 2-11/32 1-3/8 2-11/32 41 4202-247 G 2x2xl2 1/2 2-1/16 1/2 2 2-11/32 2 4-1/32 2-27/32 1-3/8 2-27/32 54 Not intended to convey or dispense water for human consumption through drinking or cooking 3 SPEARS° MANUFACTURING COMPANY i FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS i SPRINKLER HEAD TEE Brass Thread Insert Style Socket x Socket x Fipt M t--M1-• I F- G1 H 1 L - M2 G G2 HH— H2 L Part Number Size G G1 G2 H H1 H2 L M M1 M2 Approx. Wt. (Lbs.) 4202-101 3/40141/2 7/16 1-5/32 7/16 1-7116 1-17/32 1-7/16 2-29132 1-3/8 1-7/32 1-3/8 27 4202-124 10/40/2 7/16 1-11132 9/16 1-9/16 1-11/16 1-9/16 3-1/8 1-11/16 1-3/8 1-3/8 26 4202-130 WOO 7/16 1-7132 7/16 1-9/16 1-25/32 1-9116 3-1/8 1-3/4 1-3/16 1-314 26 4202-010 1x1x1 11116 1-3/32 11/16 1-13/16 1-29/32 1-13/16 3-19/32 1-23/32 1-23/32 1-23132 37 4202-156 1-1/4xlxl/2 7/16 1-15/32 9/16 1-11116 2-1/32 1-11116 3-3/8 2-3132 1-7/32 1-3/4 30 4202-166 1-1/41-1/40/2 7/16 1-1/2 7116 1-11/16 2-1/16 1-11/16 3-13132 2-3/32 1-3/16 2-3/32 32 4202-199 1-112xl-1/40/2 1/2 1-5/8 1 9/16 1-7/8 2-3/16 1-13/16 3-11/16 2-5/16 1-7/32 2-1/16 37 4202-209 1-1/2xl-1/2x1/2 1/2 1-23/32 1/2 1-7/8 2-3/32 1-7/8 3-3/4 2-5116 1-17/32 2-5116 45 4202-237 2xl-1/2xl/2 1/2 1-7/8 17132 2 2-7116 1-29/32 3-15/16 2-27/32 1-7132 2-5/16 48 4202-247 2x2xl/2 1/2 1-31/32 1/2 2 2-3/8 2 4-1132 2-27/32 1-17l32 2-27/32 58 Not intended to convey or dispense water for human consumption through drinking or cooking SPRINKLER HEAD TEE Special Reinforced Plastic Thread Style Socket x Socket x SR Fipt M1 G1 H1 M M2 L- G2 H H2 L Part Number Size G G1 G2 H H1 H2 L M M1 M2 Approx. Wt. (Lbs.) 4202-101SR 3/40/40/2 19/32 3/4 19/32 1-19/32 1-7/16 1-19/32 3-7132 1-13/32 1-3116 1-13132 16 4202-124SR 1x3/41/2 7/16 29/32 9116 1-19/32 1-5/8 1-9116 3-5132 1-23/32 1-3/16 1-17132 19 4202-130SR 1x1x1/2 7/16 29132 7116 1-9/16 1-5/8 1-9116 3-1/8 1-23/32 1-3/16 1-23132 20 4202-010SR 1x1x1 21132 314 21/32 1-25132 1-5/8 1-25/32 3-19132 1-23132 1-11/16 1-23/32 26 4202-156SR 1-1/410/2 15/32 1-5/32 19/32 1-23/32 1-7/8 1-23/32 3-13/32 2-3/32 1-3116 1-23/32 26 4202-166SR 1-1/40-1/41/2 7116 1-1/8 7116 1-11/16 1-27/32 1-11116 3-3/8 2-3/32 1-3116 2-3132 26 4202-168SR 1-1/41-1/40 27/32 1-1/32 27/32 2-3/32 1-29/32 2-3/32 4-7132 2-3132 1-11/16 2-3132 34 4202-199SR 1-1/2xl-1/40/2 9116 1-9/32 17/32 1-15/16 1 2 1-25/32 3-23/32 2-11/32 1-3116 2-3132 33 4202-209SR 1-1/2x1-112x1/2 1/2 1-1/4 1/2 1-7/8 1 1-31/32 1-7/8 3-314 2-11132 1-3/16 2-11/32 35 4202-211SR 1-1/2xl-1/20 27/32 1-7/32 27/32 2-7132 2-1/8 2-7/32 4-15/32 2-11/32 1-23/32 2-11/32 44 4202-237SR 2x1-1/20/2 23132 1-9116 318 2-7132 2-9/32 1-3/4 3-31/32 2-7/8 1-3/16 2-11132 45 4202-247SR 2x2xl/2 1/2 31/32 1/2 2 1-11/16 19/32 4 2-7/8 1-3/16 2-7/8 48 4202-287SR 2-1/2x2-1/2x112 17132 1-3/4 17/32 2-9/32 2-1/2 2-9132 4-19132 3-1/2 1-7/32 3-1/2 78 MADE IN THE U.S.A. 4 I FIqm@GlJar& CPVC FIRE SPRINKLER PIPING PRODUCTS TORQUESAFETm SPRINKLER HEAD TEE - Gasket Sealed Brass Thread Insert Style Socket x Gasket FIPT x Socket With Elastomer Seal - Use NO Thread Sealant Ml--- G1 I __.. H1 M -- - {— —.. M2 i i 1 G2 H •—H2 L Part Number Size ` G G1 G2 H H1 H2 L M M1 M2 Approx. Wt. (Lbs.) 4203-122 G 1xl/2xl 19/32 13116 1-13/32 1-19132 1-27/32 1-3/4 3-11/32 1-5/8 1-5/8 1-3/8 25 Not intended to convey or dispense water for human consumption through drinking or cooking SPRINKLER HEAD TEE Brass Thread. Insert Style Socket x Fipt x Socket .. . H1 H2 M -- L L Part Number Size G G1 G2 H H1 H2 L M M1 M2 Approx. Wt. (Lbs.) 4203-122 1x1/2x1 23132 3/4 1-1/4 1-5/8 1-5/8 1-15/16 3-1/2 1-23132 1-23/32 1-3/16 25 Not intended to convey or dispense water for human consumption through drinking or cooking SPRINKLER HEAD TEE Special Reinforced Plastic Thread Style Socket x SR Fipt x Socket Part Number Size I G I G1 I G2 I H H1 I H2 I L M M1 M2 1-3/16 Approx. Wt. (Lbs.) 4203-122SR 1x1/2x1 27132 23132 1-3/32 1-23/32 1-5/8 1-25/32 3-13132 1-3/4 1-314 21 5 SPEARS® MANUFACTURING COMPANY i Fla meGUC rdO CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS STREET TEE Spigot x Socket x Socket M1 — PIPE M2 t O.D. Gl G G2 H -+- H2- L Part Number Size G G1 G2 H H1 H2 L M1 M2 Approx. Wt. (Lbs.) 4244-007 3/4 13/16 27/32 27/32 1-13/16 1-7/8 1-7/8 3-5/8 1-13132 1-13132 16 4244-010 1 1-5132 1-1/32 1-1/32 2-1/8 1-29/32 1-29/32 4-3116 1-3/4 1-3/4 27 4244-012 1-1/4 1-1/4 1 1 2-7/16 2-9/32 2-9132 4-27/32 2-3/32 2-3/32 42 4244-015 1-112 1-13116 1-1/8 1-1/8 2-7/8 2-9/16 2-9116 5-11132 2-11/32 2-11/32 56 4244-020 2 1-23132 1-7116 1-13132 3-1/4 2-15116 2-15116 6-5132 2-7/8 2-7/8 84 900 ELBOW Socket x Socket G H I M--I Part Number Size G H M Approx. Wt. (Lbs.) 4206-007 3/4 9/16 1-1/2 1-5/16 07 4206-010 1 3/4 1-5/8 1-5/8 11 4206-012 1-1/4 7/8 2-5132 2 21 4206-015 1-1/2 1-5/32 2-17132 2-3/8 41 4206-020 2 1-13/32 2-29/32 2-7/8 45 4206-025 2-1/2 1-5/8 3-7/16 3-7/16 1.17 4206-030 3 1-29132 3-23/32 4-3116 1.80 SIDE OUTLET ELBOW Socket x Socket x Socket M G t— H Part Number Size G H M Approx. Wt. (Lbs.) 4213-007 3/4 27/32 1-19/32 1-5/16 09 4213-010 1 13/16 1-7/8 1-518 18 MADE IN THE U.S.A. 6 I SPEARS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS REDUCING 900 ELBOW Socket x Socket H1 G1 G f— - - M1 M Part Number Size G G1 H H1 M M1. Approx. Wt. (Lbs.) 4206-131 1014 25/32 11H6 1-25/32 1-25132 1-19/32 1-5/16 .11 TorqueSafeTM 900 SPRINKLER HEAD ELBOW Gasket Sealed Brass Thread Insert Style` Socket x Gasket FIPT With Elastomer Seal - Use NO Thread Sealant G1 G Mt H M Part Number Size G G1 H H1 M M1 Approx. Wt. (Lbs.) 4207-101 G 3141/2 9/16 1-7/32 1-13/32 1-17132 1-13/32 1-3/8 19 4207-130 G 1x1/2 15/32 1-13/32 1-9/16 1-11/16 1-23/32 1-3/8 23 4207-166 G 1-1/40/2 15132 1-19132 1-15116 1-11/16 2-3/32 1-3/8 25 Not intended to convey or dispense water for human consumption through drinking or cooking SPRINKLER HEAD 900 ELBOW Brass Thread Insert Style Socket x Fipt H1 G1— G t M1 HI i I M —I Part Number Size G G1 H H1 M M1 Approx. Wt. (Lbs.) 4207-101 3/41/2 7/16 1-5/32 1-23/32 1-17/32 1-13/32 1-17/32 25 4207-130 1x1/2 15132 1-5/8 1-9/16 1-11/16 1-23/32 1-17/32 28 4207-131 1x3/4 17/32 1-1/4 1-21/32 2 1-23/32 1-3/8 25 4207-166 1-114112 15/32 1 1-17/32 1-11116 1-15/16 2-3132 1 1-17132 33 Not intended to convey or dispense water for human consumption through drinking or cooking VA SPEARS® MANUFACTURING COMPANY i FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS SPRINKLER HEAD 900 ELBOW Special Reinforced Plastic Thread Style Socket x SR Fipt H1 G1- G H i II M I Part Number Size G G1 H H1 M M1 Approx. Wt. (Lbs.) 4207-101SR 3/4012 11/32 13/16 1-15/32 1-1/2 1-13132 1-3/16 14 4207-130SR 1x1/2 7/16 7/8 1-9/16 1-5/8 1-23/32 1-3/8 20 4207-131SR 1x3/4 1/2 7/8 1-5/8 1-9/16 1-23/32 1-3/8 16 4207-166SR 1-1/4x1/2 13/32 1-1132 1-21/32 1-23/32 1 2-3/32 1-7132 19 900 STREET ELBOW Spigot x Socket _ H1—•{ G1 G M1 H PIPE O.D. Part Number Size G G1 H H1 M1 Approx. Wt. (Lbs.) 4209-007 314 29/32 19132 1-15/16 1-11/16 1-13/32 12 4209-010 1 1-9/32 23/32 2-13132 1-27/32 1-3/4 21 4209-012 1-1/4 1-9/16 27/32 2-13/16 2-3/32 2-3132 32 4209-015 1-1/2 1-15/32 1-3/16 11 2-27/32 2-9116 1 2-11/32 42 4209-020 2 1-23/32 1-3/8 3-7/32 2-15/16 2-27/32 65 I I I' I MADE IN THE U.S.A. 8 I I --- jFlameGucard® CPVC FIRE SPRINKLER PIPING PRODUCTS 22-1/20 ELBOW Socket x Socket H Part Number Size H J M Approx. Wt. (Lbs.) 4216-007 3/4 1-3/16 7132 1-13132 09 4216-010 1. 1-3/8 9/32 1-25/32 14 4216-012 1-1/4 1-1/2 5/16 2-3/32 20 4216-015 1-1/2 1-7116 13/32 1-3/8 19 4216-020 2 1-7/8 3/8 2-27/32 43 4216-030 - - 3 2-3/8 1/2 4-5132 1.00 22-1/20 STREET ELBOW Spigot x Socket HI M1 . H J PIPEOR Part Number Size H H1 J J1 M1 Approx. Wt. (Lbs.) 4242- 007 3/4 1-1/4 1-1/2 114 1/2 1-3/8 08 4242- 010 1 1-7/16 1-11132 5/16 7/32 1-23132 14 4242- 012 1-1/4 1-9116 1-25/32 17/32 11/16 2-1/16 21 4242- 015 1-1/2 1-13132 1-23/32 1/2 11132 2-11/32 28 4242- 020 2 1-29/32 2-1/8 7/32 518 2-7/8 42 4242- 025 2-1/2 2-1/8 2-1/4 13132 1/2 3-1/2 68 4242- 030 3 2-13/32 2-13/32 9/16 17/32 4-5132 99 9 SPEARS° MANUFACTURING COMPANY amF1ameGuar& CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS 450 ELBOW Socket x Socket H I--- M --+I Part Number Size H J M Approx. Wt. (Lbs.) 4217-007 3/4 1-5/16 5/16 1-5/16 07 4217-010 1 1-13/32 318 1-5/8 11 4217-012 1-1/4 1-5/8 3/8 2-5/32 21 4217-015 1-1/2 1-27/32 15/32 2-11/32 32 4217-020 2 2-1/8 21/32 2-7/8 48 4217-025 2-1/2 2-17/32 3/4 3-1/2 88 4217-030 3 2-29132 29/32 4-5132 1.17 450 STREET ELBOW Spigot x Socket H1J1 M1 T H 1 I - I -PIPE O.D. Part Number Size H H1 J J1 M1 Approx. Wt. (Lbs.) 4227-010 1 1-1/2 1-5/16 1/2 1/4 1-5/8 10 4227-012 1-1/4 1-25132 1-9116 9116 11132 1-31132 15 4227-015 1-1/2 2-1/32 2-1/8 19132 25/32 2-11/32 29 4227-020 1 2 1 2-5116 1 1-15116 1 25132 1 13/32 2-7/8 44 MADE IN THE U.S.A. 10 i r M FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS CROSS Socket x Socket x Socket x Socket GIi- iM- - L-T L1 H1 GI H L Part Number Size G G1 H Hl L Ll M Approx. Wt. (Lbs.) 4220-007 3/4 5/8 518 1-21/32 1-21/32 3-5/16 3-5/16 1-13/32 22 4220-010 1 3/4 314 1-5/8 1-5/8 3-1/4 3-1/4 1-23/32 20 4220-012 1-1/4 1-1/8 1-1/8 2-3/8 2-318 4-3/4 4-3/4 2-3132 63 4220-015 1-1/2 1-7/32 1-7132 2-5/8 2-5/8 5-7/32 5-7/32 2-3/8 80 4220-020 2 1-1/2 1-1/2 3 3 6 6 3 1.43 4220-025 2-1/2 1-11/16 1-11/16 3-7/16 3-7/16 6-7/8 6-7/8 3-17/32 2.16 4220-030 3 2-3/32 2-3/32 3-31/32 3-31/32 7-15/16 7-15/16 4-7/16 3.37 REDUCING CROSS Socket x Socket x Socket x Socket M— I H1 L1 i G1 i LG H L Part Number Size G G1 H H1 L Ll M M1 Approx. Wt. (Lbs.) 4220-131 1014 23/32 5/8 1-5/8 1-5/8 3-1/4 3-1/4 1-7/8 1-1/2 31 4220-167 1-1/43/4 1-1/16 23/32 2-1/16 1-31/32 4-3/32 3-31/32 2-1/16 1-13132 35 4220-210 1-1/2x3/4 11116 1 1-5/32 2-3/32 2-3/16 4-3/16 4-11/32 2-3/8 1-13/32 1 .42 4220-248 2x3/4 11/16 1-7/16 2-7/32 2-7/16 4-13/32 4-7/8 2-29132 1-13/32 56 4220-289 2-1/2xl 29/32 1-3/4 1 2-11/16 1 2-7/8 5-11/32 5-3/4 3-1/2 1-3/4 98 11 SPEARS° MANUFACTURING COMPANY i FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS COUPLING Socket x Socket N M Part Number Size L M N Approx. Wt. (Lbs.) 4229-007 3/4 2-1/8 1-5/16 3116 05 4229-010 1 2-3/16 1-5/8 3/32 08 4229-012 1-1/4 2-19/32 2 3/32 13 4229-015 1-112 2-7/8 2-11132 3132 22 4229-020 2 3-1/8 2-7/8 1/8 33 4229-025 2-1/2 3-11/16 3-15/32 3/16 48 4229-030 1 3 4 4-3116 1/4 89 REDUCER COUPLING Socket x Socket I I LM --- -- M1 L 1 Part Number Size L M M1 N Approx. Wt. (Lbs.) 4229-131 lx3/4 2-3/8 1-23/32 1-13/32 7132 10 4229-167 1-1/43/4 2-19/32 2-3/32 1-5/8 11/32 17 4229-168 1-1/4x1 2-11116 2-3/32 1-23/32 5116 18 4229-210 1-1/20/4 2-13/16 2-11/32 1-13/32 15/32 19 4229-211 1-1/2xl 2-7/8 2-11/32 1-15/16 3/8 24 4229-212 1-1/20-1/4 2-13/16 2-13/32 2-1/8 5/32 23 4229-248 2x3/4 3-3/16 2-7/8 1-7/16 23/32 32 4229-249 2xl 3-1/8 2-7/8 1-23/32 1/2 31 4229-250 2xl-1/4 3-3/16 2-7/8 2-1/8 17/32 33 4229-251 2xl-1/2 3-3116 2-27132 2-11/32 9/32 31 4229-291 2-112x1-1/2 3-23/32 3-15/32 2-11/32 21/32 51 4229-292 2-1/2x2 3-21132 1 3-1/2 2-7/8 13/32 52 MADE IN THE U.S.A. 12 SPEARS FlameGuardO CPVC FIRE SPRINKLER PIPING PRODUCTS GROOVED COUPLING ADAPTER Groove x Socket i PIPE - - M1 O.D. LN L Part Number Size L M1 N Approx. Wt. (Lbs.) 4233-012 1-1/4 3-5/8 2-3/32 2-11/32 72 - 4233-015 1-1/2 3-3/4 2-11/32 " 2-11/32 83 4233-020 2 3-27/32 2-27/32 2-11132 1.27 4233-025 2-112 1 4-3/16 3-15132 2-7/16 2.02 4233-030 3 4-5/16 4-1/8 1-7/16 2.76 FEMALE ADAPTER Brass Thread Insert Style Socket x Fipt M -- - M1 1 N Part Number Size L M M1 N Approx. Wt. (Lbs.) 4235-007 314 2 1-13/32 1-3/8 5116 23 4235-010 1 2-3/16 1-3/4 1-11/16 11/32 25 4235-012 1-1/4 2-3/8 2-3132 2-1116 11/32 36 4235-015 1-1/2 2-9/16 2-3/8 2-7/16 11/32 47 4235-020 2 2-25/32 2-27132 3-3/16 7116 1.05 Not intended to convey or dispense water for human consumption through drinking or cooking 13 SPEARS) MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS j FEMALE ADAPTER Special Reinforced Plastic Thread Style Socket x SR Fipt M — - — - M1 L L Part Number Size L M M1 N Approx. Wt. (Lbs.) 4235-007SR 314 1-7/8 1-13/32 1-3/8 3/32 08 4235-010SR 1 2-5/32 1-23/32 1-7/8 3/32 22 4235-012SR 1-1/4 2-5/16 2-1/8 2-1/16 3116 20 FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Socket x SR Fipt M ----- -- MI1 Ll Part Number Size L M M1 N Approx. Wt. (Lbs.) 4235-101SR 3/4x1/2 1-29/32 1-13/32 1-3/16 118 08 4235-130SR 1x1/2 1-31/32 1-23/32 1-3/8 3132 16 4235-131SR 1x3/4 2-3132 1-3/4 1-3/8 1/4 13 FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style with Socket Wrench Flats Socket x SR Fipt M-------- ----- M1 M = Flat -to -Flat Dimension L N L Part Number Size L M M1 N Approx. Wt. (Lbs.) W4235-101SR 3/41/2 2-9/32 1-13/32 1-3/16 17/32 09 W4235-130SR 1x1/2 2-9/32 1-3/4 1-3/16 13/32 12 MADE IN THE U.S.A. 14 i SPEARS FlameGUardO CPVC FIRE SPRINKLER PIPING PRODUCTS FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread w/Metal Thread Start Socket x SR Fipt r M - — - — - — MI1 N - iii Part Number Size L M M1 N Approx. Wt. (Lbs.} Z4235-101SR 3/41/2 1-7/8 1-3/8 1-7/16 3/16 .08 SPIGOT FEMALE ADAPTER Brass Thread Insert Style Spigot x Fipt PIPE M1O.D. LN± Part Number Size L M7 N Approx. Wt. (Lbs.) 4278-007 314 2-5/32 1-3/8 17/32 15 4278-010 1 2-9132 1-11/16 7/16 22 Not intended to convey or dispense water for human consumption through drinking or cooking SPIGOT FEMALE ADAPTER Special Reinforced Plastic Thread Style Spigot x SR Fipt 1 PIPE O.D. M1 1 LN ]' L-1 Part Number Size L M1 N Approx. Wt. (Lbs.) 4278-007SR 314 1-15116 1-38 11/32 08 4278-'010SR 1 2-1/4 1-23/32 13/32 13 15 SPEARS° MANUFACTURING COMPANY Flame000af dO CPVC FIRE SPRINKLER PIPING PRODUCTS i SPEAKS TorqueSafeTm FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Brass Thread Insert Style Socket x Gasket Fipt With Elastomer Seal - Use NO Thread Sealant M ----- M1 N L Part Number Size L M M1 N Approx. Wt. (Lbs.) 4235-101 G 3/40/2 1-7/8 1-13/32 1-3/8 9/16 15 4235-130GS 1x1/2 2-1/32 1-11/16 1-3/8 17/32 17 4235-131 G 1x3/4 2 1-11/16 1-9/16 9116 18 Not intended to convey or dispense water for human consumption through drinking or cooking FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Socket x Fipt 1 ---- 11M N L Part Number Size L M M1 N Approx. Wt. (Lbs.) 4235-101 3/41/2 1-7/8 1-13/32 1-17/32 15/32 19 4235-130 1x112 2-11132 1-11/16 1-3116 5/8 16 4235-131 1x314 2-5/16 1-11116 1-3/8 17/32 18 Not intended to convey or dispense water for human consumption through drinking or cooking FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style with Long Body Socket x Fipt i 1 M ----- MI1 I i t N L Part Number Size L M M1 N Approx. Wt. (Lbs.) L4235-130 1x1/2 2-3/16 1 1-23132 1-7/32 1/2 19 Not intended to convey or dispense water for human consumption through drinking or cooking 16 MADE IN THE U.S.A. i sPEAas . FlameGuardO CPVC FIRE SPRINKLER PIPING PRODUCTS FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style with Positioning Ring Socket x Apt M ---- M1 w l N~ L Part Number Size .. L M Ml N ApproX. Wt. (Lbs.) R4235-101 3/4x1/2 ,- -. 2-1132 1-7/16 1-3116 15/32 15 Not intended to convey or dispense water for human consumption through drinking or cooking FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style with Positioning Ring Socket x SR Fipt M - — - — - M1 I. L —I Part Number Size L M M1 N Approx. Wt. (Lbs.) R4235-101SR 3/41/2 1-15/16 1-7/16 1-7/32 7132 .09 TorqueSafeTm FEMALE SPIGOT SPRINKLER HEAD ADAPTER Gasket Sealed Brass Thread Insert Style Spigot x Gasket Fipt With Elastomer Seal - Use NO Thread Sealant PIPE 0.1 — - — - — - M1 N L Part Number Size L M N Approx. Wt. (Lbs.) 4238-101 G 3/40/2 1-15/16 1-3/8 21132 14 4238-130 G 10/2 2-1116 1-3/8 19132 15 Not intended to convey or dispense water for human consumption through drinking or cooking 17 SPEARS° MANUFACTURING COMPANY FlameGu ar& CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS SPIGOT FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Spigot x Fipt PIPE -__—_—_ MtO.D. II• LL Part Number Size L M1 N Approx. Wt. (Lbs.) 4238-101 3/41/2 1-15/16 1-17/32 17/32 18 4238-130 1x1/2 1 2-1/4 1-3/16 11/32 19 Not intended to convey or dispense water for human consumption through drinking or cooking TORQUESAFETm BUSHING - GASKET SEALED Brass Thread Insert Style f Spigot x Gasket APT With Elastomer Seal - Use NO Thread Sealant _—_ PIPEo.o. L Part Number Size L Approx. Wt. (Lbs.) 4238-130BR G 10/2 1-7/32 10 Not intended to convey or dispense water for human consumption through drinking or cooking BUSHING with BRASS THREAD INSERT Spigot x Fipt PIPE Part Number Size L Approx. Wt. Lbs. 4238-130BR 1x1/2 1 13 Not intended to convey or dispense water for human consumption through drinking or cooking SPIGOT FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Spigot x SR Fipt PIP— _—_—_ O.D. M1 N L—I Part Number Size L M1 N Approx. Wt. (Lbs.) 4238-101SR 3/40/2 1-29/32 1-7132 118 07 4238-130SR 1x1/2 2-1132 1-7/32 7132 09 MADE IN THE U.S.A. L 18 FlameC7uard® CPVC FIRE SPRINKLER PIPING PRODUCTS MALE ADAPTER With CPVC Lined Thread Brass Insert MiptxSocket Mt Part Number Size L M1 N Approx. Wt. (Lbs.) 4236-007 3/4 2-17132 1-13/32 13/16 26 4236-010 1 2-15/16 1-23/32 29/32 43 4236-012 1-1/4 3-1/8 2-3132 31132 66 4236-015 1-1/2 3-9/32 2-11/32 31/32 80 4236-020 2 3-7/16 2-27/32 31/32 1.00 ADJUSTABLE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Socket x SR Fipt Q N BodyIfLWidth Part Number Size L N Q Body Width Approx. Wt. (Lbs.) Min Max Min Max 42001SR 3/41/2 6-9/32 8 4-7/16 6-1/4 1-7/16 2-3/16 66 - 42011SR 1x1/2 6-13/32 8 4-1/2 6-1/8 1-7116 2-1/8 68 ADJUSTABLE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Spigot x SR Fipt PIPE Q LO N Body L Width L N Part Number Size Q Body Width Approx. Wt. (Lbs.) Min Max Min Max 42004SR 314x1/2 5-1132 6-5/16 3-3/16 4-15/32 1-5/16 2-118 36 42014SR 1x1/2 6-7/16 8-1/8 4-7116 6-1/4 1-7116 2-3/16 67 19 SPEARS° MANUFACTURING COMPANY FlameGutard® CPVC FIRE SPRINKLER PIPING PRODUCTS I j SPAEARS REDUCER BUSHING Flush Style Spigot x Socket PIPE O.D. - L N L Part Number Size L N Approx. Wt. (Lbs.) 4237-131 1x3/4 1-1/4 1/4 04 4237-167 1-1/43/4 1-7/16 7/16 10 4237-168 11-1/40 1-13132 9132 06 4237-210 1-1/20/4 1-5/8 5/8 19 4237-211 1-1/2xl 1-17/32 13/32 15 4237-212 1-1/2xl-1/4 1-9/16 5/16 07 4237-248 2x3/4 1-29/32 29/32 28 4237-249 2xl 1-23/32 9/16 23 4237-250 2xl-1/4 1-11/16 7/16 21 4237-251 2x1-1/2 1-11/16 5/16 15 4237-290 2-1/2xl-1/4 2-5/32 718 41 4237-291 2-1/2xl-1/2 2-13/32 1 43 4237-292 2-112x2 2-9/32 314 28 4237-338 3x2 2-1/4 314 63 4237-339 3x2-1/2 2-5/16 1/4 42 CAP Socket M -- - W Part Number Size M W Approx. Wt. (Lbs.) 4247-007 314 1-3/8 1-13/32 05 4247-010 1 1-5/8 1-9116 06 4247-012 1-1/4 2-3/32 1-27/32 13 4247-015 1-1/2 2-11/32 2 17 4247-020 2 2-27/32 2-9/32 39 4247-025 2-1/2 3-17/32 2-5/8 50 4247-030 3 4-3/8 3 92 MADE IN THE U.S.A. 20 S FlameGuardOCPVC FIRE SPRINKLER PIPING PRODUCTSII0TEST PLUG - 0-ring Sealed Mipt - For Pressure Testing Only, Not For use with Z4235 Series Adapters L------- — M1 - ----- M in- 14NPT Part Number Size L M Mi Approx. Wt. (Lbs.) FTP- 005 1/2 1-27/32 1-15116 1-7/32 .03 TEST PLUG for TorqueSafe TM Gasket Sealed Head Adapters Mipt - For Pressure Testing Only. Use ONLY with Gasket Sealed Head Adapters M1 M In- 14 NPT Part Number Size L M Mi Approx. Wt. (Lbs.) FTP- 005GS 1/2 1-25/32 2-1/32 05 TEST PLUG PVC White) Not UL Listed; For Pressure Testing Only, Mipt L Part Number Size L Approx. Wt. (Lbs.) 4250- 005 1 1/2 27/32 .02 21 SPEARS' MANUFACTURING COMPANY j FlCgtlleGuardO CPVC FIRE SPRINKLER PIPING PRODUCTS FLANGE - ONE PIECE 4 Bolt Holes, 175 psi Socket M J-R NJ I BOLT CIRCLE DIA. - .I MAX O.D. No. of Bolt Min Bolt Max. Approx. Wt. Part Number Size L M N R Bolt Circle Bolt Size O.D. Lbs.) Holes Dia. Len th 4251-007 3/4 1-5/32 1-1/2 1/8 17/32 4 2-3/4 1/2 2 3-29/32 31 4251-010 1 1-5/16 1-13/16 1/8 11/16 4 3-1/8 112 2-1/4 4-9132 35 4251-012 1-1/4 1-13/32 2-7/32 5/32 11/16 4 3-1/2 1/2 2-1/4 4-5/8 44 4251-015 1-1/2 1-19/32 2-1/2 3/16 23132 4 3-27132 112 2-1/2 5-1/16 61 4251-020 2 1-27/32 3 5/16 27/32 4 4-3/4 518 3 5-31/32 95 4251-025 2-1/2 1 2-7132 3-1/2 7/16 1-1132 4 5-1/2 518 3-1/4 7 1.50 BLIND FLANGE 4 Bolt Holes, 175 psi FR DIA. BOLMAX O.D. Part Number Size R Bolt No. of Bolt Bolt Size Min. Bolt Max. O.D. Approx. Wt. (Lbs.) Circle Dia. Holes Length 4253-007 314 17/32 2-3/4 4 1/2 2 3-27/32 30 4253-010 1 23/32 3-1/8 4 1/2 2-1/4 4-1/4 35 4253-012 1-1/4 21/32 3-1/2 4 112 2-1/4 4-5/8 40 4253-015 1-1/2 23/32 3-27/32 4 1/2 2-1/2 5-1/16 52 4253-020 2 27/32 4-3/4 4 5/8 3 5-31/32 86 4253-025 2-1/2 1-1/32 5-1/2 4 5/8 3-1/4 6-15/16 1.70 4253-030 3 1-5/16 6 4 5/8 3-1/4 7-5/8 1.72 FLANGE - TWO PIECE Van Stone Style, 4 Bolt Holes, 175 psi Socket M L R '613i 01 BOLT CIRCLE DIA.— MAX O.D. Bolt Circle No. of Bolt Min. Bolt Part Number Size L M N R BoltI Size I Max. O.D. Approx. Wt. (Lbs.) Dia. Holes Length 4254-030 3 2-1/8 1 4-1/4 9/32 1-1/32 6 4 1 5/8 1 3-1/4 1 7-15/32 1 1.75 MADE IN THE U.S.A. 22 FBameGuard° CPVC FIRE SPRINKLER PIPING PRODUCTS FLANGE - TWO PIECE Van Stone Style, 4 Bolt Holes,175 psi Spigot 4-PIPE QD. N L R-BOLT CIRCLE DIA-{ MAX QD. Bolt No. of Bolt Min. Bolt Max. Part Number Size L N R Circle Bolt Size Length O.D. Approx. Wt. (Lbs.) Dia. Holes 4256-007 3/4 1-15116 13116 17/32 2-3/4 4 1/2 2 3-27132 30 4256-010 1 2-7/32 1-1132 11/16 3-1/8 4 1/2 2-1/4 4-1/4 41 4256-012 1-1/4 248 1 11/16 3-1/2 4 1/2 2-1/4 1 4-5/8 50 4256-015 1-1/2 2-7/16 1-3/32 23/32 3-7/8 4 112 2-1/2 4-31/32 65 4256-020 2 2-314 1-5132 25/32 4-3/4 4 5/8 3 5-15116 1.00 4256-025 2-112 3-1/16 1-9/32 1-1/32 5-1/2 4 5/8 3-1/4 6-15/16 1.62 4256-030 1 3 3-3/8 1-13/32 1-1/32 6 4 5/8 3-1/4 7-9/16 1.76 UNION Socket x Socket 175 psi NUT M-- O.D. N L -1 Part Number Size L M N Nut O.D. Approx. Wt. (Lbs.) 4257-007 3/4 2-3/8 1-17132 3/8 2-1/2 38 4257-010 1 2-9/16 1-27/32 318 2-7/8 Al 4257-012 1-1/4 2-27132 2-7/32 11132 3-5116 52 4257-015 1-112 3-1/8 2-1/2 318 3-17/32 63 4257-020 2 3-58 3-1/32 9/16 4-3116 1.09 23 SPEARS° MANUFACTURING COMPANY SPRINKLER PIPING PRODUCTS SPERRSF'gt11 C7UgR"Ci CPVC FIRE TRANSITION UNION Brass Thread Insert Style 175 psi Socket x Apt i NUT --- - ORD. N L Part Number Size L M N Nut O.D. Approx. Wt. (Lbs.) 4259-0108R 1 2-13/16 1-7/8 1-1/32 2-7/8 52 4259-012BR 1-1/4 3 2-3116 1-1/8 3-9132 98 4259-015BR 1-1/2 1 3-3/4 1 2-1/2 1-9/16 3-17/32 93 4259-020BR 1 2 1 3-5/8 1 2-7/8 1-1/4 4-5116 1.64 Not intended to convey or dispense water for human consumption through drinking or cooking SHORT REPAIR COUPLING Spigot x Socket 175 psi L2 L1 — L3 f I M 1 S Part Number Size L1 L2 L3 M S Approx. Wt. (Lbs.) SH118-07C0 3/4 4-13/16 5-17132 314 1-3/4 2-3/16 31 SH118-1000 1 4-3/4 5-5/8 31/32 2-1/16 2-5132 40 MADE IN THE U.S.A. 24 i SPEARS =F1ameGuard0CPVC FIRE SPRINKLER PIPING PRODUCTS Fla meGuard® CPVC Drain & Swing Check Valves for NFPA 13D Applications Only Application: FlameGuard° CPVC Orange Swing Check Valves and PVC/CPVC True Union Drain Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are not UL Listed and NOT for use in any other locations within the fire sprinkler system. TRUE UNION DRAIN VALVES PVC Valve with CPVC End Connector Socket x Socket E D I g C Part Number Size A B C D E 3622-007FG 314 2-1/4 2-3/4 4-3/4 2 3 3622-010FG 1 2-1/2 2-7/8 5-1/8 2-5/16 3-7/16 CPVC SWING CHECK VALVES Socket x Socket 1 Part Number Size A B C D C„ (GPM) S1520-1000 1 1-11/16 2-5/16 4-9/16 2-5/8 33 S1520-12CO 1-1/4 2-1116 2-15/16 5-1/2 3-3/8 42 S1520-15CO 1-1/2 2-7116 3 5-5/8 3-3/8 89 25 SPEARS° MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS CPVC SPECIAL REINFORCED THREAD INLET SWING CHECK VALVES SR Fipt x Socket B C Part Number Size A B C D Cv (GPM) S1520-IOFSRSCO 1 1-11/16 2-15/16 4-9/16 2-5/8 33 S1520-12FSRSCO 1-114 2-1/16 3-5/8 5-1/2 3-3/8 42 S1520-15FSRSCO 1-1/2 2-7/16 1 3-11/16 5-5/8 3-3/8 89 SOCKET DIMENSIONS SCH 40 - ASTM F438 SCH 80 - ASTM F439 C 1 B A Socket Socket SCH 40 Minimum SCH 80 Minimum Size Entrance A Bottom B Tolerance Socket Length C Socket Length C 3/4 1.058 1.046 004 719 1.000 1 1.325 1.130 005 875 1.125 1-114 1.670 1.655 005 938 1.250 1-1/2 1.912 1.894 006 1.094 1.375 2 2.387 2.369 005 1.156 1.500 2-1/2 1 2.889 1 2.868 007 1.750 1.750 3 3.516 3.492 1 ± .008 1.875 1.875 MADE IN THE U.S.A. 26 PRODUCT LIMITED LIFETIME WARRANTY Except as otherwise specified for certain products, mandated by law or herein provided, Spears'. Manufacturing Company Company") warrants Standard Catalog Products ("Products") which have been directly manufactured by them to be free from defects in material and workmanship for as long as the original intended end user of the Products ("End User") retains ownership and possession of the Products and complies with this Warranty ("Warranty Period"). Each other person or entity acquiring or employing the Products, including buyers, contractors and installers ("Buyer") and End Users ("Buyer/End User") agrees that this Warranty shall be effective only during the Warranty Period so long as the Products are used solely for the normal purposes for which they are intended and in conformance with industry established standards, engineering, installation, operating, and mainte- nance specifications, recommendations and instructions including explicit instructions by the Company; the Products are properly installed, operated and used; and have not been modified; and all the other terms of this Warranty are complied with. Any violation thereof shall void this Warranty and relieve Company from all obligations arising from this Warranty and the Products. Upon receipt or discovery of any Products that appear questionable or defective each Buyer/End User shall promptly inspect and return any such Product to the Company at 15853 Olden Street, Sylmar, California 91342, accompanied by a letter stating the nature of any problems. If the Products are determined by Company to be defective in, materials or workmanship directly provided by Company, Company, at its sole option, may either repair or replace the defective Products, or reimburse applicable Buyer/End User for the cost of such Products. The applicable Buyer/End User shall bear all applicable shipping costs. THIS SHALL BE BUYERS/END USERS' SOLE REMEDY. EACH BUYER/END USER AGREES THAT COMPANY WILL NOT BE RESPONSIBLE FOR ANY OTHER OBLIGATIONS RELATING TO THE PRODUCTS, INCLUDING ANY OTHER MATERIALS OR LABOR COSTS, LOSS OF USE OR ANY OTHER ITEM OR FOR ANY DELAYS IN COMPLYING WITH THIS WARRANTY BEYOND COMPANY'S REASONABLE CONTROL. 3 COMPANY SHALL NOT BE LIABLE FOR, DOES NOT ASSUME, AND EXPRESSLY DISCLAIMS, ANY LIABILITY, RESPONSIBILITY AND DAMAGES: DUE TO ANY BUYER/END, USER'S FAILURE TO COMPLY WITH . THIS WARRANTY, INCLUDING IMPROPER INSTALLATION, USE OR OPERATION; USE WITH PRODUCTS FROM OTHER MANUFACTURERS THAT DO NOT MEET ASTM OR OTHER APPLICABLE PRODUCT STANDARDS; IMPROPER CONTROL OF SYSTEM HYDRAULICS,- IMPROPER WINTERIZATION PROCEDURES, IMPROPER VOLTAGE SUPPLY, CONTACT WITH INCOMPATIBLE MATERIALS OR CHEMICALS, EXCAVATION/DIGGING, EXCESSIVE WEIGHT, AND VANDALISM; DUE TO REASONABLE WEAR AND TEAR AND DUE TO ANY ACTS OF NATURE, INCLUDING LIGHTNING, EARTHQUAKES, GROUND MOVEMENT, FROST HEAVE, OR FLOODS. COMPANY EXTENDS ONLY THIS WARRANTY AND EXPLICITLY DISCLAIMS ALL OTHER WARRANTIES, WHETHER IMPLIED OR OTHERWISE EXPRESSED, WHETHER ORAL, STATUTORY OR OTHERWISE, INCLUDING ANY IMPLIED WARRANTIES OR AFFIRMATIONS FOR SUITABILITY, MERCI4ANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO AFFIRMATION BY COMPANY OR ANY OF ITS REPRESENTATIVES, BY WORDS, CONDUCT OR OTHERWISE, SHALL CONSTITUTE A WARRANTY. THIS WARRANTY MAY NOT BE TRANSFERRED, EXTENDED, ALTERED OR OTHERWISE MODIFIED IN ANY MANNER, EXCEPT BY WRITTEN AGREEMENT SIGNED BY CONIPANY. BY ITS ACCEPTANCE OF THE PRODUCTS, EACH BUYER/END USER EXPRESSLY WAIVES ALL OTHER LIABILITY OR OBLIGATION OF ANY KIND OR CHARACTER OF COMPANY, INCLUDING LIABILITY PREDICATED UPON CONTRACT, TORT, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE GROUNDS, AND ALL, IF ANY, DAMAGES AND LOSSES AS A RESULT THEREOF, INCLUDING ALL, IF ANY, COMPENSATORY, GENERAL, SPECIAL, CONSEQUENTIAL, INCIDENTAL, OR PUNITIVE DAMAGES. WITH RESPECT TO SUCH WAIVERS, EACH BUYER/ END USER EXPLICITLY WAIVES CALIFORNIA CIVIL CODE, §1542 WHICH STATES "A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE CREDITOR DOES NOT, KNOW OR SUSPECT TO EXIST IN HIS FAVOR AT THE TIME OF EXECUTING THIS RELEASE, WHICH IF KNOWN BY HIM MUST HAVE MATERIALLY ADVERSELY AFFECTED HIS SETTLEMENT WITH DEBTOR" AND ALL OTHER SIMILAR STATUTORY, COMMON AND CASE LAW RIGHTS, DEFENSES AND LIMITATIONS. Having previously independently inspected the Products, or a sample, as fully as desired, or having the opportunity to and having not done so, upon acceptance of delivery of the Products`, and except as otherwise herein explicitly provided, each Buyer/End User by acceptance or use of the Products accepts them in their "AS IS" and "WITH ALL FAULTS" condition without any other warranty, expressed, implied or otherwise, and accepts and assumes the entire risk and cost of all servicing, remediation and consequences thereof. This Warranty shall be governed by California law and any unenforceable provisions severed without affecting the remaining provisions. As used herein, "including" includes "without limitation." SPEARS" MANUFACTURING COMPANY 1 rEl Corporate Office SPEARS 15853 Olden Street • Sylmar, CA 91342 y PO Box 9203 • Sylmar, CA 91392 818) 364-1611 • http://www.spearsmfg.com V For fire protection senices request submittal GRS 1_3 MT-4 WELD OUTLETS MT-4 Weld Outlet Fittings provide a threaded -outlet branch connection. Fittings are forged steel per ASTM A105 and are available in outlet sizes %z" - 2" for 11,4 - 8" run sizes. May be installed on all schedules of steel pipe. Each outlet size requires only one hole size, minimizing hole saws/drills needed for installation: v _ SI/ASME S1.20.1 for NPTThreads -comply with ANE„st" " Fittings are contoured t provide a precise fit at theg f 4 i opening in the run pipe and conforms to standardS - practice MSS SP-97. Weld bevel is standard 37Y2' All fittings are UUULC Listed and FM Approved for eu- —r- use in fire protection systems at 175 PSI for schedule 5 pipe and 300 PSI for schedule 7 pipe and above. Page 16 Shop Weld Only NO!AIIIAL H17t.10J.4L OUTLJ=, DII,IENSIDHS DLM-R HEADER STANDARD Ih_IDE OUTSIDE Vf!'. ApRa2X S1L= SIZE LENGTH LIAI,-_=- DWI.LRER TF47Q7 s A a C D E F EACH 1 1 114 1 1/2 2 1 2112 3 1.049 1.315 0.133 44 4 5 s e 1 114 1 1/2 2 2 112 1114 3 3 1.368 1.660 0.140 56 4 5 6 8 1 1/2 2 2 112 1112 3 3 1.610 1.900 0.145 7 6 8 2 2 1/2 3 2 31/2 3 2.057 2.375 0.154 9 5 6 8 21/2 3 3 2112 412 3 2.469 2.875 0.203 1.4 5 6 B 3 31/2 3 5 3 3.058 3.500 0.215 2.1 6 a 4 4 5 4 4.025 4.500 237 3.4 8 5 5 0 4 5.047 5.563 0.258 5.0 8 6 B 4 6.065 6.625 0.280 7.0 8 1 6 4 7.9B1 1 8.625 1 0.277 1 10.4 Federal Spoc10cai:an.: `!J .P-40GD. VAU-P-40d0 Shop We Only . j+*R p r TT r* 31t`iul.`lOPI-P PRODU4..1 S MT-5 GROOVED WELDING OUTLETS r` T- iiTE' 40 CG (STANDARD WT.- CUT GROOVE) 1 E 40 .CMG (STANDARD WT.- ROLLGROOVE) GJLJ ' :40. NIT. (STANDARD WT-.MALE?HREAD) EHCEPT8'OUiLET. SCH30) rlifiRf t\ICI1*111IC 11t11171AMIM14TR tl QQ\J j1301 {yJ( j L j©ll JBj N "_-. .._. I LISTED USTED APPROVED For fire protection services request submittal GRS 1-3 s INCHES/POUNDS) TYPEE 10 RG (LIGHTWEIGHTAOLLGROOVE) NOII.RIAL NDJAINAL CUTLET DIMENSIONS OUTLET HEADER STANDARD INSO£ OUTSIDE MALL SIZE SIZE LENGTH DW.ST'cR DIAMETER I V.'7r. GHT A H C D E F CACH 1 1 1/4 1 112 1 212 3 1.097 1.315 0.109 0.4 4 5 s 8 1 1/4 1 112 2 11/4 21/2 3 1.442 1.680 0.109 0.5 4 5 6 8 1 1/2 2 2 1/2 11/2 3 3 1.682 1.900 0.109 0.6 4 5 6 B 2 2.1/2 3 2 3112 3 2.157 2.375 0.109 0-7 5 6 B 2112 3 3 2 112 4 3 . 2.635 2.875 0.120 1.0 5 6 8 3 3112 3 4 3 3.260 3.500 0.120 1.2 5 6 B 4 4 5 4 4.260 4500 0.120 2_1 8 5 5 6 4 5295 5.563 0.134 3.0 B 6 4 6.357 6.625 0.134 3.8 8 8 4 8.329 i 8.625 0.188 6_2 Page 17 FUNCTION: Designed to support CPVC pipe horizontally from the side of a beam. Fig. 075 must be installed with the mounting tab oriented over top of piping E on the side of a beam as illustrated below. Fig. 075 can only be used as a guide on top of beam or on vertical piping. Fig. 075 may be installed onto wood using supplied fasteners or into; minimum 20 gauge, steel using one 1/4" X i" tek type screw. Features flared edges to protect piping as it slides through the installed fitting. SIZE: 3/4" (20) through 2" (50) CPVC pipe f FINISH: Pre -galvanized MATERIAL: Carbon Steel APPROVALS: Underwriters Laboratories listed for US and Canada ORDERING: Specify pipe size and model number. 3/4 20) 2'IB 60.33) 13/8 34.93) 1.050 26.67) 20ga. x 11/8" 79 x 28.58) 100 5.5 . 1.68) 8.70 3.95) 1 25) 25/8 66.68) 1/16 36.51) 1.315 33.40) 20ga. x 1'/a" 79 x28.58) 100 6 1.83) 9.40 4.26) 1'/4 32) 127/e 73.03) 19/16 39.69) 1.660 42.16) 20ga. x 1'/8° 79.x 28.58) 100 6.5 1.98) 11.00 4.99) 11/2 40) 3'/18 77.79) 15/8 1.900 48.26) 20ga. x 1'/8" 79 x 28.58) 100 7 2.13) 11.90 5.40) 2 50) 37/18 87.31) 113/16 46.04) 2.375 60.33) 20ga. x 1'/8" 79 x 28.58) 100 8 2.44) 14.10 6.40) 20ga. = 0.035" nominal Unless otherwise specified, "all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters. PHD 1VIanufacturing , Ine. beam. Fig. 070 can only be used as a guide on top of beam or on vertical piping. Fig. 070 also acts as a restrainer to prevent the thrust of a sprinkler head during activation when mounted on top of structure. Fig. 070 may be installed onto wood using supplied fasteners or into, minimum 20 gauge, steel using two X 1" tek type screws. Features flared edges to protect piping as it slides through the installed fitting and retaining dimples to allow for easy installation onto pipe. SIZE: 3/a" (20) through 2" (50) CPVC pipe FINISH: Pre -galvanized - MATERIAL: Carbon Steel APPROVALS: Underwriters Laboratories listed for US and Canada _ ORDERING: Specify pipe size and model number. 20ga. = 0.035" nominal Unless otherwise specified all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters PHD Nlanufactur no , Inc. f ORDERING: Specify pipe size and model number. 4 Max Appx.,lNt P7 P_ e s Maferral Box pacrS ng Pe r 1 00 Q ft. m k. 3/4 20) 29/i6 65.09) 4'4 107.95) 1.050 26.67) 20ga. x 1'/e" 79 x 28.58) 100 5.5 1.68) 12.10 1 25) 2 13 /16 71_44) 41/2 114.30) 1.315 33.40) 20ga. x 11/8" 79 x 28.58) 100 6 1.83) 12 80 5.81) 1'/4 32) 33/16 80.96) 45/8 117748) 1.660 42.16) 20ga. x 11/a" 79 x 28.58) 100 6.5 1.98) 14.10 6.40) 11/2 40) 3/16 87.31) 5 127.00) 1.900 48.26) 20ga. x 1'/8". 79 x 28.58) 100 7 2.13) 15.20 6.89) 2 50) 37/6 98.43) 5 127.00) 2.375 60.33) 20ga. x 11/e" 79 x 28.58) 100 8 2.44) 16.40 7.44) Unless otherwise specified, all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters. PHD Manufacturing, Inc. A FUNCTION: Designed for the suspension of non -insulated stationary pipe lines. The knurled insert nut that allows a vertical adjustment after installation, is FIg 141 &' 141E topped to NFPA reduced rod size standards. Fig. 141F has a layer of felt FP, SWIVELwhichseparatesthepipefromthehangertoreducevibrationandsound APPROVALS: Underwriters' Laboratories Listed in the U.S. (UL), Canada (CUL), and RING HANGER Specifications A-A-1192A (Type 10), and Manufacturers' Standardization Factory Mutual Approved for sizes 3Y44" to 8". Complies with Federal p ' ' (yp Fig. 141 PRE -GALVANIZED Society ANSI/SP-69 and SP-58 (Type 10). ORDERING: Specify pipe size and figure number. Pipe. S ie Adj.- Max Rec.Wt Each D E - • Load/itis in Ibs.) 1/2 3/8 17/8 1 r/16 23/4 3'/16 300'. 10 3/4 3/e 1t1/16 11/8 21/2 31/16 300 10 1 3/e 15/8 1 21/2 33/16 1 300 10 11/4 3/8 115/16 1'/s 213/,6 39/,6 300 11 11/2 3/e 2'/8 1'/,s 31/e 37/8 300 11 2 3/8 2 7/ 16 11/8 35/16 43/8 300 14 21/2 3/8 3'/16 1 % 3's/16 53/8 525 19 3 '.. 3/e 3" /16 17/8 - 49/16 65/16 525 - 23 31/2 3/8 33/4 17/8 4% 65/8 525 25 4 3/6 43/16 17/8 51/16 75/16 650 30 5 . 1/2 45/e 1 % 5% 83/B 1000 50 6 1/2 5% 21/4 61/2 913/16 1000 58 8 1/2 673/16 27716 715/16 121/4 1000 90 Note: ordering Fig. 141F felt lined hangers for pipe sizes of Yh" or under, order the nextErgestsizetoallowforthethicknessofthefeltlining. MATERIAL F b< CTION: Designed for the suspension of non -insulated stationary pipe lines. The knurled insert It, allows for vertical adjustment after installation. Fig. 151F has a layer of felt which separates the pipe from the hanger to duce vibration and sound. APPROVALS: Unde ' ers' Laboratories Listed in the U.S. (UL) and Factory Mutual Approved 11 sizes. Complies with Federal Specification A-A-1192A Type 10), and facturers' Standardization Society ANSI/SP-69 and SP-58 (Type 10). ORDERING: Specify pipe size and figure ber. 21/2 2 23/4 11/4 311/16 e 0 33 3 2 31/a 11/8 4 5'/a 60 35 3'/2 z 35/8 1'/2 45 65/a 600 37 4 5/8 37/8 1'/4 75/16 7% 1000 4 5 5/8 43/8 13/8<5% 8'/z 1000 57 6 3/4 55/16 11/16 1 101/e 11250 1.06 8 3/4 615/16 25/8 85/16 1 127/8 1250 1.32 Note: orderi ,g. 151E elt lined hangers or pipe sizes ofYh " or under, order the nextZrsizetoallowfrthethicknessofthefeltlining. USTED Low carbon steel Z.Fig.15 RE -GALVANIZED 151F PRE -GALVANIZED WITH FELT LINING D E Z Ug-, N YEA FUNCTION: Designed for attaching hanger rod to the top flange of a beam or bar joist at least 3/16 inch (4.76mm) thick, and where the flange thickness does not exceed 3/4 inch (19.05mm). The open U design permits rod adjustment. APPROVALS: Underwriters' Laboratories Listed in the U.S. (UL), Canada (CUL) and Factory Mutual Approved. Complies with Federal Specifications A-A-1192A Type 19) and Manufacturers' Standardization Society ANSI/SP-69 and ANSI/SP-58 (Type 19). MATERIAL: Low carbon steel with hardened steel cup point set screw FINISH: Electro-galvanized ORDERING: Specify figure number. tod'. size MOM Mp Qlpe Max Max Rec Wt lb§ d, N,. lbs.`T'k 3Z 3/ 8 3/4 1(19.05) 19/161(39.69) 71,, 14.29) 4 1 610 1(2.71) 201(.09) Caution should be taken not to over tighten the set screw Nominal Thread Size 1/8* Rec. Torque in- lbs 60 I N-m 6.8) Note: When a torque wrench is unavailable, the setscrew should be tightened so it contacts the I-beam and then an additional 114 to 1/2 turn added. Note: Set screw must contact the sloped side of the I-beam, channel, or Clamp be installed in top otherapplicablebuildingstructure. must always orientation, with the arrow mark on clamp pointing up. The following illustration displays the only acceptable installation positions. On parallel flange surfaces, the clamp may be attached to the upper or lower flange but must be in the top orientation as shown. W Unless otherwise specified, all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters. PlEID1. 1anufactur.i.ng, Inc. Item n Model Rod SIze Description 50 DSTR 100 • 1/4-20 1/4-20x1 51 DST 100 1/4-20 I 1/4-140 52 DST 150 114-20 1/4-14xl 1/2 53 DST 200 1/4-20 I 1/4-14x2 54 DST 250 114-20 1/4-14x2 1/2 55' DST 300 1/4 20 1/4-14x3 55 TEK500 1/4-20 12-24x11/2 Seepage 11 far Stainless Steel SAMMYS See Page 5 for Per fornzance Data When installing DSTR or SWDR add retainer nut and torque to 20 foot lbs. for maxitnum pull out in steeL Z Purlln -. ST or, « DST Undersido Liner r Bar .foist STEEL INSTALLATION INSTRUCTIONS DST, DSTR, TEK 50, SWD, SWDR, SWT MMMA See diagram figures 1-4, 11-14 on page 14 and 15. DST - Self -drills & self -taps into steel up to 3116" thick; DSTR - Self -drills & self -taps into steel up to 3116" thick and accepts retainer nut, TEK 50 - Self -drills & self - taps into steel up to 112" thick; SWD - Self -drills & self - taps thru 3116" steel, SWDR - Self -drills & self -taps thru 3116" steel and accepts retainer nut; SWT - Self - drills & self -taps thru 112" steel) Step 1: Insert the appropriate nut driver into a 2200 RPM 3/8" or 1/2" portable drill: (a) Use tt14 for DST, DSTR, TEK 50; (b) use #14SW for SWD, SWDR, SWT. Step 2: Insert the screw into the nut driver. Now you are ready to install the screw. Installations Sammy TEK 50 DST t TEK Step 3: Position drill and begin installation: (a) for installing DST, TEK 50, DSTR` drill should be in a vertical position; (b) for installing SWD, SWDR-, SWT drill should be in a horizontal position, at a right angle to the structural member. Step 4: When the nut driver spins freely on the cap of the screw installation is complete. Step 5: Screw is now ready to receive 1/4", 3/8", 1/2" or metric all thread rod - or bolt stock. Eye protection should be worn at all times when installing this product. 4 Steel - Sammys Note: jVIust be installed ivith appropriate nut driver to comply with warranty. U SHEET STEEL GAUGES Gauge No. 1/4 3/16 1 12 1 14 1 16 1 18 20 22 1 24 26- Decimal Equivalent 25 188 1 .105' 1 .075" 1 .060' 1 048" 1 .036' 030" 1 ,024' 018' Ultimate Pullout Values - Sammys average Ibs. ultimate) Fastener Steel Gauge Model Dia. Pt. 20 18 16 14 1 12 3/16 1/4 DST 1/4 3 4461 613 970 1145 1544 3190 DST 516 5/16 3 664 1500 TEK 50 12 ii5 487 699 913 1527 3270 3593 DSTR 1 1/2" 12 45 3270 3593 DSTR 1" 114 n3 1510 DSTR 516 5/16 3 2200 Ifyou uY J; tallU us of 1. 888.773.0001 rk Ultimate Shear / Pullout Values - Sidewinders average Ibs ultimate) Fastener Steel Gauge Model Dia. Pt. 20 18 16 114 12 3116 1/4 SWD 114 n3 1477 SWDR 1 1/2" N72 05 2375 SWDR 1" 1/4 n3 1900 1900 SWDR 516 5/16 n3 2460 2480 Ultimate Pullout Values average Ibs. ultimate) Fastener Aluminum Curtain Wall Extrusion Model Dia. Pt 114 092 365 132 DST 10 1/4 n3 1265 2750 SWD 10 1/4 13 i 120 1420 Steel - Sidewinders -Performance Data for Steel 5 PONCRETE sammys Use K14 Nut Driver (Item MO) Model Shk Lgth Shk Dia Box Qty per J 00) eight Case Qty 64 CST 200 1 112 5116 100 6.75 1oo0 14 i item MO -black) Sammys 114", 318" rod 11Driver (Item'MI) M Item # Model Shk Lgth Shk Dia Box Qty Weight per 100) Case Qty NFPA 66 CST 2 1 1/2 1 5116 1 50 1 7.00 1 500 Sidewinders e l 1 1 Use m14SW Nut Driver (Item R101) Approvals Item # Model Shir Lgth Shk Dia Box Qty Case Qty NFAA 65 SWC 20 1 1/2 5116 100 10007 IN I 14SW Item N101-red Sidewinders f Sammys 112" n 914SW Item 9101-red) Sidewinders & Sammys 112" rod Use 414SW Nut Driver (Item #101) Item # Model Shk Lgth Shk Dia Box Qty Weight Case Qty per 100) 1900 SWC 200 1 1/2 1 5/16 1 100 1 7.5 1000 1 ror fastening/anchoring in high vibratory environments, consult local code authorities for accepted anchoring devices i Page 8 ' ' Note: Screws mrut be hutoaed udth appwpdate nut drirer to comply wish ev r n i 8020957 SWG 10 318 Horizontal CPVC 1-1l2' 300 1-1l2' 8008957 GST 20 3B' Vertxal µ . 2 t lT 850„ 1 11T 4 1475 1 112 8068925 GST 2G-SS 3/8 Vertical 2112 850 1 112 I 801095/ F8009925 GS7 30 318' Vertuzl _ 47 ry GST 25-380 31W Vertical 4' 1500 1 1/2' 6022925 SWG 25 380 3fir Horizontal r 3112' 4 1500 1 1!T 8021957 SWG 20 318' Horizontal 2-1/2- 3— 1050 1-112' 8073925 SWG20SS 3B' Horizontal 8269957 SH-GSTICST 20 31W 45' Angle oft Vertical 2-112" 850 1-112' 8269957 SHGST/CST20 3B' 45 AngleotiVert>ral 4 1500 8139957 SH-GST 20 3/8 17' Angle off Vertical 3' 1050 1 1/2' 4- 1475 1-1/2 8038957„ a• 4-. _ ._ 1500 4 - 1475 105318Vertical 8037957 DSTR 1-112 31W Vertical 4' 1500 035* 4- 1475 105 9957 DSTR 516 Vertical ` 4 . _° w_._w 03T,. :. ,. 4 045957 _;. DST 516 3B' Vertical 4' 1500 188' 4' 1475 186' 8046957 TEK50.t,. 318r. Ver6cal. r,...,A 4 1500 8055957 SWDR 1 056957 SWDR516 318 318 Horizontal Horizontal 4 4; 1500 037' 1500 03T r r 4 4, 1475 1475 060 060' 8054957 SWDR 11-1 318- Horizontal 4' 1500 037' 4' 1475 060' 8137957 SHDSTRI -. r_. 1t, ,-leoi(Venct 4' T500 M 035',.,, 4 1475. t05. 8268957 SHTEK50 3B Vertical 70 Angle off Vertical 21/2' 4' 850 1500 850 02T j 2• 8150922 XP20 318 Verticw 21/2 14T5, 1005 2' 940 12' 8153922 XP 35 318' Vertical 4' 1500 060' 4- 1475 5 8294922 SXP 20 3B Vertical or up to 45 2' 750 635 - 029' 8295922 SXP 35 318' Vertical or up to 89' 3-112' 1250 060' 7 635 029' 8293957 SWXP35 318 Horizontal 312' t250 O60' 6059957 CST 20 > 38' VerCical 4` 1475 , 3000, 8061957 SWC 20 318 Horizontal 4 1475 3000 8150922 XP 20 318 Vertical 21l2' 850 Pre Pour Structural @ 3000psi 8150922 XP 20 318' Vertical 2-1 IT 850 Post -Pour Range II LWC 5 35 PCF (lbst" 8153922 XP 35 31W Vertical 250250 035 002T 8181922 XP 200 1/4 Vertical 250 ......., 3S .. Vertical 170 02T 8294922 SXP 20 45' 80 027" 8295922 ;` ' SXP 35 31g Vertical 250 060 8293957 SWXP 35 318' Horizontal 80 060' 8153922 XP 35 31W Vertical 500 .060' Max 4 trade size EMT & 6 trade Sze RMC, IMC, and rigid PVC conduit 8294922 SXP.ZO 3l8 Vertical 283 02T Max 4`:frdde size EMT RMC MT & 6 trade and IMC & 5 trade size rigid PVC condud 8295922 SXP 35 318' Vertical 500 .060- Max 4 trade size E _ _ sze RMC, IMC and rigid PVC conduct 8293957 s SWXF 35 3B' Horizontal " 500 d6- Max 41 trade sue EMT & 6lrade sze RMC IMC and id PVC condutri9,.., _ 8149957 C72000 1/4' or 3I8 Onto Vertical Rod UL Listed 4S16- Cable Hanger, Cat. No. C-Z2000 Plenum Rated, Complies w! NEC Standards Nominal Decimal Equivalent .030' .036" .048' .060' .075 .105, 12S .188' .250" SWG 25380 Maximum pipe size in composite wood joist allowed by UL is 3-1 IT UL compiance with NEC Standards SWG 25380 Maximum pipe sae in wood timber or joist allowed by UL is 4' UL and FM tests were performed in compiance with NFPA 13 Standards. SWG 20 Maximum pipe size in composite wood joist allowed by UL is 24I7 Fastening requirement 5 times weight of water -filled schedule 40 pipe plus 250 pounds SWG 20 Maximum oioe size in wood timber or foist allowed by UL is 3• - i"b "_' .ate°;+a Product Features No pre -drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drilVdriver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. E Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. Accommodates up to 3 %" x 12 pitch roof. • Reduces installation cost. 8139957 SH-GST 20 318' 17" Angle off Vertical 3' 1050 1-112' 1 4' 1 1475 1-112' YS® FOR STEEL 8037957 DSTR 1-12 IT Vertical 4' 1500 035 4 1475 105, 8039957 E DSTR 516 318 Vertical - ; 4 u 1500 w03T .- r: 4 1415 105 ... . 8045957 DST 516 318' Vertical 4 1500 18E 4 1475 188' 8046957 TEK 60 318 Vertca q 4 r 15004_ 4 1475 188 ,> 6055957 SWDR 1 18' Horizontal 4' 1500 037" 4' 1475 060' 8056957 SWDR516 _ 318° Nonzontal µ " „ 4 8054957 SWDR 1-12 IT Horizontal 4' 1500 037' 4' 1475 O60 813I957 SH•DSTR 1 318" 17 Angle ofi Verpcal 4 1500 .. 4 _ 1475 _ _ 105 . 2' 940 029' 8150922 XP 20 318' Vertical 2-1 IT 850 027' 4' 1475 105" 8153922 XP 35 318 Vertical 4 1500 060 Y 940 029 8294922 SXP 20 31B' Vertical or up to 45' 2' 750 027' Y 635 029' 8295922 SXP 35 3i8 Vertical or up to 89 312 1250 O60 Y 635 029 8293957 SWXP 35 31T Horizontal 3-112' 1250 060" u bf ` v,^';dlC d' 8061957 SWC 20 318' Horizontal 4' 1475 3000 8150922 XP 20 318 Vertical <. 212 ` 850 Pre Pour Swctural @ 3000pst a 8150922 XP 20 318" Vertical 2-112' 850 Post -Pour Range II LWC 5 35 PCF (lbslftJ 8297900 HD38BC 318' Bottom Chord 1200 6075 Maximum 4' Schedule 40 pipe 6198900 HDI2CZP 12 Bottom Chord 1200 60Z5 Maximum 8°Schedule 40 Pipe 8298900 HD12TC 117 Top Chord 1200 6075 Maximum B' Schedule 40 Pipe 8299900 HD728G 11Y Bottom Chord 1200 60Z,5 A Mazlmum 8' Schedule 40 Pipe SWG 25.380 Maximum pipe size in composite woad joist allowed by UL is 3-t lYUL compliance with NEC Standards. 5WG 25-380 Maximum pipe size in wood Ember orjoist allowed by UL is 4' UL and FM tests were performed in compliance with NFPA 13 Standards. SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-11Z Fastening requirement 5 times weight of water -filled schedule 40 pipe plus 250 pounds. SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3' U L, SUS FM C HANGER ALSO LISTED AS CDROM AND CABLE HARDWARE APPROVED ALSO LISTED AS ANCHOR FOR LUWWRE MUI 7 Southern Fire Protection of Orlando Inc. 3801 E. SR 46, SANFORD, FL 32771 PHONE: (407) 323-4200 FAX: (407) 328-8931 Nov. 15, 2018 Contract No. 861-18 MARINA ISLE ASSISTED LIVING FACILITY FIRE PROTECTION EQUIPMENT ITEM MANUFACTURER MODEL Fire Stop 3-Hour 2-Hour Fire Stop 3-Hour 2-Hour SLEEVELESS WALL PENETRATIONS Hilti Corporation FS-ONE MAX Concrete Wall or Floor Assembly CAM 184 Gypsum Wallboard Assembly WL-1054 SLEEVELESS WALL PENETRATIONS NON-METALIC PIPING Hilti Corporation Concrete Wall or Floor Assembly Gypsum Wallboard Assembly FS-ONE MAX CAJ-2451 WL-2377 FII`TI '14` h a .,r ` ,a,.,.€,.__ #. 'Product?Informition High performance intumescent firestop sealant FS-ONE MAX Product description Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Applications Effectively seals most common through penetrations in a variety of base materials M For use on concrete, masonry and drywall Mixed and multiple penetrations M Metal pipe penetrations Insulated metal pipe penetrations e N Plastic pipe penetrations Cable bundles and trays 0 HVAC penetrations Advantages One product for a variety of common through penetrations M Cost-effective and easy -to -use solution Water -based and paintable 2. W-rated systems available _ Ethylene glycol -free Industry leading VOC results Convenient multi application firestop solution for penetrations Chemical basis Water -based acrylic dispersion Color Red Application temperature 41 eF to 104eF Storage and transportation range 41 eF to 77eF Approx. cure time • 4 mm / 3 days Shelf life 12 months'• Temperature resistance range 4eF to 212°F Mold and mildew performance Class 0 (ASTM G21-13) Mold and mildew resistant Yes Surface burning characteristics ASTM E 84-14) Flame Spread: 0 Smoke Development: 10 Approvals California State Fire Marshal - in progress Tested in accordance with ASTM G21 ASTM E 90 CAN/ULC-S115 UL 1479 ASTM E 814 ASTM E84 At 75'F (24eC) and 50% relative humidity from date of manufacture SSW, FlLL. VOID OR CAVITY MATERIAL Oo FOR USE IN THROUGH -PENETRATION FMFIRESTOPSYSTEMS C usSEEUL FIRE RESISTANCE DIRECTORY C'RRer . 66Y7 APPROVED VIA r..ptemmepa4 .— FHA"' isatraC .l M ukb C tion. O Hilti. Outperform. Outlast. I C ILIM Hilti, Inc. (USA) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hifti.ca Safety Data Sheet ace. to ISO 11014 Printing date 05/18/2015 Version number 1 Page 1/5 Reviewed on 05/18/2015 aProduct identifier aTrade name: FS-ONE MAX Hilti Firestop Filler Mastic CFS-FIL aRelevant identified uses of the substance or mixture and uses advised against No further relevant information available. oApplication of the substance / the mixture Construction chemicals aDetails of the supplier of the safety data sheet aManufacturer/Supplier: Hilti, Inc. 5400 South 122nd East Ave. US -Tulsa, OK 74146 Phone: (800) 879-8000 Fax: (800) 879-7000 Espanol:(800)879-5000 olnformation department: chemicals.hse@hilti.com see section 16 aEmergency telephone number: Chem -Tree Tel.: 1 800 424 9300 Tox Info Suisse - 24 h Service Tel.: 0041 / 44 251 51 51 (international) aClassifrcation of the substance or mixture The product is not classified according to the Globally Harmonized System (GHS). Label elements GHS label elements Void Hazard pictograms Void aSignal word Void Hazard statements Void Classification system NFPA ratings (scale 04) AIL Health = 0 Fire = 0 Reactivity = 0 Other hazards aResults of PBT and vPvB assessment aPBT: Not applicable. nvPvB: Not applicable. 3 Composlhon/Informatlon on Ingredients aChemical characterization: Mixtures Mixture of the substances listed below with nonhazardous additions. to nDescription of first aid measures General information No special measures required. After inhalation Take affected persons into fresh air and keep quiet. After skin contact Immediately wash with water and soap and rinse thoroughly. After eye contact Rinse opened eye for several minutes under running water. Then consult a doctor. After swallowing Seek immediate medical advice. Information for doctor aMost important symptoms and effects, both acute and delayed No further relevant information available. Indication of any immediate medical attention and special treatment needed No further relevant information available, nExtinguishing media Suitable extinguishing agents CO2, extinguishing powder or water spray. Fight larger fires with water spray or alcohol resistant foam. Contd. on page 2) Printing date 05/18120IS acc. to ISO 11014 Version number 1 Page 2/5 Reviewed on 05/18/2015 Contd. ofpage 1) oSpecial hazards arising from the substance or mixture In case of fire, the following can be released: Carbon monoxide (CO) Carbondioxide (CO2) uAdvice for firefighters oProtective equipment: Ensure adequate ventilation oPersonal precautions, protective equipment and emergency procedures Ensure adequate ventilation Wear protective clothing. Particular danger of slipping on leaked/spilled product. aEnvironmental precautions: Do not allow product to reach sewage system or any watercourse. aMethods and material for containment and cleaning up: Pick up mechanically. Dispose contaminated material as waste according to item 13. aReference to other sections See Section 7 for information on safe handling See Section 8 for information on personal protection equipment. See Section 13 for disposal information. aHandling aPrecautions for safe handling No special measures required. uInformation about protection against explosions and fires: No special measures required. aConditions for safe storage, including any incompatibilities aStorage aRequirements to be met by storerooms and receptacles: keep containers securely closed and dry, store at 5 - 25 °C / 41 - 77 °F aInformation about storage in one common storage facility: Not required. oFurther information about storage conditions: None. oStorage class 10 aSpecific end use(s) No further relevant information available. t t t • t O t t aControl parameters oComponents with limit values that require monitoring at the workplace: 57-55-6 propane-1,2-diol WEEL I Long-term value: 10 mg/m3 aAdditional information: The lists that were valid during the creation were used as basis. oExposure controls aPersonal protective equipment aGeneral protective and hygienic measures The usual precautionary measures for handling chemicals should be followed. Avoid contact with the eyes and skin. Keep away from foodstuffs, beverages and feed. Wash hands before breaks and at the end of work. aBreathing equipment: Not necessary if room is well -ventilated. oProtection of hands: Protective gloves. The glove material has to be impermeable and resistant to the product/ the substance/ the preparation. Selection of the glove material on consideration of the penetration times, rates of diffusion and the degradation EN 374 aMaterial of gloves Synthetic gloves The selection of the suitable gloves does not only depend on the material, but also on further marks of quality and varies from manufacturer to manufacturer. As the product is a preparation of several substances, the resistance of the glove material can not be calculated in advance and has therefore to be checked prior to the application. oPenetration time of glove material The exact break through time has to be found out by the manufacturer of the protective gloves and has to be observed. nFor the permanent contact gloves made of the following materials are suitable: Nitrile rubber, NBR Contd. on page 3) US— 1 Page 3/5 1 ! I9 Safety_Data Sheet ___.__-- acc. to ISO 11014 Printing date 05/18/2015 Version number 1 Reviewed on 05/18/2015 I Contd. of page 2) nEye protection: Tightly sealed goggles. EN 166 + EN 170 oBody protection: 0 Protective work clothing. i ri t uInformation on basic physical and chemical properties oGeneral Information uAppearance: Form: Pasty Color: Red o0dor: Characteristic o0dour threshold: Not determined. npH-value: Not determined. uChange in condition Melting point/Melting range: Not determined. Boiling point/Boiling range: 100 °C (212 OF) nFlash point: Not applicable aFlammability (solid, gaseous) Not applicable. oIgnition temperature: Decomposition temperature: Not determined. nAuto igniting: Product is not selhgniting. oDanger of explosion: Product does not present an explosion hazard. nExplosion limits: Lower: Not determined. Upper: Not determined. oVapor pressure at 20 °C (68 °F): 23 hPa (17 min Hg) uDensity: Not determined nRelative density Not determined. uVapour density Not determined. Not applicable. nEvaporation rate Not determined. oSolubility in / Miscibility with Water: Not miscible or difficult to mix oPartition coefficient (n-octanol/water): Not determined. oviscosity: dynamic: Not determined. Idnematic: Not determined. aSolvent content: Organic solvents: 1.0 % Water: 18.5 % 00ther information VOC Content: 9 g/I (EPA Method 24) Contd. on page 4) i A Page 4/5 x e Safety Data Sheet ---_ _— _- acc. to ISO 11014 Printing date 05/18/2015 Version number 1 Reviewed on 05/18/2015 Contd. of page 3) oUN-Number aDOT, ADR, ADN, IMDG, IATA Void aUN proper shipping name aDOT, ADR, ADN, IMDG, IATA Void oTransport hazard class(es) nDOT, ADR, ADN, IMDG, IATA aClass Void aPacking group aDOT, ADR, IMDG, IATA Void aEnvironmental hazards: oMarine pollutant: No aSpecial precautions for user Not applicable. aTransport in bulk according to Annex II of MARPOL73n8 and the IBC Code Not applicable. aUN "Model Regulation": aSafety, health and environmental regulations/legislation specific for the substance or mixture nSara a Section 355 (Extremely hazardous substances): None of the ingredients is listed. Contd. on page.)) us Page 515 low Safety Data Sheet acc. to ISO 11014 Printing date 05/18/2015 Version number 1 Reviewed on 05/18/2015 I Contd. of page 4) a Section 313 (Specific toxic chemical listings): None of the ingredients are listed. aTSCA (Toxic Substances Control Act): All ingredients are listed. uProposition 65: o Chemicals known to cause cancer: 14808-60-7 Quartz (SiO2) aCancerogenity categories nEPA (Environmental Protection Agency) None of the ingredients is listed. oTLV (Threshold Limit Value established by ACGIH) 14808-60-7 1 Quartz (Si02) IA2 aMAK (German Maximum Workplace Concentration) 14808-60-7 Quartz (Si02) I1 aNIOSH-Ca (National Institute for Occupational Safety and Health) 14808-60-7 Quartz (Si02) aChemical safety assessment: not required. t 0 I t111111 POEM This information is based on our present knowledge. However, this shall not constitute a guarantee for any specific product features and shall not establish a legally valid contractual relationship. aDepartment issuing SDS: Hilti Corporation Business Unit Chemicals Quality/Safety/Environment FL-9494 Schaan / Liechtenstein chemicals.hse@hilti.com Tel.: +423 234 3004 FAX.: +423 234 3462 aDate of preparation / last revision 05/18/2015 / - oAbbreviations and acronyms: ADR: Amord europ6en sur ic transport des mamhandises dangem— parRoute (Eumpcan Agreement coneeming the International Caniage of Dangerous Goods by Road) IMDG: Intcmational Maritbnc Codc for Dangerous Goals DOT: US Department of Transportation IATA: Intcmational Air Transport Association ACGIH: American Conf=mc of Governmental Industrial Hygicnitts EINECS: European Inventory of Existing Commemial Chemical Substances ELINCS: European List of Notified Chemical Substances CAS: Chemical Abstracts Service (division of the American Chemical Society) NFPA-- National Fac Protection Association (USA) a* Data compared to the previous version altered. us J 0 . 0 c us Classified by Underwriters Laboratories, Inc. to UL 1479 and CAWULC-S115 System No. C-AJ-1184 ANSIIUL1479 (ASTM E814) CANIULC S115 F Rating — 3 Hr F Rating — 3 Hr T Rating — 0 Hr FT Rating — 0 Hr FH Rating — 3 Hr FTH Rating — 0 Hr i 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Floor may also be constructed of any min 7-1/2 in. (190 mm) thick UL Classified hollow core Precast Concrete Units*. Max diam of opening is 14 in. (356 mm) when concrete floor or wall is used and max 7 in. (178 mm) when precast concrete units are used. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through -Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. (point contact) to max 3-1/4 in. (83 mm). Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 10 in. (254 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 10 in. (254 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing — Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe — Nom 4 in. (102 mm) diam (or smaller) regular (or heavier) copper pipe. 3. Forms — (Not Shown, Optional) — Used as a form to prevent leakage of fill material during installation. Forms to be rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to accommodate the required thickness of fill material. Forms to be removed after fill material has cured. Additional forming material may be used concrete block wall is penetrated. A min 112 in. (13 mm) thickness of min 4 pcf (64 kg/m') mineral wool batt insulation is firmly packed into the annulus as a permanent form and recessed from both surfaces of the wall as required to accommodate the required thickness of fill material. 4. Fill, Void or Cavity Material* — Sealant — Min 1 in. (25 mm) thickness of fill material applied within the annulus. At the point contact location between through penetrant and concrete, a min 112 in. (13 mm) diam bead of fill material shall be applied at the concrete through penetrant interface. When precast concrete units are used, the fill material shall be installed within annular space, flush with lower surface of floor. When concrete block wall is penetrated, a min 1 in. (25 mm) thickness of fill material shall be applied within the annulus flush with both surfaces of wall.. HILT[ CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS605, FS-ONE Sealant or FS-ONE MAX Intumescent Sealant Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Firestop Systems January07, 2015 gS i p C us Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN1ULGS115 System No. W-L-1054 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F Ratings —1 and 2 Hr (See Items 1 and 3) F Ratings —1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr FT Rating — 0 Hr L Rating at Ambient— Less Than 1 CFM/sq ft FH Ratings —1 and 2 Hr (See Items 1 and 3) L Rating at 400 F — Less Than 1 CFMIsq ft FTH Rating — 0 Hr FTH Rating — 0 Hr L Rating at Ambient — Less Than 1 CFM/sq ft L Rating at 400 F — Less Than 1 CFM/sq ft i 1. Wall Assembly — The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified. in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw -attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. (102 to 152 mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board` — 518 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls. The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. January 23, 2015 H i lti Fi restop Systems I Page: 1 of 2 System No. W-L-1054 I 0 2. Through -Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit. D. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material' — Sealant — Min 518 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Hilti Firestop Systems Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. January 23, 2015 J 2of2 MSDS No.: 259 Revision No.: 010 Revision Date: 08/17/04. Page: 1 of 2 f SAFETY DATA SHEET' sy MATERIAL Product name: FS-ONE High Performance Intumescent Firestop Sealant Description: One -part acrylic -based sealant Supplier: Hilti, Inc. P.O. Box 21148, Tulsa, OK 74121 Emergency # (Chem-Trec.): 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) Polyacrylate dispersion xi e Mixture NE NE NE Calcium carbonate 001317-65-3 5 mg/m3 (T) 10 mg/m3 (T) N E Zinc borate 138265-88-0 NE NE NE Ammonium polyphosphate 068333-79-9 NE NE NE Talc 014807-96-6 20 mppcf 2 mg/m N E Expandable graphite 012777-87-6 5 mg/m3 (T) 2 mg/m3 (T) NE Ethylene glycol 000107-21-1 NE C:100 mg/m3 (A) N E i Polybutene 009003-29-6 NE NE NE i 001309-37-1 10 mg/m3 5 mg/m3 N Eiono Glass filament 065997-17-3 NE 5 mg/m3 (T) NE Silicon dioxide 014808-60-7 0.05 mg/m3 (T) 0.1 mg/m3 (T) NE Water 007732-18-5 NE NE NE Abbreviations: PEL = OSHA Permissible Exposure Limit TLV = ACGIH Threshold Limit Value. C = Ceiling. STEL = Short Term Exposure Limit. NE = None Established. NA = Not Applicable. (T) indicates "as total dust. (R) indicates "as respirable fraction". (A) indicates "as an aerosol'. mppcf = million particles per cubic foot Appearance Red paste. Odor Odorless. Vapor Density (air 1) Not determined. . • Vapor Pressure 23mbar @ 20C / 68F Boiling Point Not applicable. VOC Content 75.0 g/L. Evaporation Rate Not applicable. Solubility rn. Water a Soluble. S 1.5 PN ...... ..' .., ..:. , . _... __ . Not determined. Non-flammable. FlaimableLimas:. Not applicable. Not applicable. Use extinguishing media as appropriate for surrounding fire. None known. Use a self-contained breathing apparatus when fighting fires involving chemicals. None known. Thermal decomposition products can be formed such as oxides of carbon, sulfur and phosphorous. Stable. Hazartlous Polymerization Will not occur. Strong acids, peroxides, and oxidizing agents. Thermal decomposition can yield CO and CO2. None known. None known. Possibly irritating upon contact with the eyes or upon repeated contact with the skin. Eye and skin conditions. Dermal. HILTI 0 is a registered trademark of Hilti Corp. General (natural or mechanically induced fresh air movements). Not required, however, safety glasses should be worn in most industrial settings. Avoid skin contact. Cloth gloves are suitable for hand protection. None normally required. Where ventilation is inadequate to control vapors, use a NIOSH- approved respirator with organic vapor cartridges. Never enter a confined space without an Store in a cool, dry area preferably between 400 and 770 F. Keep from freezing. Do not store in direct sunlight. Avoid contact with the eyes or skin. Practice good hygiene; i.e. always wash thoroughly after handling and before eating or smoking. For industrial use only. Keep out of reach of children. Follow label/use instructions. Immediately wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all applicable local, state, or federal requirements. This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. Health 1, Flammability 0, Reactivity 0, PPE B Not regulated. Not regulated. Chemical components listed on TSCA inventory. This product contains < 3% ethylene glycol (CAS 107-21-1) and < 15% zinc borate (re: zinc compounds) which are subject to reporting under Section 313 of SARA Title III (40 CFR Part 372). Not regulated by EPA as a hazardous waste. Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations. Customer Service 1 800 879 8000 ,Technical Senr ce, 1 800 879 8000 Health% Safety: 1 800 879 6000 Jerry Metcalf (x6704) Emergency #;(Chem ,Trec) , , 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 259, Page 2 of 2 77 System No. C-AJ-2451 underwriters Laboratodes, Inc. SECTION A -A 1. Floor or Wall Assembly —Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcQ concrete floor or 5 in. thick reinforced lightweight or normal weight concrete wall. Floor/wall may also be constructed of any UL Classified Concrete Blocks*. Max diameter of opening is See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufactures. 2. Through Penetrants — One nonmetallic pipe or conduit to be installed concentrically or eccentrically within the firestop system. Annular space between pipe or conduit and edge of opening to be min 1/4 in. and max 1-1/4 in. Pipp or conduit to be rigidly supported on both sides of floor -ceiling assembly. The following types and sizes of nonmetallic pipes or conduit may be used: A. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Norn 3 in. diam (or smaller) FLOWGUARD GOLD@ SDR1 1 CPVC for use in closed (process or supply) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Norn 3 in. diam (or smaller) BLAZEMASTERO SDR13.5 CPVC for use in closed (process or supply) piping systems. 3. Firestop System -- The firestop system shall consist of the following: A. Packing Material — Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or both surfaces of wall to accommodate the required thickness of fill material. B. Fill Void or Cavity Materials* - Sealant — Min 1/2 in. thickness of fill material applied within the annulus, flush with top surface of floor or both surfaces of wall.. 13earing the UL Classification Mark Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. SSIF System No. W-L-2377 M N F Ratings.-1 and 2 Hr (See Items 1 and 3) UndervmlersLaboratories,Inc. T Ratings -1 and 2 Hr (See Items 1 and 3) to UL 1479 L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 4007 - 4 CFM/Sq Ft 1. Wall Assembly -The 1 and 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board' - The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 3 in. The hourly F and T Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. mL70 Wj Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. Hilti Fir•estop Systems June 15, 2004 Page: 1 of 2 ASS l,c t` r o System No. W-L-2377 M N F Ratings -1 and 2 Hr (See Items 1 and 3) undew'dlersLaboratories, Inc. T Ratings -1 and 2 Hr (See Items 1 and 3) to UL ,ass L - Rating at Ambient - Less that 1 CFM/Sq Ft L - Rating at 4007 - 4 CFMISq Ft 2. Through Penetrant - One nonmetallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe and periphery of opening shall be min of 0 in. (point contact) to a max 1-1/4 in. Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) FLOWGUARD GOLD@ SDR11 CPVC pipe for use in closed process or supply) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. diam (or smaller) BLAZEMASTERO SDR13.5 CPVC pipe for use in closed process or supply) piping systems. 3. Fill, Void or Cavity Material` - Sealant- Min 5/8 in. and 1-1/4 in. thickness of fill material applied within annulus, flush with both surfaces of wall for 1 and 2 hr rated assemblies, respectively. At point contact location, a min 1/2 in. diam bead of fill material shall be applied to the wall/penetrant interface on both surfaces of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant Bearing the UL Classification Mark i Reproduced by HILTI, Inc. Courtesy of AidUnderwritersLaboratories, Inc. 2004 Hilti Firestop Systems June 15, Page: 2 of 2 I I WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS AND MATERIAL iSUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM: BUILDER SERVICES GROUP INC DBA ADVANTAGE GLASS & SUPPLY EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE TO OWNER / NOTICE TO CONTRACTOR 9214890107899965749474 TFA IV LLC 115 TIMBERLACHEN CIR #2001 LAKE MARY FL, 32746 THE UNDERSIGNED HEREBY INFORMS YOU THAT HE HAS FURNISHED OR IS FURNISHING SERVICES OR MATERIALS AS FOLLOWS: LABOR, INSTALLATION AND BUILDING MATERIALS FOR THE IMPROVEMENT OF REAL PROPERTY IDENTIFIED AS: EXCELSIOR GENERAL CONTRACTORS/ 530 N PALMETTO AVE SECOND FLOOR / SANFORD, FL / As recorded in the public records of SEMINOLE County, FL / Property Control # 25-19-30-515-0000-0020 NOC: OR BOOK 9170 Page 363-364 BLDG ONLY LOTS 2 & 3 SANFORD RIVERFRONT PROJECT PB 14 PG 88; SALES INFORMATION: BOOK 06192 / PAGE 0736; Commercial; UNDER AN ORDER GIVEN BY: EXCELSIOR GENERAL CONTRACTORS Florida law prescribes the serving of the notice and restricts your right to make payments under your contract in accordance with §713.06, Florida Statutes. If this job is bonded under §713.23 Florida Statutes, §713.245 Florida Statutes, §255.05 Florida Statutes; Title 40 U.S.C. §3131 or,any other form of bond, this notice is also notice of intent to make a claim against any statutory or common law bond and the firm sending this notice will look to such bond for protection and payment. The undersigned requests a copy of the payment bond and a copy of any direct contracts relating to the improvements of the aforementioned real property and agrees to pay reasonable copy costs for same. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or The Florida Department of Business and Professional Regulation. Agent For: Builder Services Group Inc DBA Advantage Glass & Supply W/O: 7479444 4250 St. Johns Parkway, Sanford, FL 32771-6378 Job #: 405727319 407 323-0487 Date: 12/05/2019 By: Jorge Iriban t Acct #: 349959 Recipient Type Trackinn ## Name Address Owner 9214890107899965749474 TFA IV LLC 115 TIMBERLACHEN CIR #2, LAKE MARY, FL 32746 Misc 9214890107899965750876 TFA IV, LLC 300 N. PARK AVENUE, SANFORD, FL 32771 General Contractor 9214890107899965751071 EXCELSIOR DEVELOPMENT C 755 RINEHARD ROAD, SUITE, LAKE MARY, FL 32746 Tenant 9214890107899965752573 MARINA ISLE ASSISTED LI 530 NORTH PALMETTO AVE, SANFORD, FL 32771 Contractor EXCELSIOR GENERAL CONTR 881 S CHARLES RICHARD BE, DEBARY, FL 32713 Lender MAINSTREET COMMUNITY BA 1515 E. HIGHWAY 50, CLERMONT, FL 34711 WO# 7479444 - FL Nationwide Notice PO Box 542165 LW, FL 33454 9214 8901 0789 9965 7508 76 TFA IV, LLC 300 N. PARK AVENUE SANFORD. FL 32771 NATIONWIDE N O T 1 C E The Construction Notice printed on the reverse side of this document is only a notice and NOT A LIEN and is not recorded against your property. This notice is not a reflection of the credit worthiness or financial standing of any contractor nor is it an indication of their ability or desire to pay their bills. It is merely a letter informing the owner of the property and/or general contractor that Builder Services Group Inc DBA Advantage Glass & Supply has supplied or will supply services, equipment and/or materials. Failure to ensure that their vendor is paid may result in a lien being placed on your property and your paying twice for the materials and/or services provided to you by the vendor listed on the opposite side of this notice. If you have paid or are about to pay your contractor, ask them for a release of lien to ensure their vendor is paid. If you have any questions about this notice, please call Nationwide Notice at (561) 228-1114. Notices Filed on Project: The undersigned requests a copy of the Notice of Completion, Notice of Cessation, Notice of Commencement and the Construction Lender (if not listed on the reverse side) relating to the improvements of the property described on the reverse side of this document. If none is currently available, this is an ongoing request should one become available in the future. Please send a copy via fax to 561-439-6614, by email to ento@nationwidenotice.com or by certified mail to Nationwide Notice, Inc. PO Box 542165, Lake Worth, FL 33454. Bonded Projects, Updated Owner and General/Prime Contractor Information: The undersigned requests a copy of the payment bond or trust relating to the improvements of the property described on the reverse side of this document. If none is currently available, this is an ongoing request should one become available in the future. The undersigned also requests any updated Owner and General/Prime Contractor inforrriation including the name and address if different from the information -printed on the notice. Please -- send a copy via fax to 561-439-6614, by email to ento@nationwidenotice.com or by certified mail to Nationwide Notice, Inc. PO Box 542165, Lake Worth, FL 33454. Notice: If the work being done on the property described on the reverse side of this document is for improvements to the property which were ordered by a lessee/tenant, please forward a verified copy of the lease provision or a copy of the recorded Notice of Non -Responsibility to the undersigned by fax to 561-439-6614, by email to entoenationwidenotice.com or by certified mail to Nationwide Notice, Inc. PO Box 542165, Lake Worth, FL 33454. If you fail to provide this information within 30 days, or serve a false or fraudeulent copy, your interest as lessor may be subject to a construction lien in favor of the undersigned. If you require information regarding contractor payment status, please contact Builder Services Group Inc DBA Advantage Glass & Supply at the number located at the bottom of the notice. Nationwide Notice, Inc.