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Home My WebLink About210 Park Ave 17-470; TENANT IMPROVEMENTFED Z d7 x3b CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-7-L 0 Documented Construction Value: $ 100,000 Job Address: 210 S Park Ave. Sanford, FL 32771 Historic District: Yes X No Parcel ID: 25.19.30.5AG-0404-0036 Residential CommercialFX] Type of Work: New Addition Alteration N Repair Demo Change of Use Move Description of Work: Tenant Improvement nr=f- % Plan Review Contact Person: Phone: 239-249-4360 Name Hoskins I Street: _ 720,;Qrickl a City, State Zip: L 0- r. °p gas s1t35,t nCL Name Triton Builders Max Hoskins Title: Managing Member Fax: Email: Max@Zlatitude.com Property Owner Information OSANFORDPhone: 239-249-4360 YESResidentofproperty. Street: 2753 Shearwater St. City, State Zip: Clermont, FL 34711 Name: Phone: 352-348-3131 Fax: 352-404-4151 State License No.- Architect/Engineer Information D.S. "Vinder" Chehal Phone: Street: 624 Douglas Ave. Suite 1418 City, St, Zip: Altamonte Springs, FL 32714 Bonding Company: Address: Fax: CGC 1515510 407-227-7368 E-mail: Vinderoo@aol.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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 applicatign JG and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30,2015 , ` l — & 0 t // r G, 'f I S: S_ ' 8 0 Permit Application Ss-lat a 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 ac ate and that all work will be done in com li ce ith all applicable laws regulating construction a ing. 2/20/17 l 2/20/17 iiinatilrof Owner/A ent Date SignatdrYof Contractor/Ager Date Max Hoskins Max Hoskins Print Owner/Agent's Name Prin ontractor/Agent's Name laiu Q Signature of Notary -State of Florida Date Si a -Stateof lon a ANNETTE BLAND Nofxy PWk - 81*0 of FlorldaDa1onI0006023YC"I". Expires Jan 16, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is a so a n to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical ' Mechanical U Plumbing Gas Roof Construction Type: t Occupancy Use: rner6R •-1 If a Flood Zone: Total Sq Ft of Bldg: 1611Min. Occupancy Load: 10.5 # of Stories: New Con t ucrtion: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Revised: June 30, 2015 Permit Application Jop www.ompnd.com Architecture, Interior Design Lic. AA26001536-IB26000997 5323 Millenia Lakes Blvd., #300 Orlando, FL 32839 Ph. 407.696.1901 Fax 407.696.9888 May 16, 2017 City of Sanford Building Department Permit: 17-470 Project Name: Hoskins Proposed Renovations Address: 210 S Park Avenue Sanford, Florida Attn.- Joy Deen Plans Examiner Dear Mr. Deen, Please see the attached responses to your comments, Fog Projects & Design Thank you in advance for your help and please do not hesitate to contact me if you have any questions. Sincerely 2" nom. OM Projects and Design, LLC Vasantrao Shere, Architect Reg. 92543 Vice -President 41 r ARCHITECTURAL 1. Occupancy classification as Mercantile appears incorrect for proposed use. I have established the occupancy classification as A-2, (Assembly). R.- Occupancy has been revised. The space will be mainly used for kitchen cabinets, closets, bathroom cabinets and lighting fixtures and some interior design furniture samples showroom. Occasionally there will be business or social meetings to promote the products. 2. Plans do not contain any occupancy load calculations based on assembly classification. R. - Occupancy load calculations were added on A-0 sheet. 3. No seating plans. R.- Seating plan added on A-4 sheet. 3. Provide manufactures specification for all cooking equipment and hood systems. R.- Thefollowing specs are included in this submittal: Hood - http://www.bestrangehoods.com/store/products/productdetail.aspx?id=ade329e8-21ef- 489c-9ef3-825e7dce0073 Cooktop - http://www.subzero-wolf.com/wolf/cooktops-and-rangetops/gas-stovetop/36-inch- contemporary-gas-cooktop Double Oven - http://www.subzero-wolf.com/wolf/ovens/m-series Steam Oven - http://www.subzero-wolf.com/wolf/ovens/steam-oven/30-inch-m-series- contempora ry-convection-stea m -oven Microwave - http://www.subzero-woIf.com/wolf/microwave-ovens/30-inch-professional-drawer- microwave Warming Drawer - http://www.subzero-wolf.com/wolf/warming-drawer/warming-drawer Coffee Maker - http://www.subzero-wolf.com/wolf/coffee-systems/24-inch-coffee-system-black/ Coffee Warming Drawer - http://www.subzero-wolf.com/wolf/coffee-systems/24-inch-cup- warmine-drawer-black 4. Sheet 3. What will be displayed in the lounge display area? R.- Furniture samples and any other catalogues or interior design samples. STRUCTURAL additional comment I 1. Submit two sets of Florida Product Approval or Miami Dade County Notice of Acceptance for new storefront doors. Must be site specific. R.- Florida product Approval copies included n this submittal. 2. Euro wall storefront doors submittals do not indicate site specific anchoring selections by architect. Table 2. R.- Anchoring Selections included n this submittal. 3. Plans do not indicate specific separation requirements between first and second floor tenant spaces. R. - UL Design L577 2 Hour fire rated Floor/Ceiling assembly indicated on A-4 sheet. 4. Sheet 1. Cannot locate any structural plans for front columns or fagade. R.- Those elements are no structural columns but stucco trim. Plans revised accordingly. MECHANICAL 1. Sheet 6. Plans appear to be incomplete. No supply duct to front of building. R.- A/C ducts are existing to remain and were included on M-1 sheet. PLUMBING 1. Plans do not contain any required plumbing fixture calculations based on assembly classification. R.- Plumbing fixture calculations included in A-0 sheet 2. Provide two sets of Manufactures specifications and installation instructions for grease interceptors. R.- Grease Interceptors requested information is included with this submittal. 3. Provide calculations for sizing grease interceptors. R.- Grease Interceptors sizing calculation is included n this submittal. ELECTRICAL 1. Plans do not include panel legend and circuity for power and lighting. R.- Electrical plans revised to include the requested information 2. Plans do contain any load calculations. R.- Electrical panels and load calcualtions on revised E sheets. 3. Submit two complete and detailed revised plans addressing all above comments. I I oa.E a ai BUSINESS/PROJECT NAME: ADDRESS: CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 ERMIT NUMBER: vp PHONE: d 0 y36o 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: 5,s r.-- /r - i ? K. S By; CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPL-ICA-T-ION--- - Application No: 1-7- LO 0 Documented Construction Value: $ 100,000 Job Address: 210 S Park Ave. Sanford, FL 32771 Historic District: Yes X No Parcel ID: 25.19.30.5AG-0404-0036 Residential Commercial XX Type of Work: New Addition Alteration FA Repair Demo Change of Use Move Description of Work: Tenant Improvement Mrzt ,ra r=r,. -- Plan Review Contact Person: Phone: 239-249-4360 Name Hoskins I Street: 720 City, State Zip L Max Hoskins Fax: Email: Property Owner Information Phone: Name Triton Builders Street: 2753 Shearwater St. City, State Zip: Clermont, FL 34711 Title: Managing N Max@Zlatitude.com M91:111 Resident of property? : YES Phone: 352-348-3131 Fax: 352-404-4151 State License No.: CGC 1515510 Architect/Engineer Information Name: D.S. "Vinder" Chehal Phone: Street: 624 Douglas Ave. Suite 1418 City, St, zip: Altamonte Springs, FL 32714 Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: 407-227-7368 Vinderoo@aol.com 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 it 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: 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 A.FMA : I certify that all of the foregoing information is ac ate and that all work will be done in com Ii ce ith all applicable laws regulating construction a ing. M 2/20/17 l 2/20/17 Sign at of Owner/A ent Date SignatdrKof Contractor/Agen Date Max Hoskins Print Owner/Agent's Name Signature of Notary -State of Florida Date Max Hoskins Name ANNETTE BLAND Nftq pWic . Sfab of Florida Commistion #F GG 06OJ23 My Comm. Explraa Jan 16, 2014 Owner/Agent is Personally Known to Me or Contractor/Agent is erso a n to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing0 Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps• Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 7 2n WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 2 CITY OF SANFORD BY• BUILDING & FIRE PREVENTIOti PERMIT-APPL-ICATIO Application No: 1-7- Documented Construction Value: $ 100,000 Job Address: 210 S Park Ave. Sanford, FL 32771 Historic District: Yes [Z No Parcel ID: 25.19.30.5AG-0404-0036 Residential Commercial 0 Type of Work: New Addition Alteration N Repair Demo Change of Use Move Description of Work: Tenant Improvement Plan Review Contact Person: Max Hoskins Title: Managing Member Phone: 239-249-4360 Fax: Email: Max@Zlatitude-com Property Owner Information Name Hoskins Investments, L., Phone: 239-249-4360 Street: 720::CrickIawe d'T Resident of property? YES City, State Zip: La KeJVl,ur+s y`fni A lie, OliQY.: .rill G.+ •rn+n p. C0 formation Name Triton Builders Phone: 352-348-3131 Street: 2753 Shearwater St. Fax: 352-404-4151 City, State Zip: Clermont, FL 34711 State. License No.: CGC 1515510 Architect/Engineer Information Name: D.S. "Vind1 r1 Chehal Phone: 407-227-7368 Street: 624 Douglas Ave. Suite 1418 Fax: City, St, Zip: Altamonte Springs, FL 32714 E-mail: Vinderoo@aol.com 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 PennitAppiication NOTIC ' In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in public records of this county, and there may be additional permits required from other governmental entities such as water managem=districts,-state-agencies,-O r -federal -agencies. Acceptance f 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 ac ate and that all work will be done in com li cc ith all applicable laws regulating construction a ing. 2/20/17 2/20/17 Signat of ent Date SignatdrKofContractor/Agen Date Max Hoskins Max Hoskins Print Owner/Agent's Name Pr=ontractor,/Agenfs Q. Signature of Notary -State of Florida Date Si a ry-State of Ion a ANNETTE BLAND Nota/q PliOIk - $tate of Florida Cortttelseion tY GG 060623 fill MY Comm. Expires Jan 16, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is erso a1l91lRl n 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: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WATER: BUILDING: Revised: June 30, 2015 Permit Application Lz CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT -APPLICATION - Application No: 1-7— L O Documented Construction Value: $ 100,000 Job Address: 210 S Park Ave. Sanford, FL 32771 Historic District: Yes OX No Parcel ID: 25.19.30.5AG-0404-0036 Residential Commercial X Type of Work: New Addition Alteration N Repair Demo Change of Use Move Description of Work: Tenant Improvement 1 Plan Review Contact Person: Phone: 239-249-4360 Max Hoskins Fax: Email: Property Owner Information Name Hoskins Investments Street: 720 City, State Zip- L Name Street: Title: Managing Member Max@Zlatitude.com Phone: 239-249-4360 Resident of property? : YES 7 i` il?i. illti k"! .flier v .,. .•f4fip" o nformation Triton Builders Phone: 352-348-3131 2753 Shearwater St. Fax: 352-404-4151 City, State Zip: Clermont, FL 34711 State License No.- CGC 1515510 Name: Street: Architect/Engineer Information D.S. "Vinder" Chehal Phone: 407-227-7368 624 Douglas Ave. Suite 1418 Fax: City, St, Zip.• Altamonte Springs, FL 32714 E-mail: Vinderoo@aol.com Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be fund 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 inK e and that all work will be done in com Ii ce ith all applicable laws regulating con2/20/172/20/17 Signal ofowner/A ent Date Signa Date Max Hoskins Omer/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID. Type of ID Max Hoskins Name ANNETTE BLAND Nowt' Pt1011c - State of FloridaCommission0GG *623MYComm. Expires Jan 16.2018 Contractor/Agent is - 'Pers- a T1%Nn to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical[] Mechanical Plumbing[] Gas[] RoofE] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes NoF1 # of Heads APPROVALS: ZONING: 2" RTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes [] No [] WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application FE6 2 0 r 4 . x 2, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPL-ICA-T-ION— Application No: 1-7— H Documented Construction Value: S 100,000 Joss: 210 S Park Ave. Sanford, FL 32771 Historic District: Yes [A No Parcel ID: 25.19.30.5AG-0404-0036 Residential Commercial 0 Type of Work: New Addition Alteration N Repair Demo Change of Use Move Description of Work: Tenant Improvement Plan Review Contact Person: Max Hoskins Title: Managing Member Phone: 239-249-4360 Fax: Email: Max@Zlatitude.com Property Owner Information Name _ Hoskins Investments„ SLP phone: 239-249-4360 Street: 720 City, State Zip: L Name Triton Builders Street: 2753 Shearwater St. City, State Zip: Clermont, FL 34711 Resident of property? : YES m Phone: 352-348-3131 Fax: 352-404-4151 State License No.: CGC 1515510 Architect/Engineer Information Name: D.S. "Vinder" Chehal Phone: 407-227-7368 Street: 624 Douglas Ave. Suite 1418 City, St, Zip: Altamonte Springs, FL 32714 Bonding Company: Address: Fax: E-mail: Vinderoo@aol.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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: 51° 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 accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that alI of the foregoing infoKise and that all work will be done in com Ii ce ith all applicable laws regulating const2/20/17 2/20/17 Signat of Owner/A ent Date Signa r Date Max Hoskins Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Max Hoskins Pr=ontractor/Agent's Q. Si a ry-State of Ion a ANNETTE SLAM) Not" PU611C - Slete of Florida Commlaatott #r GG 060623 fill My CO Exptrea Jan 16, 2018 Contractor/Agent is erso a n to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing0 Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: K47 tt, tk BUILDING: Revised: June 30, 2015 Permit Application qb City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: June 14, 2017 Project: Proposed Renovations Contact Person: Max Hoskins Job Address: 210 S. Park Avenue Contact Phone Number: Application Number: 17-470 Contact E-mail: max zlatitude.com Contact Fax Number: ARCHITECTURAL 1. No comment. STRUCTURAL 1. No comment. MECHANICAL 1. The Hood System you submitted to the Building Department on June 81h of this month is not a Type One or Type Two hood as required by Section 507.2.3 of the Florida Building Code ( Mechanical ) 5th Edition, 2014. PLUMBING 1. No comment. ELECTRICAL 1. No comment. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Deen, Joy From: Deen, Joy Sent: Wednesday, June 14, 2017 9:52 AM To: Max Hoskins' Cc: Aldrich, Dave (Dave.Aldrich @Sanfordfl.gov); Robles, Tim Subject: 210 Park permit number 17-470 Attachments: 17-470C.pdf Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 Revision Response to Comm CERVE UN 0 8 2017 Permit # / / , Ll -y Submittal Date Project Address: C,2 / U Contact: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical ife Safety Waste Water Department Utilities Waste Water Planning Engineering El-' ire Prevention 2/'Building pQw 6?1v City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov QiCEIVED General description of revision: ROUTING INFORMATION Approvals Revision Response to V UN O g 2017 Permit # / /— Ll -7 y Submittal Date Project Address: v2 / U I" q/ -L a-4 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Contact: Ph: Fax: 1D — LJ Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical fife Waste Water Department Utilities Waste Water Planning l Engineering Ea"'Vireire Prevention Ld' Building General description of revision: ROUTING INFORMATION Approvals Revision Response to Comments MAR 2 7 2017 Permit #[ I— J Project Address: 2' to P011P k i U4,l lIV& Y City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date J Z --?ZI -7 Cl- - . ,FL 3z-77/ Contact: MrAk fi j% triS kll S Ph: 2.3 J -- 2, Yui 4/3C(5 Email: Mat @ Z- 16 44.1-1- cY.e Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: co ^I ® no, General description of revision: U 5cc,, S c. 4?e,s ROUTING INFORMATION Department Approvals LJ Utilities ` Z 7.1 Waste Water Planning Engineering Fire Prevention Building Revision V City of Sanford Response to Comments MAR 17 1017 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 B Email: building@sanfordfl.gov Permit # b Project Address: Contact: Ail C'X S Submittal Date Z.7 I Ph: 2-3Y— Zl/ 7— Y 7(,P o Fax: Email: llicSC ( W C O' -N Trades encompassed in revision: Building k(Plumbing Electrical Mechanical Life Safety Waste Water 0 3 2 7 -7 General description of revision: A -JJ .4 ROUTING INFORMATION Approvals yam 3) Z8 1I'7 Department l Utilities 91 Waste Water Planning Engineering Fire Prevention 0 Building 0 3 2 7 -7 General description of revision: A -JJ .4 ROUTING INFORMATION Approvals yam 3) Z8 1I'7 tii; ,, 1I7 Revision '; City of Sanford Response to Comments h' 9 MAR 2 7 2017 Building & Fire Prevention Division I NPh: 407.688.5150 Fax: 407.688.5152 By.— 1-ve), Email- building@sanfordfl gov Permit # Project Address: 2 -co s dotlp/c Contact: 174 X )4os k 2-- s Submittal Date Z I Ph: 2-3Y— Zy q— Y o Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION ApprovalsDepartment Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals Revision 5ResponsetoComments Permit # 1-7- `'4-10 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date WF -0 22 .jtiL-y7.01:. Project Address: 210 ScxAb }ecu- k Ay. Contact: M,&i< 4 cx-, k , rst Ph: ?. Otc3Z Z.2 i o Email: tinea Zl aL4,4o.A e. ao Trades encompassed in revision: 1 Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities W ste Water W Planning El Engineering L`( r ire Prevention Building Fax: Z3 al Z4q 425 4 n General description of revision: Toltec ocAyr.A ma ltd sl ve ,.' V s4- sho w ROUTING INFORMATION Approvals 1 L/ PK L10 ;2 /ay) f, " - - 04 iy: itis L d' CoA,rKr Revision 3 Response to Comments MAY 1 $ wif U1 14 Permit # / —)' 1 ! 3 Project Address: C:/ y S 0" Contact: V S a -Y1 -Y Q- 0 Ph: 7 0 9 c, — f Di v 1 Email: Department Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Submittal Date Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Approvals RECEI E Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building Submittal Date Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: ROUTING INFORMATION Approvals RECEI E INSPECTION SEQUENCE BP# 17-470 ADDRESS: 210 S. Park Avenue BUILDING PERMIT Min Max Inspection Description Footer / Setback 10 Stemwall 20 Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell 10Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame 20 Insulation Rough Firewall Screw Pattern 30 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 Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground 10 Footer / Slab Steel Bond 20 Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1 000 Electric Final PLUMBING PERMIT Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final INSPECTION SEQUENCE BP# 17-470 ADDRESS: 210 S. Park Avenue GAS PERMIT Min Max Inspection Description Gas Underground Piping 10 Gas Rough -In 1000 Gas Final Medical Gas Rough -In Medical Gas Final HOOD SYSTEM PERMIT Min Max Inspection Description Hood System Rough Hood System Insulation Light/Water Test Ck Welds Hood System Final ROOFING PERMIT Min Max Inspection Description Roof Dry -In Final Roof REVISED: June 2014 Bright, energy efficient LED lighting. Perimeter aspiration for superior capture. Included ACR3 remote control lets the busy cook stay in control from anywhere in the kitchen. Optional white glass panels. Hood Sizes Width 43-3/8" Depth 27-1/2" Finish Max CFM Stocked Brushed Professional Grade Stainless 800 Steel Special Order Not Available Features EB12 Lighting Type LED Number of Lamps 6 lamps (3 watts each) Lighting Levels 1 Lighting Lamps Included Yes Control Type 4 -speed Electronic Light Touch Control Features Delay -off, Filter Clean Reminder Remote Control ACR3 Included Filter Type Mesh Grease Filter with Perimeter Aspiration Non -ducted Capability No Hood Blower Included (CC34IQ) Internal iQ6 Blower CFM 600 Sones Low/High 0.3/8.0 Hood Blower Options (CC34E blowers sold separately) External In-line: ILB3 ILB6 ILB9 ILB11 Max CFM 280 600 800 1100 External Exterior: EB6 E139 EB12 E615 Max CFM 600 900 1200 1500 Sone levels using External blowers are typically half of comparable CFM Internal blowers. Accessories White Glass Panels AGPCC34W Automatic MUA Damper MD6T, MD8T, MD10T Requires Fresh Air Inlet) Fresh Air Inlet 641 FA, 643FA, 610FA Installation Requirements Electrical Amps @ 120V Internal: 4.0, External: 6.5 Electrical connection Direct Duct Size -Internal Blower 8" Duct size -External Blower 8" Duct Direction Horizontal Vertical (External vent only) Backdraft Damper Included 0 _ V Installation height above the cooking surface 48" minimum, 72" maximum recommended. PRODUCT APPROVAL EVALUATION RULE, CHAPTER #61 • METHOD 1 OPTION D. FL 18368 Date: 08/26/2015 Detailed Product Description Manufacturer: US ALUMINUM INC. — DIVISION OF CR LAURENCE CO. Manufacturer Address: 7500 NW 69TH AVENUE MIAMI, FL 33166 Model Name: SERIES ""DMS -35" ALUMINUM OUTSWING ENTRANCE DOOR Maximum. Frame Width: 39-1/2"(X) 75-1/2(XX) Maximum Frame Height: 97-1/2" 120" (W/TRANSOM) Maximum Load: +82.3 PSF, -82.3 PSF (Non -Impact) Installation Drawines #'W1S-51 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used Yes X No 6 w TEST ' DESCRIPTION MA TESTLFQCATIONt x 3rr x, . rftIA" m TESTaREPORTs i; si a DATE ',x,s M s. PRODUCT APPROVAL EVALUATION RULE, CHAPTER #61 • METHOD 1 OPTION D. FL 18368 Date: 08/26/2015 Detailed Product Description Manufacturer: US ALUMINUM INC. — DIVISION OF CR LAURENCE CO. Manufacturer Address: 7500 NW 69TH AVENUE MIAMI, FL 33166 Model Name: SERIES ""DMS -35" ALUMINUM OUTSWING ENTRANCE DOOR Maximum. Frame Width: 39-1/2"(X) 75-1/2(XX) Maximum Frame Height: 97-1/2" 120" (W/TRANSOM) Maximum Load: +82.3 PSF, -82.3 PSF (Non -Impact) Installation Drawines #'W1S-51 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used Yes X No Mandatory Tests (Tested' in accordance. with AAMA101/I.S.2/NAFS=02/TAS-202) TEST ' DESCRIPTION MA TESTLFQCATIONt x 3rr x, . rftIA" m TESTaREPORTs i; si a DATE ',x,s M s. Ix TESTnd' v, REPORT # c w .,y X, Tests„:' yg EX Sealed by t gyp,; ASTM E283 Air Fenestration Testing 08/18/2004 FTL-4242 Edmundo Largaespada, P.E. Infiltration Laboratory 10/14/2003 HETI-03-1347 Rafael E Droz-Seda, P.E. Leakage Hurricane Engineering 07/22/2003 HETI-03-1325 Rafael E Droz-Seda, P.E. Testing, Inc. ASTM E330 Uniform Fenestration Testing 08/18/2004 FTL-4242 Edmundo Largaespada, P.E. TAS 202 Static Air Laboratory 10/14/2003 HETI-03-1347 Rafael E Droz-Seda, P.E. Press. Hurricane Engineering 07/22/2003 HETI-03.1325 Rafael E Droz-Seda, P.E. Testing, Inc. AAMA 1304 Forced Entry Fenestration Testing 08/18/2004 FTL-4242 Edmundo Largaespada, P.E. Laboratory Under the limitations of the -attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the: 2014 Florida Building Code. OBJ PJ P ANMgp'O, Evaluation Report Engineer: No 70592 ST OF: T P O R \ Q Javad Ahmad PE # 70592 s G 5 ,O.. Al tll AI-Farooq Corporation EB # 3538 b...... _-.- _.-- ..... . 1163571,an 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog@afceng.com DESIGN LOAD CAPACITY - PSP FRAME WIDTH. LEAI NOMINAL DIMS. LOADS - PSF FRAME WIDTH. L,_ EAf WIDTH LEA, FWIpTF FRAME WIDTH I LEAF WIDTH HEIGHT X) XX ) INCHES INCHES INCHES EXT.(+) INT.(-) 33-1/2" 63-1/2" 29-3/4 i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN. ON. DETAILS, ANCHORS IS GENERIC AND'DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 85-1 2 Vo M a&m o 83 39-1/2" 75-1/2". 0 1, O .3 a 35-3/4 DOORS CAN ALSO BE USED WITH STOREFRONT SYSTEM. 33-1/2" 63-1/2" FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE APPROVAL 29-3/4 Q Dj _ C A LOAD DURATION INCREASE IS USED IN DESIGN 'OF ANCHORS INTO WOOD ONLY. c THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 97-1/2. m 95 39-1/2" 75-1/2" D- SITE SPECIFIC .PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED 35-3/4 O •. z O REQUIREMENTS OF THE FLORIDA BUILDING CODE. - USE. OF THE P.E.D. ENGINEER OF RECORD_ACTNG AS A DELEGATED ST. INFILTRATION RESISTANCE'IS REQUIRED. ENGINEER TO THE P.E.D.. ENGINEER SHALL SUBMIT TO THIS LATTER THE .SITE MANUFACTURER'S SPECIFIC DRAWINGS FOR RENEW. SHALL BE LOCATED ON A READILY VISIBLE LOCATION - - s(, • lD 'Q` 1, i7 WITH THE DATE AND THAT PREPAREDSEAL RSIGNATURE OFACCORDANCEWITHSECTION1710.8.3 OF FLORIDA BUILDING CODE. ES A7j x x ) LABELING. TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONL ENGINEER ER OF RECORDL x) DESIGN LOAD CAPACITY - PSP SINGLE OR DOUBLE ENTRANCE DOORS W/O TRANSOM NOMINAL DIMS. LOADS - PSF FRAME WIDTH FRAME WIDTH FRAME HEC LEAF WIDTH HEIGHT X) XX ) INCHES INCHES INCHES EXT.(+) INT.(-) 33-1/2" 63-1/2" LOWER VALUE RESULTING FROM DOOR CAPACITY CHART OR 29-3/4 82.3 82.3 HORIZONTAL MULLION CAPACITY CHARTS WILL APPLY FOR ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN. ON. DETAILS, ANCHORS IS GENERIC AND'DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 85-1 2 Vo M a&m o 83 39-1/2" 75-1/2". 0 1, O .3 a 35-3/4 DOORS CAN ALSO BE USED WITH STOREFRONT SYSTEM. 33-1/2" 63-1/2" FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE APPROVAL 29-3/4 Q Dj _ C A LOAD DURATION INCREASE IS USED IN DESIGN 'OF ANCHORS INTO WOOD ONLY. c THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF 97-1/2. m 95 39-1/2" 75-1/2" D- SITE SPECIFIC .PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED 35-3/4 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DOORS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. DMS -35 ALUMINUM OUT -SWING ENTRANCE DOOR 3 PER SURFACE APPLIED FALSE MUNTINS MAY BE. USED S2 < R W O n 391/2' FRAMEWIDTH 35 3/4" MAK T / 11 / V , I11 / III IIIIII IIIIII FRAME WIDTH TOTAL NO. OF ANCHORS AT MTG: STILE ENDS 35 3/4" MAX. LEAF WIDTHSUBSTRATE WOOD 5 27" MAX. CONCRETE S METAL 4 D.L. OPG. A N MULLION LOAD CAPACITY CHARTS ON SHEET 2. IL Q; O LOWER VALUE RESULTING FROM DOOR CAPACITY CHART OR A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D) PREPARED BY THIS ENGINEER O v HORIZONTAL MULLION CAPACITY CHARTS WILL APPLY FOR ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN. ON. DETAILS, ANCHORS IS GENERIC AND'DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC L #18368 Vo M a&m o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT: I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P. EOCONTRACTO 0SF-450' - 0 1, O .3 a DOORS CAN ALSO BE USED WITH STOREFRONT SYSTEM. w 0 , r, DN NW3LL FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE APPROVAL Z 7 Q Dj _ C A LOAD DURATION INCREASE IS USED IN DESIGN 'OF ANCHORS INTO WOOD ONLY. c THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF M m Q Waif F ND. 70592 _ a D- SITE SPECIFIC .PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED I I O •. z O REQUIREMENTS OF THE FLORIDA BUILDING CODE. - USE. OF THE P.E.D. ENGINEER OF RECORD_ACTNG AS A DELEGATED ST. INFILTRATION RESISTANCE'IS REQUIRED. ENGINEER TO THE P.E.D.. ENGINEER SHALL SUBMIT TO THIS LATTER THE .SITE MANUFACTURER'S SPECIFIC DRAWINGS FOR RENEW. SHALL BE LOCATED ON A READILY VISIBLE LOCATION - - s(, • lD 'Q` 1, i7 WITH THE DATE AND THAT PREPAREDSEAL RSIGNATURE OFACCORDANCEWITHSECTION1710.8.3 OF FLORIDA BUILDING CODE. ES A7j LABELING. TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONL ENGINEERER OF RECORDL I I 11 II 2 m II W a°' it) oa yIII II \ ACTIVE INACTIVE Nm a Io a D v 3 1/2" MAX. tT" MAX. 31/YMAX. 11" MAX. HEAD/SILL HEAD /SILL HEAD/SILL HEAD/SILL CORNERS CORNERS 4) ANCHORS AT MTG. STILE ENDS HINGES GLASS D.L.O. DIMS. TYPICAL ELEVATIONS AT 3" D.C. 3 PER LEAF D.L.O. HEIGHT = FRAME HEIGHT - 10.625" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.50" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 21.50")/2 SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 SEE Z 0 IV j a. rn ro HURRICANES ZONE (HVHZ)., a N MULLION LOAD CAPACITY CHARTS ON SHEET 2. IL Q; O LOWER VALUE RESULTING FROM DOOR CAPACITY CHART OR A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D) PREPARED BY THIS ENGINEER O v HORIZONTAL MULLION CAPACITY CHARTS WILL APPLY FOR ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN. ON. DETAILS, ANCHORS IS GENERIC AND'DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC L #18368 Vo M a&m o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT: I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P. EOCONTRACTO 0SF-450' - 0 1, O .3 a DOORS CAN ALSO BE USED WITH STOREFRONT SYSTEM. w 0 , r, DN NW3LL FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE APPROVAL Z 7 Q Dj _ C A LOAD DURATION INCREASE IS USED IN DESIGN 'OF ANCHORS INTO WOOD ONLY. c THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF M m Q Waif F ND. 70592 _ a D- SITE SPECIFIC .PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED O •. z O Nm a Io a D v 3 1/2" MAX. tT" MAX. 31/YMAX. 11" MAX. HEAD/SILL HEAD /SILL HEAD/SILL HEAD/SILL CORNERS CORNERS 4) ANCHORS AT MTG. STILE ENDS HINGES GLASS D.L.O. DIMS. TYPICAL ELEVATIONS AT 3" D.C. 3 PER LEAF D.L.O. HEIGHT = FRAME HEIGHT - 10.625" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.50" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 21.50")/2 SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 SEE THIS PRODUCT HAS BEEN. DESIGNED AND TESTED TO COMPLY WITH THE MONOLITHIC GLASS TRANSOM CHART ABOVE FOR DESIGN LOAD CAPACITY. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY - HURRICANES ZONE (HVHZ)., FOR HORIZONTAL MULLION (TRANSOM BAR) SEE HORIZONTAL NON -IMPACT MULLION LOAD CAPACITY CHARTS ON SHEET 2. WOOD BUCKS BY OTHERS, MUST BE .ANCHORIED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - LOWER VALUE RESULTING FROM DOOR CAPACITY CHART OR A- THIS PRODUCT EVALUATION DOCUMENT (P.E.D) PREPARED BY THIS ENGINEER T . HORIZONTAL MULLION CAPACITY CHARTS WILL APPLY FOR ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN. ON. DETAILS, ANCHORS IS GENERIC AND'DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC L #18368 DOORS WITH TRANSOM (O/X OR-0/XX). EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT: I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P. EOCONTRACTO 0SF-450' - PURCHASE AND ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE B INSTALLATIONTOFTHISBE EPRODUCT FBASEDFORTHEON THSCPRODUCT EVALUATION DOORS CAN ALSO BE USED WITH STOREFRONT SYSTEM. NOT PART OF THIS APPROVAL. PROVIDED HE/SHE DOES NOT' DEVIATE FROM THE CONDITIONS DETAILED FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE APPROVAL DN THIS DOCUMENT: VGEM.a '••. ODDORMULLION HI GREQIREMNOR A LOAD DURATION INCREASE IS USED IN DESIGN 'OF ANCHORS INTO WOOD ONLY. c THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF REIT ETSTLOWESTVALUERESULT LAND ANC- METALLIC AND NON-COMPRESSIBLE. ED. BY. ANY MEANS. - ALL SHIMSTO BE HIGH"IMPACT,. NON - L ND. 70592 _ OR STOREFRONT. APPROVAL WILL APPLY TO ENTIRE SYSTEM. D- SITE SPECIFIC .PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECT. WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R) COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROUECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER O •. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER REQUIREMENTS OF THE FLORIDA BUILDING CODE. - USE. OF THE P.E.D. ENGINEER OF RECORD_ACTNG AS A DELEGATED ST. INFILTRATION RESISTANCE'IS REQUIRED. ENGINEER TO THE P.E.D.. ENGINEER SHALL SUBMIT TO THIS LATTER THE .SITE MANUFACTURER'S SPECIFIC DRAWINGS FOR RENEW. SHALL BE LOCATED ON A READILY VISIBLE LOCATION - - s(, • lD 'Q` 1, i7 WITH THE DATE AND THAT PREPAREDSEAL RSIGNATURE OFACCORDANCEWITHSECTION1710.8.3 OF FLORIDA BUILDING CODE. ES A7j LABELING. TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONL ENGINEERER OF RECORDL I I 11 DESIGN LOAD CAPACITY - PSF SINGLE DOOR. HORIZONTAL MULLION (TRANSOM BAR) WITHOUT CLIP NOMINAL DIMS. LOADS - PSF FRAME WIDTH DOOR HEIGHT NSOM HHC E]R. (+) INCHES INCHES INCHES INT. (-) 33-1/2 '97-1/2. 22-1/2 60.0, 26-1/2 -51.4 39-1/2 97-1/2 1 22-1/2 60.0 DESIGN LOAD CAPACITY PSF DOUBLE DOOR HORIZONTAL MULLION (TRANSOM BAR) WITH ANGLE REINFORCED CLIP NOMINAL DIMS. LOADS - PSF FRAME WIDTH DOOR HEIGHT SOM HEIGHT EXT. (+j. INCHES INCHES 'INCHES INT. 63-1/2 97-1/2 22-1/2 60.0 26-1/2 51.4 7s 112 97-1/2 22-1/2 6D.o z WITHOUT CLIP WITH CLIP 00 00 FRAM_ EVJIDTH z FRAME WIDTH r i \ 00 O O O LLILL]] O/X ) ( O/XX ) NOTE: FOR DOORS CAPACITY SEE SHEET 1. FOR HORIZONTAL MULLION CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOORS OR HORIZONTAL MULLION CHART WILL APPLY TO ENTIRE SYSTEM. HINGES 3 PER LEAF NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1.300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION GLAZING DETAIL GLAZING DETAIL DECLARATORY STATEMENT DCA05-DEC-219 DOOR LEAF FIXED LITE FL #18368 L(4) ANCHORS AT MTG. STILE ENDS AT 3" O.C. 1 0 - J O drawing no. W15-51 ho8 TYPICAL ANCHORS ALT.: - w. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING r J 7/16" DIA. ST. STEEL. EDGE DISTtTMYPlCnAL,'ANCHORS METAL ADJUSTABLE PNOT 3 ALUM. BODY 0 I I m oIL w 1/4-.20 MS STAINLESS .STEELBEARING w. j X i/2" FH MS PER BASE 1.750 L'/(#4), BOTTOMPIVOTBASE lI1 TYPICAL ANCHORS AT THRESHOLD SEE ELEV. FOR SPACING OFFSET PIVOT HINGE AT THRESHOLD ti o NoSTRUCTURE EDGE DISTtTMYPlCnAL,'ANCHORS METAL 2 m 3 o' m oIL J IL a I. a tr 2 M N W 7 TYPICAL ANCHORS aQBEEmELEVATIONSS FOR SPACING FOR SPACING Q'W 3 a ZN m jF7MQ., Q w f ~ WOOD BUCKS AND METAL STRUCTURE NOT BY US ALUMINUM MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. z, TYPICAL ANCHORS: SEE ELEV. FOR SPACING c m 1/4" DIA. ULTRACON BY 'ELCO' (Fo=177 KSI, Fy=155 KSI) v z 6U INTO 26Y WOOD BUCKS OR WOOD STRUCTURES m n 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU iBY BUCKS INTO CONC. OR MASONRY z 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) J 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY n 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a E 3i n 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) 1/4". DIA, TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) p j'pp-" O INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") O INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM :' 1/8" THK. MIN. (6083-T5 MIN.) STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE. DISTANCE INTO CONCRETE. AND MASONRY = 2-1/2" MIN. u INTO WOOD STRUCTURE = 1" MIN - INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG -.0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. o0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI. MIN. m oC 1/7j77 O 111 p1 1yg11111 h No.- o. 70592STASTAF',r ( yam AzoR1o1`.: drawing no. Cy• 777i®®RiAl 11 W15-51 FL #18`.368 sheet 3 of g TYPICAL FOR TYPICAL AI SEFOR `. L---- _... D BUCK E SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING 5/16" MAX. i7 FL #18368 ORS vl, 0 N Q a d' 0 0 0 O W M U jr O 0t v vo M 0aa; 0y,^,OQwu: u Z_ JAM< o i 0 V O W U LLE U j 2 N J W 1 7 0 EU =n Q y O v drawing no. W15-51 i TYPICAL ANCHORS SEE ELEVATIONS Y E7 n FOR SPACING in E12GE DIST.. - Z 3 O z F m m ¢ I I w ao wOIL 1000o OG v N 13 ILp> QaOao 0 -a i QwwLL5LLzLa2 oMQ v U ON JO I 5/16" MAX. 0 S m SHIM, O o U U n 19 TYPICAL ANCHORS" w c 21 SEE ELEV. "' m i FOR SPACING OWS J j O I n o Eti n tOall t X 1 X i/8 J c n I ALUM ANGLE (1-3/8• LONG) E c 3 n I AT HORIZONTAL ENDS 19 3 •mp z n I 1II REOD. AT DOUBLE(XX) DOORS ONLY 26 12 o jN N oO¢ J A 10 SMS w • .. ; 1 PER LEG I I1IiI 3 EXTERIOR 0 OPG. s- I 1 TRANSOM FRAME WIDTH co 12- 0 w N w o0 00 O n No. 70592 pQ •'•, SD ss o ..... •,.. 11tN W15-51 FL #18368 X2//1 Aj heel 5 of g i 078 F1.678 TYR I a 875 3.500- 4.452 1 TRANSOM HEAD I 1.456 1.008 734 04 •500 -750 062 1.186 1z DOOR STOP 6801 750 V .625 500 . 050500 6 GLASS STOP 4.500 3.500 1J5 828 07 3TYP. 1.096 z FRAME HEAD 3.773 125 750 C3 3.211 l0 LOCK STILE v.125 1.75 3.698 9) FIXED STILE 3.292 7 125 1.750 TYP. 4-3.773-1 7 TOP/BOTTOM RAIL 6 HINGE/PIVOT STILE, 2:250 02 . - 500 - . 500 - fit=- 4.500--1 f-.250 - 4.000 a THRESHOLD - PIVOT BASE 4.500- 7085 3.500 1.75 28] 076TMP i:a9s I 3 FRAME JAMB 1.937 98 062 .875 51 u GLAZING STOP 1.563 1.406 33 SHEAR BLOCK 3.500 ---_{ 372 o7e 16. ANCHOR PLATE 4.500 la 1.096[-4.500-----1a z 1.750 . 845 175 . 085 O '4 z F W Q 624 .828 Q IL H m O.W O 095 1.096 CL 078 p: TYP. 6 TRANSOM MULLION 2a ALT. FRAME HEAD V o Oacc8 0 Oaw3LL L 2 ui m Qz 11Uiu1u17 i NO. 70592 STIF C draw'ng no. s oR o. y® W15-51 FL #1836 a /,/ it, z a 0 w z oU y z_ N J 4! n 1 o E(3 cp'On E C 3LLnOz o 5 O n 11Uiu1u17 i NO. 70592 STIF C draw'ng no. s oR o. y® W15-51 FL #1836 a /,/ it, LOCK OPTIONS SINGLE DOORS: OPTION 01 8 PLY MORTISE. HOOK LOCK REGENT SERIES #2333 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2" FROM BOTTOM. OPTION M2 THREE POINT LOCK REGENT SERIES #2222 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2" FROM BOTTOM. LOCK OPTIONS DOUBLE DOORS: OPTION Bl ACTIVE LEAF: 8 PLY MORTISE HOOK LOCK REGENT SERIES #2333 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2" FROM BOTTOM. INACTIVE LEAF MANUALLY OPERTED FLUSH BOLTS REGENT #2502 WITH 3/8" DIA. BOLTS AT 12" FROM -TOP AND BOTTOM OPTION # ACTIVE LEAF: THREE POINT LOCK REGENT SERIES /2222 THUMB TURN ON INTERIOR AND KEY OPERATED ON EXTERIOR AT 44-1/2" FROM BOTTOM. INACTIVE LEAF MANUALLY OPERTEO FLUSH BOLTS REGENT #2502 WITH 3/8" DIA. BOLTS AT 12" FROM TOP AND BOTTOM HINGES: OPT ON Al - 4 -1/2 X 4" X .134" THK. TWO PIECE STAINLESS STEEL BUTT HINGES BY HAGER (2) AT 8" FROM TOP AND BOTTOM 1) AT MIDSPAN OF LEAF AS REDD. OPTION 92: CAST ALUMINUM PNOT HINGES BY REGENT 2) AT TOP AND BOTTOM 1) AT MIDSPAN OF LEAF AS REDD. ITEM # PART 6 QUANTITY DESCRIPTION MATERIAL MANF./SUPPIIER/REMARKS 1 BCE -5457 1 TRANSOM HEAD 6063-T6 2 BCE -5451 1 FRAME HEAD 6063-T6 2A BCE -5433 1 ALT. FRAME HEAD 6063-T6 3 BCE -5450 2 OPEN BACK JAMB 6063-T6 4 BCE -3340 1 THRESHOLD 6063-T6 6 BCE -452 AS REDD. TRANSOM MULLION 6063-T6 7 OLD -33 2/ LEAF. TOP/BOTTOM RAIL 6063-T6 8 BCE -3315 AS REDD. HINGE OR PIVOT STILE 6063-T5 9 BCE -3317 1/ LEAF FIX STILE (INACTIVE PANEL) 6063-T5 10 BCE -3316 1/ LEAF LOCK STILE (ACTIVE PANEL) 6063-T5 12 BCE -460 - AS REDD. DOOR STOP 6063-T5 13 BCE -459 AS REDD. GLAZING STOP - 6063-T5 14 DLD-6 AS REDD. GLASS STOP 6063-T5 i6 BCE -475 AS REDD. ANCHOR PLATE, 3" LONG AT ANCHORS 6063-T6 18 AS REDD. GASKET, BULB DUROMETER 67, BASE OUROMETER 90 SANTOPRENE 19 2546 AS REDD. GLAZING GASKET, DUROMETER 65±5 SOFT PJC MELTPOINT PLASTICS 20 2/ LITE SETTING BLOCK (DOOR), DUROMETER 90±5 EPDM 1/4" X 1/2" X 1" LONG 21 2/ LITE SETTING BLOCK (TRANSOM), DUROMETER 90±5 EPDM 7/16" X 3/4" X 1-7/8" LONG 23 10 X 1" AS REDD. FRAME ASSEMBLY SCREWS P.H. .SMS 24 12-24 X 1/2" 4/ HASP HINGE INSTALLATION SCREWS F.H. MACHINE SCREWS 26 BW -76 BULB W'STRIPPING, DUROMETER 70±5 VINYL. 444"H X .280 T -SLOT 27 T4216 -K PILE WITH FIN WEATHERSTRIPPING ULTRAFAB 29 OH -4 SHEAR BLOCK 6063-T5 30 2 - 3 X 2 X 1/8" ANGLE, 1-3/4" LONG ALUMINUM 32 2/ LEAF I FLUSH BOLT GUIDE CHANNEL STEEL 3" LONG 33 2/ HINGE HINGE REINFORCING PLATES STEEL 1-1/2" X 1/4" X 8" LONG SEALANTS: FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER. LEAF JOINTS SEALED WITH SILICONE. 29116" T 65 nim) 1, 1-3113" (41 Trim)• 35 m.1t T2 r 1- 16' (9.5 min) 33 mm) 13 mm) 1-tJ9' 11?' 1 tY ( i ( 32 mm)P(411 13nrh) gmm) + 9p3mm) 41 ) 35 rnm) 4 2 (25 mm) 51mm) 33 mm) (114 MT) FL #18368 No. 70592 p `•. su s . drawing no. W15-51 ALUM PLATE 4" LONG 10-24 X 3/4" P.H. M SCREWS 3/8-24 X 1-1/2" I T S.H. M. SCREWS 35 11 2-1/2" LONG DOOR TOP/BOTTOM CORNER 10-24 X 1/2" F.H. M SCREWS I 3 X 2 X 1/8' ALUM ANGLE FRAME TOP CORNER 10-24 X 1/2" F.H. M SCREWS l4 FRAME LOWER CORNER TRANSOM CORNER No. 70392 A.tv STI .F ,F ty` drawing no. 3 FCORID`.•'G2 W15-51 FL #15368 -,//111 AL1,, sheet g of 8 i s 4/28/201; BXUV.L577 - Fire -resistance Ratings - ANSI/UL 263 t, Axabl Page Bottom Design No. L577 BXUV.L577 Fire -resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. L577 October 10, 2016 Unrestrained Assembly Rating — 2 Hr. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://database.ul .comlcgi-binIXY V/templatelLISEXTI I FRAMElshowpage.html?name=BXUV.L577&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid .. 1/7 4/28/2017 BXUV.L577 - Fire -resistance Ratings - ANSFUL 263 1. Flooring Systems The flooring system shall consist of one of the following: System No. 1 Subflooring — Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) — Nom 0.010 in. thick commercial asphalt saturated felt. Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO — Types LRK, HSLRK, CSD USG MEXICO S A DE C V — Types LRK, HSLRK, CSD Floor Mat Materials* — (Optional) — Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. UNITED STATES GYPSUM CO — Types SAM, LEVELROCK® Brand Sound Reduction Board, LEVELROCK@ Brand Floor Underlayment SRM -25. Alternate Floor Mat Materials* — (Optional) — Nom 3/8 in. thick floor mat material loose laid over the subfloor. GRASSWORX L L C — Type SC50 System No. 2 Subflooring Min 15/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier — (Optional) — Commercial asphalt saturated felt, 0.030 in. thick. I http://database.ul.condcgi-bin/XYV/template/LISEXT/IFRAME/showpage.html?name=BXUV.L577&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid.. 2/7 4/28/2017 BXUV.L577 - Fire -resistance Ratings - ANSI/UL 263 Vapor Barrier — (Optional) — Nom 0.010 in. thick commercial rosin -sized building paper. Finish Flooring* — Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor- and Roof -Topping Mixtures (CCOX) category for names of Classified Companies. Floor Mat Materials* — (Optional) — Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC — Types Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* — (Optional) — Floor mat material Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Types Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* — (Optional) — Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC — Types Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* — (Optional) — Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC — Types Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* — (Optional) — Floor mat material Nom. 1/4 in. entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Types Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT System No. 3 Subflooring — Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) — Nom 0.030 in thick commercial asphalt saturated felt. Finish Flooring — Floor Topping Mixture* — Min. 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1500 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. MAXXON CORP — Types D -C, GC, GC 2000, L -R, T -F, CT, SS RAPID FLOOR SYSTEMS — Types RF, RFP, RFU, RFR, Ortecrete Floor Mat Materials* — (Optional) — Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. MAXXON CORP — Types Acousti-Mat I, Acousti-Mat II, Acousti-Mat II HP, Enkasonic 9110, Enkasonic 9110 HP, Acousti-Mat 3, Acousti-Mat 3 HP, Acousti-Mat LP, Acousti-Mat LP -R, Acousti-Mat SD. Floor Mat Reinforcement — (Optional) - Refer to manufacturer's instructions regarding minimum thickness of floor topping over each floor mat material, primers, and use of crack suppression reinforcement. MAXXON CORP — Crack Suppression Mat (CSM) or Maxxon Reinforcement (MR) Metal Lath — (For use with or as an alternate to Crack Suppression Mat (CSM) or Maxxon Reinforcement (MR)) — 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Deleted System No. 4 System No. 5 j http://database. ul.com/cgi-bin/XYV/template/LISEXT/I FRAM E/showpage.html?name=BXUV.L577&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid.. 3/7 a F 4/28/201,7 BXUV.L577 - Fire -resistance Ratings - ANSI/UL 263 Subflooring — Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood or panels secured to trusses with construction adhesive and No. 6d ringed shank nails, spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) - Nom 0.010 in. thick commercial asphalt saturated felt. Finish Floor - Mineral and Fiber Board* — Min 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft. All joints.to be staggered a min of 12 in. with adjacent sub -floor joints. HOMASOTE CO — Types 440=32 Mineral and Fiber Board System No. 6 Subflooring - Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. ALLIED CUSTOM GYPSUM — Types Accu -Crete, Accu Radiant, Accu Level G40, Accu Level SD30 and Accu Level G50d Floor Mat Material* — (Optional) — Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in. ALLIED CUSTOM GYPSUM — Types AccuQuiet P80, Type AccuQuiet C40, AccuQuiet D13, and Type AccuQuiet D-18 System No. 7 Subflooring - Min 19/32 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. Floor Mat Materials* — (Optional) — Floor mat material nom 1/8 in. (3 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 3/4 in. (19 mm) HACKER INDUSTRIES INC — FIRM -FILL SCM 125 Alternate Floor Mat. Materials — (Optional) - Floor mat material nom 1/4 in. (6 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25 mm) HACKER INDUSTRIES INC — Type FIRM -FILL SCM 250 Alternate Floor Mat Materials — (Optional) — Floor mat material nom 3/8 in. (10 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/4 in. (32 mm) HACKER INDUSTRIES INC — FIRM -FILL SCM 400 Alternate Floor Mat Materials — (Optional) — Floor mat material nom 3/4 in. (19 mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38 mm) HACKER INDUSTRIES INC — Type FIRM -FILL SCM 750 Alternate Floor Mat Materials — (Optional) — Floor mat material nom 5/64 in. (2 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor -topping mixture. Floor topping thickness a min 1 in. over the floor mat. HACKER INDUSTRIES INC — Type Hacker Sound-Mat.(HSM1.02) Alternate Floor Mat Materials — (Optional) — Floor mat material nom 1/4 in. (6 mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32 mm) of floor -topping mixture. HACKER INDUSTRIES INC — Type Hacker Sound -Mat II. (HSM2.06) http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=BXUV.L577&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid.. 4/7 4/28/2017 BXUV.L577 - Fire -resistance Ratings - ANSI/UL 263 Metal Lath (Optional) — For use with 3/8 in. (10 mm) or greater floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement_ of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC — Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Firm -Fill 4010, Firm -Fill High Strength, Gyp -Span Radiant System No. 8 Subflooring —'Nom 23/32 in. thick wood structural panels installed perpendicular to trusses with end joints staggered. Plywood panels secured to trusses with construction adhesive and No.6d ringed shank nails spaced 12 in. OC along each truss. Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Vapor Barrier — (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring — Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. DEPENDABLE LLC — GSL M3.4, GSL K2.6 or GSL RH Floor Mat Materials* — (Optional) — Nom. 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 55/025 and Quiet Qurl 55/025 N Alternate Floor Mat Materials* — (Optional) — Floor mat material Nom. 3/8 in, thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials* — (Optional) — Floor mat material Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 65/075, Quiet Qurl 65/075 N Alternate Floor Mat Materials* — (Optional) — Floor mat material Nom. 1/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC — Type Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials* - (Optional) — Floor mat material Nom. 1/4 in. entangled net core with a compressible fabric attached to the bottom loose laid over.the subfloor. Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC — Quiet Qurl 55/025 MT and Quiet Qurl 55/025 N MT 2. Trusses — Parallel chord trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Min truss depth is 12 in, Truss members secured together with min 0.0356 in. thick galv steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approx. 7/8 in. centers with four rows of teeth per inch of plate width. 3. Gypsum Board* — Three layers of 5/8 in. thick by 4 ft wide gypsum board. Top layer boards installed with the long dimension perpendicular to trusses with end joints located under bottom of trusses. End joints in adjacent rows shall be staggered on adjacent trusses . Top layer boards secured to bottom chord of trusses with 1-5/8 in. long Type S bugle head screws, spaced max 8 in. OC. Screws located 1-1/2 to 2 in., and 3/4 in. from side and end joints, respectively. Bottom two layers of gypsum board installed perpendicular to furring channels with end joints centered on the furring channels. Middle layer boards secured to each furring channel with 1 or 1-1/4 in. long Type S-12 bugle head steel screws spaced max 8 in. OC. Screws located 1-1/2 to 2 in. and 5/8 to 3/4 in. from side and end joints, respectively. Face layer boards secured to each furring channel through the middle layer with 1-5/8 or 1-7/8 in. long Type. S-12 bugle head steel screws, spaced a max of 8 in. OC. Screws located 1-1/2 to 2 in. and 5/8 to 3/4 in. from side and end joints, respectively. End joints and side joints of the face layer boards shall be staggered a min of 16 in. from the joints in the middle layer. If end joints of the face layer boards are not centered on the furring channels, the end of boards at the end joint shall be attached to the middle layer boards with 1-1/2 in. long Type G steel screws spaced 8 in. OC and located I- 1/2 in. from the end joint. When Steel Framing Members (Item 4A) are used - Three layers of 5/8 in. thick by 4 ft wide gypsum board installed with long dimension perpendicular to furring channels Item 4A. Top layer secured with 1 or 1-1/4 in. long Type S bugle head screws, spaced max 8 in. OC. Screws located 1-1/2 to 2 in., and 3/4 in. from side and end joints, respectively. Middle layer boards secured to furring channels with 1-5/8 or 1-7/8 in. long Type S-12 bugle http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=BXUV.L577&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid.. 5/7 4/28/2017 BXUV.L577 - Fire -resistance Ratings - ANSI/UL 263 head steel screws spaced max 8 in. OC. Screws located 1-1/2 to 2 in. and 5/8 to 3/4 in. from side and end joints;,. respectively. Face layer boards secured to each furring channels with 2-1/4 in. long Type S-12 bugle head'steel`screws, spaced a max of 8 in. OC. Screws located 1-1/2 to 2 in. and 5/8 to 3/4 in. from side and end joints, respectively: Butted end joints shall be staggered minimum 2 ft. within the assembly. Additional furring channels constructed as per Item 4A shall be used to support each end of each gypsum board. These additional furring channels shall be attached to underside of the truss with Genie clips as described in Item 4A. Screw spacing along the gypsum board butt joint shall be 8 in. OC. Butted side joints shall be offset min 16 in. CGC INC — Types C, IP -X2, IPC -AR UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR USG BORAL ZAWAWI DRYWALL L L C SFZ — Type C USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR 4. Furring Channels — Resilient channels, 1/2 in. deep, or inverted hat type furring channels, 7/8 in. deep, formed from 0.019 in. thick galv steel, spaced 12 in. OC perpendicular to trusses. Channels secured to each truss with 1-7/8 in. long Type S steel screws. 4A. Steel Framing Members* — (Not Shown) — As an alternate to Item 4. a. Furring Channels — Formed of No. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in. deep, spaced 12 in. OC perpendicular to wood structural members. Channel spacing may be increased to 16 in. OC if insulation Item 5 is secured against the subfloor. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to trusses (Item 2). GenieClips spaced 48 in. OC along the furring channels, and secured to trusses with No. 8 x 2- 1/2 in. course drywall screw through the center grommet. Consecutive rows of Genie Clips staggered by one channel. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 3. PLITEQ INC — Type GENIECLIP 4B. Steel Framing Members* — (Not Shown) — As an alternate to Item 4. a. Furring Channels — Formed of No. 25 MSG galv steel, 2-5/8 in. wide by 7/8 in deep, spaced 12 in OC, perpendicular to wood structural members. Channel spacing may be increased to 16 in. OC if insulation Item 5 is secured against the subfloor. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to the trusses (Item 2). Clips spaced at 24" OC and secured to the bottom of the trusses with one No. 10 x 2-1/2 Coarse Drywall Screw through the center hole. Furring channels are then friction fitted into clips. As an alternate, ends of channels are overlapped 6" and screwed with four No. 8 x 1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Additional clips are required to hold the Gypsum Butt joints as described in item 3. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 5. Batts and Blankets* — Any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. Insulation secured against the subflooring, held suspended in the concealed space or draped over the resilient channels (or furring channels) and gypsum panel membrane. There is no limit in the overall thickness of insulation. 5A. Loose Fill Material* — As an alternate to Item 5, any loose fill material bearing the UL Classification Marking for Surface Burning Characteristics. There is no limit in the overall thickness of insulation. 6. Finishing System — (Not Shown) — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw -heads. Nom 2 in. wide paper tape embedded in first layer of compound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may'be applied to the entire surface of gypsum board. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2016-10-10 I http://database.ul.com/cgi-bin/XYV/template/LISEXT/IFRAME/showpage.html?name=BXUV.L577&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid.. 6/7 I 4/28/2017 BXUV.L577 - Fire -resistance Ratings - ANSI/UL 263 Ouestions? Print this page Terms of Use Page Top 2017 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2017 UL LLC". i http://database:ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpage.html?name=BXUV.L577&ccnshorttitle=Fire-resistance+Ratings+-+ANSI/UL+263&objid.. 7/7 A Submittal Sheet 09250 w._._,._._ ,. _ ._ . .— i Firecodee Cores Quality interior wall and ceiling panels at low cost Fire-resistant dry construction Quick installation and decoration Score and snap easily Resist cracking and warping Specialized types for all systems Description SRFErROCK® brand gypsum panels are factory -fabricated, composed of a fire-resistant gypsum core encased in heavy natural -finish face paper and strong liner paper on the back side. The face paper is folded around the long edges to reinforce and protect the core, and the ends are square -cut and finished smooth. Long edges of panels are tapered, allowing joints to be reinforced and concealed with a USG joint treatment system. SHEETROCK gypsum panels are available with three core types for standard construction uses. Regular core With a regular core, available in three thicknesses for specific purposes. 1/2" Panels Recommended for single -layer application in residential construction. 3/8" Paneis Lightweight, applied principally in the double-wall system over wood framing, and in repair and remodeling. 1/4" Panels Lightweight, low-cost, utility gypsum panels, used as base layer for improving sound controlJn double - layer steel and wood -stud partitions, and for use over old wall and ceiling surfaces. Also for forming curved surfaces with short radii. FIRECODE® Core 5/8" Type X Gypsum Panels Provide additional fire resistance over regular panels. FIREsooE C Core 1/2° and 5/s!' Type C Gypsum Panels Specially formulated mineral core provides fire resistance superior to that offered by FIRECODE Core gypsum panels. Limitations 1. Avoid exposure to sustained temperatures exceeding 125 °F (52 °C). 2, Avoid exposure to excessive, repetitive or continuous moisture before, during and after installation. Eliminate sources of moisture immediately. 3. Non -load bearing. 4. Fire -resistance ratings achieved when assembled in accordance with UL designs. Finishing and For high-quality finishing results, USG recommends the following products: Decorating SHEETROCK® ready -mixed joint compounds SHEETROCK® setting -type joint compounds SHEETROCO joint tape SHEETROCK® First Coat primer SHEETROCKTI paper -faced metal bead and trim SHEETROCK® TUFF -HIDE" primer -surfacer Painting products and systems should be used which comply with recommendations and requirements in Appendixes of ASTM C840. For priming and decorating with paint, texture or wall covering, follow manufacturer's directions for materials used. All surfaces, including applied joint compound, must be thoroughly dry, dust -free, and not glossy. Prime with SHEETROCK First Coat primer or with an undiluted, interior latex flat paint with high -solids content. Allow to dry before decorating. To improve fastener concealment, where gypsum panel walls and ceilings will be subjected.to severe artificial or natural side lighting and be decorated with a gloss paint (egg shell, semi -gloss or gloss), the gypsum panel surface should be skim coated with joint compound. This equalizes suction and texture differences between the drywall face paper and the finished joint compound before painting. As an alternative to skim coating, or when a Level 5 finish is required, use SHEETROCK TUFF HIDE" primer -surfacer. Product Data size: 1/411, 3/8",1 /2" and 5/8" x 48" wide; 8'-14' long. 1 /2" and 5/8" also available in 54" wide. Weight: 1/411 —1.2 lbs/sf; 3/8" —1.4 lbs/sf; 1/2" —1.6 lbs/sf; 5/8" — 2.2 lbs/sf. Thermal Resistance "R": For 112" thickness; 0.45 °F x ft.2 x h/Btu (0,08 K x m2AV). Thermal Coefficient of Expansion: Unrestrained: 40-100 °F (4-38 °C): 9.0 x 10-6 in./in./°F (16.2 x 10-1 mm/mm/°C) (16.2 pm/m/°C). Hygrometric Coefficient of Expansion: Unrestrained: 5-90% r.h. 7.2 x 10-6 in./in./% r.h. (7.2 x 10—e mm/mm/% r.h.) (7.2 um/m/% r.h.). Packaging: 2 panels per bundle. Test Data Surface Burning Characteristics: Flame spread 15, smoke developed 0. Maximum Frame Spacing Direct Application Panel thickness(') Location Application methodm Max. frame spacing ox. Drywall Construction in. mm in. mm Single -Layer 3/8 9.5 ceilingspi perpendicular() 16 406 I.............................. parallel(') 16 406 1/2 12.7 ceilings perpendicular 20)(6) 610 parallel(4) 16 406 sidewalls parallel or perpendicular 24 610 paralleP) 16 406 5/8 15.9 ceilingsR perpendicular 24 610 sidewalls parallel or perpendicular 24 610 Double -Layer 3/8 9.5 ceilingsm perpendicular 16 406 sidewalls perpendicular or parallel 2401 610 1/2 and 5/8 12.7 and 15.9 ceilingsperpendicular or parallel 24re( 610 I ... ................ .......... sidewalls perpendicular 201 610 1) 5/8" thickness is recommended for the finest single -layer construction, providing increased resistance to fire and transmission of sound; 1/2" for single -layer application in new residential construction and remodeling; and 3/8" for repair and remodeling over existing surfaces. (2) Long edge position relative to framing. 3) Not recommended below unheated spaces. (4) Not recommended if water-based texturing material is to be applied. (5) Max. spacing 16" if water-based texturing material is to be applied. (6) If 1/2" SHEETROCK® interior ceiling board is used in place of gypsum panels, max. spacing is 24" o.c. for perpendicular application with weight of unsupported insulation not exceeding 1.3 psf.,16" o.c. with weight of unsupported insulation not exceeding 2.2 psf. (7) Adhesive must be used to laminate 3/8" board for double -layer ceilings. (8) Max spacing 16" o.c. if fire rating required. Compliance Submittal Job Name Approvals: Contractor Meets ASTM C1396. Trademarks Note The following trademarks Products described here used herein are owned may not be available in all by United States Gypsum geographic markets. Consult Company or a related your U.S. Gypsum Company company: DuRABOND, EASY sales office or representative SAND, FIRECODE, SHEETROCK, for information. TUFF HIDE,. Notice We shall not be liable for incidental and consequential damages, directly or indirectly sustained, nor for any loss caused by application of these goods not in accordance with current printed instructions or for other than the intended use. Date Our liability is expressly limited to replacement of defective goods. Any claim shall be deemed waived unless made in writing to us within thirty 30) days from date it was or reasonably should have been discovered. Safety First! Follow good safety and industrial hygiene practices during handling and installation of all products and systems. Take necessary precautions and wear the appropriate personal protective equipment as needed. Read material safety data sheets and related literature on products before specification and/or installation. Manufactured by 800 USG.4YOU (874-4968) W131473/rev. 1-07 go United States Gypsum Company usg.com © 2007, United states Gypsum Company 550 West Adams Street Printed in U.S.A. Chicago, IL 60661 Revision'D Response to Comments TV1 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov 7y '1 Permit # I T Submittal Date Project Address:—,4/0 Contact: Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical C-I—L-ife Safety Waste Water Department Utilities Waste Water Planning Engineering Fax: General description of revision: ROUTING INFORMATION Fire Pr vention Building Approvals SPECIFICATION DATA SHEET MODEL No. 1565 -CRD 6390 Philips HighwayCROWNNJacksonville, FL 32216 CEILING RADIATION DAMPER PRODUCTS COMPANY, INC. Phone (904) 737-7144 PLENUM / REGISTER BOX ASSEMBLY Date: 10/26/09 rev. Drawn by: M.D.C. DIMENSIONAL DATA 1 HOUR RATED CRD/REGISTER/GRILLE ASSEMBLY CRD/PLENUM BOX ASSEMBLY FOR FLOOR/CEILINGOUTSIDEDIMENSIONOFBOX = REGISTER SIZE PLUS 3". AND ROOF/CEILING WOOD TRUSS ASSEMBLIES- UL DESIGN L-563, L-585, P-544, P-547 HEIGHT OF BOX = DIAMETER OF THE COLLAR SIMILAR TO L-521, L-528,1-546, P-522.) PLUS 5-1/2", MAXIMUM HEIGHT 16" o COLLAR = 3" LONG. RADIATION DAMPER RECESSED 2". WIRE RANGING BRACKETS MINIMUM REGISTER SIZE = 4" X 4". OPTIONAL) c MAXIMUM REGISTER SIZE =16" X 16" (MAXIMUM o AREA 256 SQ. IN.) MINIMUM COLLAR SIZE = 4" DIAMETER. MAXIMUM COLLAR SIZE =10" DIAMETER. 0 FABRICATION DATA OUTER BOX: 28 GAUGE GALVANIZED STEEL. COLLAR: ROLL FORMED 28 GAUGE GALVANIZED STEEL. EASY ACCESS FUSIBLE LINK INTERNAL INSULATION: R-6.0 1/2" OUTBOARD FLANGE FEATURES RADIATION DAMPER FEATURES: U.L.CLASSIFIED 3 HOUR RATING. U.L. LISTED LINK (165 DEGREE F. STANDARD). LLOYD INMODEL CRD PEn RECTANGULAR CEEILINGILING RADIATION DAMPER R-6 INSULATION BLADES: 22 GAUGE GALVANIZED STEEL. RATED PER UL 5550. 2" CLEARANCE FOR REGISTER CERAMIC FIBER WITH FIBERGLASS COVER. U.L. CLASSIFIED 3 HOUR RATING. DRYWALL FLANGE CERAMIC INSULATION IS NOT REQUIRED ON DAMPERS WITH AND IS OPTIONAL. p$SIP FAREASLESSTHAN80SQUAREINCHESV. O UL CLASSIFIED DAMPERS ABOVE 80 SQUARE INCHES WILL BE PROVIDED WITH SEE COMPLETEBLADEINSULATION.) C`, US MARKING ON PRODUCT OPTIONS SPECIAL NOTES No. 1575 -CRD CEILING RADIATION DAMPER I HOUR RATED CRD/REGISTER/GRILLE ASSEMBLY WITH CRD/PLENUM BOX ASSEMBLY FOR USE IN BOX WITH TOP ENTRY. FLOOR -CEILING AND ROOF -CEILING WOOD TRUSS CONSTRUCTION OF TYPES L-563, L-585, P-544; P-547. AVAILABLE WITH EXTENDED DRYWALL FLANGE SIMILAR TO L-521, L-528, L-546, P-522.) FOR DOUBLE LAYER GYPSUM CEILING MATERIALS INSTALLATION. LLOYD INDUSTRIES CEILING RADIATION DAMPER U.L. CLASSIFIED 3 HOUR RATING USED IN ASSEMBLY. CROWN MODEL No. 1565 -CRD CORRESPONDS TO MODEL CRD 50 -BT & CRD 50 -EA -BT. UL FILE No. RI5858 a CROWN MODEL No. 1565 -CRD CORRESPONDING TO U1%,"WN MODEL CRD 50 -BT AND CRD 50 -EA -BT PRODUCTS COMPANY, INC. CROWN MODEL No. 1575 -CRD CORRESPONDING TO 5390 Philips Highway MODEL CRD 55 -BT AND CRD 55 -EA -BT Jacksonville, FL 32216 Phone (904) 737-7144 TRUSS/GYPSUM INSTALLATION INSTRUCTIONS MODEL CRD 50 -BT AND CRD 50 -EA -13T (900 RECTANGLE CRD/REGISTER BOX ASM.) MODEL CRD 55 -BT AND CRD 55 -EA -BT (STRAIGHT RECTANGLE CRD/REGISTER BOX ASM.) MODEL CRD 55 -BT -450 AND MODEL CRD 55 -EA -BT -450 OPTIONAL ANGLOREENDS FOR SIDE FASTENING IN TRUSSES OPTIONAL FLUSH MOUNT INST',)ON DRNE SS LOCKS ON BOX FLANGES IN PLACE OF HANGER ANGLES 1 HOUR RATED ASSEMBLIES FOR USE IN FLOOR/CEIUNG, ROOF/CEILING: TRUSS/GYPSUM CONSTRUCTION UL DESIGNS: L563. 1-585, L574, P544, P547, P545 FLOOR/ROOF DECKING NgrHANGER ATED PLENUM BOX Cord and or Solid 0 CRD (RECTANGLE) CEILING RADIATION DAMPER ANGLE TO PLENUM BOX FASTENER OPT10N5: 2 MIN.) #8 OR #10 X 3/4 LG. TECH SCREWS 2) 3/16 DIA RNETS, OR SPOT WELDS. OR EACH HANGER ANGLE GER ANGLES 1-1/2 X 18 GA to 16 GARMVCEILINGMATERIALS REGISTER/GRILLE (SUPPLIED BY OTHER) OVERLAPS CEILING 3/4 TO 1 - ANGLE TO TRUSS FASTENER OPTIONS: 6 COMMON NAILS, OR #8 OR f10 X 1-1/4 SCREWS 4) LOCATIONS (2 MIN.) FASTENERS EACH LOCATION MODEL 55—EA—BT STRAIGHT DUCTING 1 MODEL 50—EA—BT DUUM 91T PARALLEL TO TRUSSES 1 MODEL 50—EA—BT DUCTED 90' THRU TRUSSES MODEL CRD55—BT-45 Notes: 1. Before installing the damper, CRD Model 50-13T (rectangle), and CRD Model 50—FA—BT (rectangle) open the blades and hook the fusible link over the link catch on the opposite blade. Bend down the link catch to secure the link in position. For CRD Model 50—FA—BT flex the spring wire and secure the link. 2. Measure the actual truss centers and add approx. 6- to determinestraight angle lengths. (2 required per box) When using the optional formed angle allow for adequate flanges at each mounting point and cut and bend the angles on both ends to 90 degrees. or the appropriate angle required. 3. Establish the location of the gypsum flange and fasten the (2) hanger angles to the plenum box with 2) minimum #8 x 3/4 sheet' metal screws or 3/16 diameter rivets for each hanger angle. spot welding, or bolts. Four connections on each angle as a minimum. Note: fastener positions must. not interfere with the damper blade operation. 4. Mounting angles are fastened to joists or other structural members with a minimum of two fasteners for each mounting point using #6 common' nails or #8 x 1-1/4- long screws. 5. The clearance between each side of the ceiling damper and the duct drop shall be 1/8 inch maximum. 6. Steel or Aluminum grille or diffuser to be attached to the duct drop or ceiling damper using No. 8 by 1/2 inch long sheet metal screws at 6 inches o.c. and a minimum of (3) places. IMPORTANT. FASTENERS MUST NOT INTERFERE WITH THE DAMPER BLADES OPERATION. UL FILE R15858 04.08.10 UNDERWRITER RS ATIBONRATORIPERS.( UL555C) CLASSIFIED®®] DA FIRE RESISTANCE RATED 1 HOUR. FOUSE N UL C CUD L us MATERIALSI RATED 1 HOUIRDORUILDING LESS. UL FILE R15858 04.08.10 Revisi4ra-& I'n- 5{ City of Sanford Response to Comments y Building & fire Prevention Division OCT 3 2017 Ph. 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Eli. -- Permit # 1 Submittal Date or --r 7n Project Address: 21 c) Soy rr,,A PA R K Av A N EP R o f=L .32 3'q) Contact: Ph: ZI S 4.'?, 6 0 Fax: WIN Trades encompassed in revision: Building Plumbing Electrical Mechanical Cl—L-ife Safety Waste Water General description of revision: ROUTING INFORMATION Approvals u% e7 v L. r A Z:,;2 Department Utilities Waste Water Planning Engineering Fire Prevention wilding 0- /O- /7 General description of revision: ROUTING INFORMATION Approvals u% e7 v L. r A Z:,;2 CG365C/S 1B(( FEATURES 20,000 Btu burner for faster boils Lower tier of dual -stacked burner lets you simmer and melt Continuous cast-iron grates for easy movement of pots and pans Spark ignition system re -ignites if flame goes out Dual -stacked, sealed burners for higher highs, lower lows Easy -clean seamless burner pan Illuminated control knobs Stunning minimalist design sits virtually flush to countertop Rigorously tested in our U.S. manufacturing facilities for decades of use Exceptional 24/7 support from our Customer Care team in Madison ACCESSORIES Center burner wok grate Signature red, black or brushed stainless control knobs High altitude conversion kit Accessories available through an authorized Sub -Zero dealer. For local dealer information, visit subzero-wolf.com/locator. roe ";a " , •' c _N. ,; s. :s COOKTOP SPECIFICATIONS 2 - 9,200 Btu Burner 2 - 12,000 Btu Burner 1 - 20,000 Btu Burner 2 PRODUCT SPECIFICATIONS Model CG365C/S i Dimensions 35 15/16"W x 6 3/4"H x 20 15/16"D Weight 100 lbs Electrical Supply 120 VAC, 60 Hz Electrical Service 15 amp dedicated circuit Gas Supply 3/4" rigid pipe Gas Inlet 1/2" NPT female ELECTRICAL COUNTERTOP — 4" (102) 31/0 t 10" 254) ELECTRICAL AND GAS SUPPLY LOCATION APPLIES ONLY TO INSTALLATION WITH BUILT-IN OVEN L,.. GAS COUNTERTOP 4'(102) 10"wI~(254) ELECTRICAL AND GAS SUPPLY LOCATION APPLIES ONLY TO INSTALLATION WITH BUILT-IN OVEN DIMENSIONS 2015/16" 532) 3515/16" (913) =— 63/4" (171) 7/81, 22) STANDARD INSTALLATION J 21/2' (64) 35' (889) 20' CUT-OUT WIDTH (509) COUNTERTOP CUT-OUT 2" (51) MIN - 5'(127) MAX SIDE VIEW FRONT VIEW NOTE., Shaded area above countertop indicates minimum clearance to combustible surfaces, combustible materials cannot be located within this area. Maximum facade thickness f' (25). MAX37/8"(9 0 o b o o---------- MIN -51/8"(130 I5• .— I 127) 11/4"(32) DIAMETER SIDE VIEW FRONT VIEW NOTE., Shaded area above countertop indicates minimum clearance to combustible surfaces, combustible materials cannot be located within this area. Maximum facade thickness f' (25). MAX FEATURES Gentle heat warms cups, dishes 50 Ib. capacity - room for 40 cups! Hidden interior control panel Removable non -slip mat Push to open Black glass and stainless steel options Rigorously tested in our U.S. manufacturing facilities for decades of use Exceptional 24/7 support from our Customer Care team in Madison Model CW24/13 9 Dimensions 23 1/2"W x 5 1/2"H x 21"D Capacity 0.8 cu. ft. Weight 60 lbs Electrical Supply 120 VAC, 60 Hz Electrical Service 10 amp dedicated circuit Overall Capacity 0.8 cu. ft. Power Cord Length 3 Feet Receptacle 3 -prong grounding -type ELECTRICAL LOCATE ELECTRICAL SUPPLY ANYWHERE ON BACK WALL OF OPENING DIMENSIONS STANDARD INSTALLATION ANTI-TIP BLOCK SIDE VIEW i 51/2' (140) OPENINGHEIGHTHEIGHT I 1 221/2° 572) OPENING DEPTH TOP VIEW FRONT VIEW 221/8° (582) - OPENING WIDTH FRONT VIEW 24CQ'EE' SY F,FSaTI FEATURES Make all your favorite coffee drinks Uses whole -bean and Ore -ground coffee Coffee made to size, from 1 oz. to 12 oz. Built-in burr grinder with 13 grind settings No plumbing needed Rigorously tested in our U.S. manufacturing facilities for decades of use Exceptional 24/7 support from our Customer Care team in Madison Auto-descale reminders Five strength settings Hot water on demand Press Double Coffee button for two identical cups Removable milk carafe for freshness ACCESSORIES Descaling Solution Care Kit 30" trim kits to match Wolf M and E series ovens Accessories available through an authorized Sub -Zero dealer For local dealer information, visit subzero-wolf.com/locator. 30" TRIM OPTIONS E SERIES, TRANSITIONAL E -SERIES PROFESSIONAL Al AND E SERIESCONTEMPORARY 13.SERIESPROF.ESSIONAIL, Electrical Supply 120 VAC, 60 Hz Electrical Service 15 amp dedicated circuit Power Cord Length Receptacle ELECTRICAL DE LOCATE ELECTRICAL SUPPLY ANYWHERE ON BACK WALL OF OPENING 6 Feet 3 -prong grounding -type INSTALLATIONS WITH ACCESSORY TRIM Accessory trim may affect overall product dimensions and opening dimensions. Refer to Reveal for more information. DIMENSIONS 22) 177/8" 454) 231/2" (597)- _ 18" (457) -+ BEHIND FRAME STANDARD INSTALLATION 1 1711/16" (449) OPENING HEIGHT i 181/4" 464) 1 TOP VIEW 1 O221/ 81 PEENINNINGWWID HIDTH I 219/16° 1 I 546) I SLIDE OPENING SUPPORTDEPTH fl TOP VIEW FRONT VIEW 1 O221/ 81 PEENINNINGWWID HIDTH FRONT VIEW FEATURES Larger than similar units, can make multiple dishes at once 10 cooking modes make meals easy Easy -access water tank provides 90 minutes of steam cooking Installs flush with cabinetry or integrated into your kitchen design Gourmet mode adjusts time, temperature, humidity for perfect results Rigorously tested in our U.S. manufacturing facilities for decades of use Exceptional 24/7 support from our Customer Care team in Madison Steam mode captures nutrition, flavor and color Reheat mode rehydrates leftovers flavorfully Auto Steam Bake mode for bagels; breads, pastries Convection mode for consistent results and beautiful browning Convection Humid mode seals in moisture for juicy results Convection Steam mode for foods tender inside, crisped outside Slow Roast mode cooks dinner while you're away Recipes mode cooks from collection of built-in recipes Keep Warm" mode Program in when you want your dish to be ready Temperature probe lets you know when it's done Two pans, four rack positions ACCESSORIES Solid Pan 12 3/4" x 1 1/2" x 7" Solid Pan 12 3/4" x 1 1/4" x 14" Solid Pan 17 3/4" x 1 1/4" x 15" Perforated Pan 12 3/4" x 1 1/2" x 7" Perforated Pan 12 3/4" x 2 1/2" x 7" Perforated Pan 17 3/4" x 1 1/4" x 15" Porcelain Baking Sheet Descaling Solution Full Extension Rack Guides Oven Rack Accessories available through an authorized Sub-Zero dealer. For local dealer information, visit subzero-wolf.com/locator. Oven Interior Dimensions 17 7/8"W x 11 "H x 15 3/4"D Capacity 1.8 cu. ft. Door Clearance 14 3/16" Weight, 80 lbs Electrical Supply 240/208 VAC, 60 Hz Electrical Service 20 amp dedicated circuit Overall Capacity 1.8 cu. ft. Power Cord Length 6 Feet Receptacle NEMA 6-20R grounding -type ELECTRICAL E LOCATE ELECTRICAL SUPPLY IN ADJACENT CABINET WITHIN REACH OF POWER CORD I DIMENSIONS 8' 213/1 s' r ( 22) } (538) I o I 177/8' 171/2• 4154) (446) 297/8' 21/2" 211/2' (546) 759) (64) BEHIND FRAME 143/16' OPEN OVEN DOOR (360) 1 STANDARD INSTALLATION 1 1711/16" 449) OPENING HEI IGHT I 1 219/16' 548) OPENING DEPTH TOP VIEW SIDE VIEW FRONT VIEW Electrical supply must be located in adjacent cabinet within 3'(.9 m) o/ opening. 221/8' (662) - OPENING WIDTH SIDE VIEW FRONT VIEW Electrical supply must be located in adjacent cabinet within 3'(.9 m) o/ opening. DO30CM/B FEATURES Black glass, handleless design for Wolf performance at its sleekest 10 cooking modes for predictably delicious results (Convection, Roast, Bake, Broil, Convection Roast, Stone, Gourmet, Warm, Proof and Dehydrate) Advanced Dual VertiCross convection system for faster preheats and consistent cooking across all racks Gourmet feature has menu of presets that automatically controls cooking of popular meals 5.1 cubic feet capacity to handle multiple dishes at once Interactive color touchscreen. for advanced cooking control Enhanced interior views with triple -pane glass and three halogen lights Can be installed flush with surrounding cabinetry for integrated look Rigorously tested in our U.S. manufacturing facilities for decades of use Exceptional 24/7 support from our Customer Care team in Madison ACCESSORIES Bake stone kit (stone, rack and peel) Dehydration kit (racks and door stop) Full -extension, easy -glide oven racks Temperature probe Set of three standard oven racks Accessories available through an authorized Sub -Zero dealer. For local dealer information, visit subzero-wolf.com/locator. Lv_. Dimensions 29 7/8"W x 50 7/8"H x 23"D Oven 1 Interior _ Dimensions 25 1/4"W x 17 1/2"H x 19 7/8"D Oven 2 Interior Dimensions 25 1/4"W x 17 1/2"H x 19 7/8"D Overall Capacity 5.1 cu. ft. Usable Capacity 3.3 cu. ft. Door Clearance 21 3/8" Weight 466 lbs Electrical Supply 240/208 VAC, 60 Hz Electrical Service 50 amp dedicated circuit Conduit Length 5 Feet ELECTRICAL ELECTRICAL SUPPLY MAY BE LOCATED IN ADJACENT CABINET— PLACEMENT WITHIN OPENING MAY REQUIRE ADDITIONAL CABINET DEPTH J'. DIMENSIONS 297/8'(759) FLUSH INSTALLATION 51 V8' 1299) FLUSH INSET HEIGHT" 17" (432) TYPICAL 1 1" 85/8" 25) ! (218) 1(as) ,/6' 493/8' tzsa) OPEN OVEN DOOR 213/8' 543) TOPVIEW 24' (61 o) 301/8" (765) FLUSH INSET WIDTH" 11/8- (29) 5" q,E ... 127 4„ 002) 13/16" (21) FLUSHINSET 1/8" (3) F 7/8'(22 DEPTH I FINISHED II CLEATS' TOPVIEW SIDE VIEW FRONT VIEW 1'(25) minimum depth. Shaded areas will be visible and should be finished to match cabinetry. Dimension provides minimum reveals. NOTE: Location of electrical supply within opening may require additional cabinet depth. 301/8" (765) FLUSH INSET WIDTH" 11/8- (29) 5" q,E ... 127 4„ 002) 13/16" (21) 1/8" (3) F SIDE VIEW FRONT VIEW 1'(25) minimum depth. Shaded areas will be visible and should be finished to match cabinetry. Dimension provides minimum reveals. NOTE: Location of electrical supply within opening may require additional cabinet depth. o iLlPto ®- o y x 4. MD30PE/S I i FEATURES 20% larger interior capacity i Classic stainless steel Control panel lock Installs standard or flush inset r 4 10 power levels and sensor cooking for easy meals Keep Warm" mode Rigorously tested in our U.S. manufacturing facilities for decades of use Exceptional 24/7 support from our Customer Care team in Madison t ACCESSORIES t w• Air vent for flush inset installations L Accessories available through an authorized Sub -Zero dealer. aForlocaldealerinformation, visit subzero-wolf.comllocator.? v47, 9 V r a M ve: INN, t w , PRODUCT SPECIFICATIONS DIMENSIONS P Model MD30PE/S E Dimensions 29 7/8"W x 15 1/8"H x 21 7/8"D Capacity 1.2 cu. ft. • —215/8"(549) Weight 96 lbs 11/4" 13/4" POWER CORD 45/8" 32) r (45) CHANNEL ~ (118) Electrical Supply 120 VAC, 60 Hz m 1384 1372) Electrical Service 15 amp dedicated circuit) Overall Capacity 1.2 cu. ft. 297/8" (759)f--- 21718"(556) —>r BEHIND FRAME OPEN DRAWER 161/2, Power Cord Length 4 Feet Receptacle 3 -prong grounding -type ELECTRICAL E. ELECTRICAL SUPPLY WITHIN OPENING OR IN ADJACENT CABINET WITHIN REACH OF POWERCORD Ln STANDARD INSTALLATION OPPENI;NI elNGDEPTI I TDP VI Mi-MMTI: 22118'(8821 —I OPENING WIDTN Mi-MMTI: WWD30 a z Ip !!! P FEATURES 17 Temperaturerange of 80OF to 200OF i fall MI 30" wide, it's spacious enough for an entree and several sides , ' – Matches Wolf ovens and ranges, or accepts custom panel i _. ...... t T r q' tF,^ E 7 _, a' F'yiz '. ,a t, :$ate ,qtr , wx ' ; y aw"_r^-----•rat''` :: , ': s Hidden electronic controls i Automatic Shut -Off , 3} s Rigorously tested in our U.S. manufacturing facilities for decades of use'jfj--,; Exceptional 24/7 support from our Customer Care team in Madison hm I' b UL approved for warming towels Four preset temperatures make it easy to warm favorite foods $ ' 'p, Fan assist for even heat distribution that keeps juicy foods juicy, crisp foods crisp Removable rack lets you double -stack items _!— k k. o ffi f w & x a t Full -extension drawer for easy access to foods Removable stainless steel drawer pan for easy clean-up FRONT PANEL OPTIONS ACCESSORIES 6 -Piece Container Set Stainless steel or black glass drawer fronts to match Wolf transitional,, professional and contemporary ovens Stainless steel tubular, pro and black tubular handles E SERIES.TRA.NSITIONAL. 3V E SERIES, PROrrSSI 0NAL, ; Integrated drawer front for custom panels Stainless steel 2" thick drawer front for installation with Wolf sealed burner rangetop Accessories available through an authorized Sub -Zero dealer. For local dealer information, visit subzero-wolf.com/locator. 30' E SERIES CONTEMPORARY 30' M SERIES CON7EMPORARY i 30' M SERIES TA ANSITIONAL 30' 1.4 SEI I£S COyNl'EMPORARY 1,TAINL.E$S T . 41 rxa I 30' M SERIES PROFESSIONAL 30' L SERIES x 30' INTEGRATED DRA30WARSMII'IN W R;; PRODUCT SPECIFICATIONS Model WWD30 Dimensions 29 7/8"W x 10 3/8"H x 22 3/4"D Capacity Weight Electrical Supply 1.6 cu. ft. 100 lbs 120 VAC, 60 Hz Electrical Service 15 amp dedicated circuit Overall Capacity 1.6 cu. ft. Power Cord Length Receptacle 3 Feet 3 -prong grounding -type ELECTRICAL ELECTRICAL SUPPLY WITHIN OPENING OR IN ADJACENT CABINET WITHIN REACH OF POWER CORD INSTALLATION WITH FRONT PANEL Accessory front panels may affect overall product dimensions and opening dimensions. Refer to Reveal for more information. DIMENSIONS l l 103/8"9" I.)(229) DIMENSION 24'(610) 297/8" (759) t 3/4"(19) 223/4' (578) 281/4" (716) VARY DEPTH OPEN DRAWER 21 546) FLUSH INSTALLATION j 105/8" 270) LUSHINSET HEIGHT" t a e& 1 TOP VIEW DIMENSION 24'(610) 3/4"(19) WILL FLUSHINSET 3/4"(19) VARY DEPTH 301/8" (785) FINISHED CLEATS' 1 TOP VIEW SIDE VIEW FRONT VIEW Will be visible and should be finished to match cabinetry. Dimension provides minimum reveals. NOTE: Location of electrical supply within opening may require additional cabinet depth. 3/4"(19) nE 3/4"(19) 301/8" (785) FLUSH INSET WIDTH" SIDE VIEW FRONT VIEW Will be visible and should be finished to match cabinetry. Dimension provides minimum reveals. NOTE: Location of electrical supply within opening may require additional cabinet depth. y . L |6 HTI N 6 R[ STOPPING SOLUTIONS L_ OCOr ($5 2®;®,''Zomm I WI Fire Rated Liaovers: 0 P61, 20,minutes fire rating RAm'rgx- A n,f rr"Zaiiri nn piaridak-A More Information o'T Page 1377 I Classification Giordano 311120/3599FR EN13501-2 120 mins Fire Test Giordano 311120/3599FR EN 1365-2 120 mins Fire Test BRE TE94667 EN 1365-2 60 mins Assessment Exova A02105 Rev C BS476 60 mins Fire Test BRE FG8962/208217 BS476 60 mins Fire Test BRE FG8962/208217 BS476 60 mins Fire Test Exova IF99029 BS476 60 mins Fire Test Exova IF03028 BS476 120 mins Application Report BRANZ FC2032 AS 1530.4 60 mins Acoustic Test BRE 213942 EN ISO 140/717 Pass r— Cover Sie IOD x Height` A Downlighter Cut au't Siie " t 150 x 150 mm 50-75 mm 200 x 200 mm 75-100 mm 250 x 250 mm 100-140 mm s , Grasp legs firmly and roll cover into a tight cy.lmder:. Ensure wiring loom is through. slot,before installation-. Kee in a ti ha r on the le s, ,feed thecover tfrou h, p g 9 _g p" 9 9 the .cut out made for they'downli9 hter.. y .Ensure cover has sprung back into its ongmaf cone; shape Grasp legs'and pull down until L section 'clears ,,t e r'.underside o, the cei,ling Move.:legs out until.Vertic8I part of L section:is;.flush with:.,;. the side of'thel cut out Release the legs so they gnp the underside of the°tile Remeove thexcess of both l'eg's Once_ cover is in place;. downlighter Gari be" fittedas, norrna[, with'transformer':outside the cover " M, If required,' an intumescent, sealant can: be used to;_ ensure a smoke and, acoustic seal- z J i s , Grasp legs firmly and roll cover into a tight cy.lmder:. Ensure wiring loom is through. slot,before installation-. Kee in a ti ha r on the le s, ,feed thecover tfrou h, p g 9 _g p" 9 9 the .cut out made for they'downli9 hter.. y .Ensure cover has sprung back into its ongmaf cone; shape Grasp legs'and pull down until L section 'clears ,,t e r'.underside o, the cei,ling Move.:legs out until.Vertic8I part of L section:is;.flush with:.,;. the side of'thel cut out Release the legs so they gnp the underside of the°tile Remeove thexcess of both l'eg's Once_ cover is in place;. downlighter Gari be" fittedas, norrna[, with'transformer':outside the cover " M, If required,' an intumescent, sealant can: be used to;_ ensure a smoke and, acoustic seal- w ReportType x x Fuze TestLab; ReportRNumber ° Test Standard $ gFire Rating k' 4 6:`. .. n3e "i,`"fM r " ,r A` . § t t R,j••,u ' :' Classification UL* R25019 UL263 60 mins Classification Report Giordano 311120/3599FR EN13501-2 120 mins Fire Test Giordano 311120/3599FR EN1365-2 120 mins Fire Test BRE TE94667 EN1365-2 60 mins Fire Test Exova IF10047 EN 1364-2 30 mins Fire Test Exova IF03028 BS476 120 mins Fire Test BRE FG8962/208217 BS476 60 mins Assessment Exova A02105 Rev C BS476 60 mins Application Report (Auz/ NZ) BRANZ FC2032 AS1530.4 60 mins Assessment (Aus/NZ) BRANZ FAR2032 AS1530.4 60 mins insions:,.:,. k 'I".+^'Y°#-fig 4 Size 0 1 er,Height qu 300 x 170 mm 145-270 mm 5 170 mm 350 x 230 145-270 mm L230mm j fittmq Instructions `. F FIA 9X 3P'.;i?' Fx,C. -, Report Type Fire Test L'ab ReportNumber Test Standard Fire Rating t Key Features.- ti OL) L at Classification UL 2 Hour Fire Rated UL 263 120 mins Significant laboursavings 5RV Classification (Canada) UL Maintenance free UL 293 120 mins Wide range of floor'/ceiling. assemblies covered The TENWIXT .0109X i'sthe only two hour UL classified fire barner that-''ambe used with a wide `range: of recessed lights to effectively prevent the spread of fire though ;a ceilirg . opening. The flexible and light.:;weight enclosures:. are made out of fire resistant and intumescent matenals,;which-;will be activated:"in' case of a fre .stopping both :flame spread:.and heat. transmis'sion forup to 2 hours; Avadabili Coyer Size IOD z Height ,tax Uownhglter Cut';out Size Heights rrpownhghter 350 x 230 mm 145-270 mm 230 mm Test Data fittmq Instructions `. 3P'.;i?' Fx,C. -, Report Type Fire Test L'ab ReportNumber Test Standard Fire Rating t ti Classification UL R25019/08NK20023 UL 263 120 mins t Classification (Canada) UL R25019/09SR4860448 UL 293 120 mins fittmq Instructions `. 3P'.;i?' Fx,C. -, w aa..y ,`:"bM;.`.1'' rrWONAM' Model Number` Insitle Height z0 A'AdeflWbd& =' 7_ S.Test. Data FF109-FRSC 228 mm 370 mm FF190-FRSCXL 278 mm 430 mm S.Test. Data Report Type"1.`} Fire Test L'ab ' `Repo'rt Number ' ':Test Stan`tlartl'` " FLreRating Engineering Evaluation Intertek 3147019SAT-001 ASTM E119 -00a 60 mins 3. fain' 'O lnstructions. fi Install loudspeaker in accordance .,.:With speaker- qa y manufacturer's` instructions The,' speaker opening' xa must be no more than max: 6 inches dia"rneter;..yw r _ Electrical wiring may penetrate,the cover Place FF109 cover overthe loudspeaker w f` ea br, EIf r. working with'a tile.bndge°and rail, slit the cover (up° to,1.inch max:) to fit over the. hanger bars Ensure cover,,overhangs the hanger bars (if using) x „ FF109 Dover must fitflush'with the drywall board AT ADVANCEDMATERIALS FER.Rm IRAI L FEROGLIDE FEROBIDE OMMONX MENY NITRASI S I N DANYO TENMAT is committed to the highest standards in customer service and our international staff is looking forward to assist you. CORPORATE HQ NORTH AMERICA SCANDINAVIA TENMAT Ltd. TENMAT Inc. TENMAT Ashburton Rd West Trafford Park 23 Copper Drive Stureplan 13 Manchester M17 1 T Newport, DE 19804 111 45 Stockholm England USA Sweden Tel.: +44(0)161 872 2181 Tel.: +1 302-633-6600 Tel: +46 (0) 8 612 68 50 Fax: +44(0)161 872 7596 Fax: +1 302-633-6838 Fax: +44 (0) 161 872 7596 Email: info@tenmat.com Email: info@tenmatus.com Email: info@tenmat.com Web: www.tenmat.com Web: www.tenmatus.com Web: www.tenmat.com Visit us on the web at www.TEPOR&AT.com ITALY FRANCE GERMANY TENIMAT TENMAT TENMAT Via Dante, 2/48 56 Avenue Foch 161.21 Genova 77370 Nangis Italy France Tel.: +39 (0) 10 5451343 Tel.: +33 (0) 1 60 585656 Tel:: +49 (0) 7151 1338468 Fax: +39 (0) 10 5760553 Fax: +33 (0) 1 64 083617 Fax: +44 (0) 161'872 7596 Email: info@tenmat.it Email: info@tenmat.fr Email: info@tenmat.de Web: www.tenmat.it Web: www.tenmat.fr Web: www.tenmat.de Ver12.16 Part of d amorph b _ Search Parameters Assembly type Penetrating item Framed floors Miscellaneous mechanical penetrants,. such as air ducts Rating F Rating >_ 2 hr and < 3 hr XHEZ - Through-penetrationFirestop Systems XHEZ7 Through -perpetration Firestop Systems Certifies! for Canada See General Information for Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems Certified for Canada System. No. F -C-7036 January 20, 2015 ANSI/UL1479 (ASTI I E814) CAN/ULC S115 F Ratings - 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1) T Ratings — 1 and 2 Hr (See Item 1)Hr FTRatings — 1 and 2 Hr (See Item 1) Section -A 1. Floor -Ceiling Assembly — The 1 hr fire rated solid or trussed lumber joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The 2 hr fire rated wood joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in Design No. L505, L511 or L536 in the UL Fire Resistance Directory. The general construction details of the floor -ceiling assembly are summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design. Max area of floor opening is 435 sq in. (0.28 m2) with a max dimension of 30 in. (762 mm). B. Wood Joists - For 1 hr fire rated floor -ceiling assemblies norn 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. For 2 hr fire rated floor -ceiling assemblies, nom 2 by 10 in. (51 by 254 mm) lumber joists FH Ratings — 1 and 2 Hr (See Item 1)r FTH Ratings — 1 and 2 Hr (See Item 1) Section -A 1. Floor -Ceiling Assembly — The 1 hr fire rated solid or trussed lumber joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The 2 hr fire rated wood joist floor -ceiling assembly shall be constructed of the materials and in the manner specified in Design No. L505, L511 or L536 in the UL Fire Resistance Directory. The general construction details of the floor -ceiling assembly are summarized below: A. Flooring System — Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design. Max area of floor opening is 435 sq in. (0.28 m2) with a max dimension of 30 in. (762 mm). B. Wood Joists - For 1 hr fire rated floor -ceiling assemblies norn 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and with ends firestopped. For 2 hr fire rated floor -ceiling assemblies, nom 2 by 10 in. (51 by 254 mm) lumber joists spaced 16 in. (406 mm) OC with nom 1 by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped. Additional framing member to be installed to form a rectangular opening around the through penetrant. C. Furring Channels — In 2 hr fire rated assemblies, resilient gals steel furring installed perpendicular to wood joists between first and second layers of gypsum board Item 1 D). Furring channels spaced max 24 in. (610 mm) OC. When required as specified in the individual 1 hr fire rated Floor -Ceiling Design, resilient gale steel furring installed perpendicular to wood joists between gypsum board and wood joists. Furring channels spaced max 24 in. 610 mm) OC. If furring channels are used within the assembly, additional furring channels to be installed around the periphery of the opening. D. Gypsum Board* — Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor -Ceiling Design. First layer of gypsum board secured to wood joists or furring channels as specified in the individual Floor -- Ceiling Design. Second layer of gypsum board (2 hr fire rated assembly) screw -attached to furring channels as specified in the individual Floor -Ceiling Design. Max area of ceiling opening is 435 sq in. (0.28 m2) with a max dimension of 30 in. (762 mm). The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the floor -ceiling in which it is installed. 2. Steel Duct — One steel duct to be centered within the firestop system. Steel. duct to be rigidly supported on both sides of floor -ceiling assembly. The following types of steel ducts may be used: A. Steel Air Duct — Min 26 gauge (0.5 mm) galv steel duct having a max perimeter dimension of 63 in. (1.6 m) and a max individual dimension of 24 in. (610mm). B. Steel Grease Duct- Min 16 -gauge (1;5 mm) thick carbon steel duct having a max perimeter dimension of 63 in. (1.6 m) and a max individual dimension of 24 in. (610 mm). 3. Firestop System The firestop system shall consist of the following: A. Duct Wrap Materials* — Nom 1-1/2 in. (38 mm) thick blanket totally encapsulated within foil -scrim facers. The steel grease duct shall be wrapped with two layers of duct wrap installed in accordance with Grease Duct Assembly No. G-18. See Grease Duct Assemblies in Vol. 2 of the a Fire Resistance Directory. The steel air duct shall be wrapped with one layer of duct wrap installed in accordance with Ventilation Assembly No. V-19. See Ventilation Duct Assemblies in Vol. 2 of the Fire Resistance Directory. The annular space between the insulated steel duct and the periphery of the opening shall be nom 1-1/2 in. (38 mm). THERMAL CERAMICS INC — FireMaster Fast Wrap+, FireMaster FastWrap XL, or Pyroscat Duct Wrap XL. B. Packing Material — Min 10-3/8 in. (264 mm) and 11- 5/8 in. (295 mm) thickness of unfaced scrap duct wrap material compressed 50 percent into opening as a permanent form between the insulated steel duct and the periphery of the opening for 1 and 2 hr fire rated floor - ceiling assemblies, respectively. At point contact location between overlap of duct wrap material and floor -ceiling assembly, packing material shall be firmly packed to maxi extent possible on both sides of the floor -ceiling assembly. Packing material to be installed flush with bottom surface of ceiling and recessed from top surface of floor to accommodate the required thickness of fill material. C. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. 6 mm) thickness of fill material applied within annulus on top surface of floor. A min 1/4 in. (6 mm) diam bead of sealant shall be applied at the plywood floor/insulated steel duct interface on both surfaces of floor -ceiling .assembly. EGS NELSON FIRESTOP — ES1399 or LBS3 Sealant HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS ONE Sealant or FS -ONE MAX Intumescent Sealant RECTORSEAL — 835+ Sealant, FS 900+ Sealant, FS 1900 Sealant SPECIFIED TECHNOLOGIES INC — SpecSeal Series SSS Sealant, SpecSeal LC 150 Sealant, SpecSeal LCI Sealant or SpecSeal LE600 Sealant THERMAL CERAMICS INC — FireMaster Putty TREMCO INC — Fyre-Sil, TREMstop Acrylic or TREMstop Intumescent Acrylic Sealant, FyreCaulk or TREMstop IA+ Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2015-01-20 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: V 2017 UL LLC". L_ UL and the UL logo are trademarks of UL LLC © 2017 All Rights Reserved. Online Policies. About Cookies. New Search Other helpful UL resources Request a Field Evaluation City ofSanford V tifity Department PRETREATMENT SECTION GREASE TRAP - SIZE CALCULATION Facility Name: La Galeria Date: Tuesday, April 11, 2017 Facility Address: 210. S Park Avenue Analyst: Hope Duncan i f 1. Determine the volume in cubic inches for a single compartment de th µ10 x 14 x 10 1400 in' width length p t by the number of compartments in3 C p 3. Divide by 231 to determine gallons 5600 in ' 24.24 gallons v.__. ._._ _.a . __.-.._ ._._. ._ .,_ 9A I 231 i l4. Mu j ply_by 0.75 to.determine actual drainage loader Items being washed displace approximately 25% of fixture volume actual drainage load equals 75% of fixture capacity 8.18 allons m..__ 9_ _ _ a ons x 5. Divide. by 1 to determine flow rate Flow rate is the volume of water in gallons that must be drained in one minute to empty the fixture l _. 4£ 18.181818 actual drainage load I flow rate 1 drainage period" , j 6. Select grease trap size that corresponds to flow rate calculated Buildingy_ _Code, Plumbing T Sizing and Rating:_ PDISizesymbgl' 4 7 10' 15 20 25 35 50 Flow Rate GPM , 4 7 10 15 20 25 35 50 Ftow RateUs 0.25 0.44 0.63 0.95 1.26 1.58 2.2 3. City of Sanford `ZJtirity Department PRETREATMENT SECTION GREASE TRAP - SIZE CALCULATION Facility Name: La Galeria Design Showroom Date: Monday, February 20, 201.7 Facility Address: 210 S Park Avenue—sink sent 3/1/17 Analyst: Hope Duncan 1. Determine the volume in cubic inches for a single compartment_ Florida Building Code, Plumbing - Sizing and 29.5 x 16.5 x 9.5 4624.125 in' I length width i depth i 2. Multiply number of compartmentsrbythe 4 7 10 15 20 1 25 35 50 0.25 0.44 0.63 0.95 1.26 1.58 4624.125 x 1 compartments = 4624.125 in3 3. Divide by 231 to determine gallons in3g allons 231 4. Multiply by 0.75 to determine actual drainage load — _ _ Items being washed displace approximately 25% of fixture volume actual drainage load equals 75%o of fixture capacity 20.017857 gallons 0.75 i 15.01 gallons I! 5. Divide by 1 to determine flow rate Flow rate is the volume of.waterFin gallons that must be drained in one minute to empty the fixture i 15.013393 actual drainage load 15.01 flow rate j 1 drainage period 6. Select grease trap size that corresponds to flow rate calculated_ Florida Building Code, Plumbing - Sizing and rRating —_ PDiSize`symbo r ;p 4 7 10 15 20 25 35 50 Flow Rate GPM 4 7 10 15 20 1 25 35 50 Flow,Rate us , „`; 0.25 0.44 0.63 0.95 1.26 1.58 2.2 3.16 i TABLE OF CONTENTS Pictorial Index Product Recommendations Grease Interceptors Design & Operation Material & Characteristics Sizing Pipe Connection Commonly Specified Options Installation Considerations Maintenance & Cleaning Typical Installations 21 a . pie _, '_ d •' ; u Oil Interceptors Design & Operation Material & Characteristics Sizing Pipe Connection Commonly Specified Options Installation Considerations Maintenance & Cf`eaning Typical Installations Sediment Interceptors Design & Operation Material & Characteristics Sizing Pipe Connection Installation Considerations Maintenance & Cleaning Typical Installations S -WD -INTER -1 0812 ONTERCEPTORS PICTORIAL INDEX PDI Cerhfiec! Grease tlnterce-tor WD L SERIES rf SI 742 Seldkment Interceptor h ` SI"762 '' Bottom`Access Hair;; dreas a FWD AHSERIES Semi -Automatic Grease ' w: Interceptor w/Housin;g ITER -2 0812 KSERIES' large'Capaat.y Oil Interce tory. . P. 0 750" Hair=lnterceptor kd I kik SR +ss 1 "-'I750 . AWf'6r e Plated Top . Outlet Mair Interceptor Photo not available at this time Sediment Interceptor y'I S -WD -INTER -3 0812 INTERCEPTORS PRODUCT RMCOMMENDATOOKS Art Rooms, Dental Labs, Metal Recovery .............. SI -742, SI -742-L, SI -762 Commercial Laundry, Washing Machines ............ LI -800 Cooking, Prep Sinks, Dishwasher ........................ WD Series, Gl-K Series Elevator Pits & Oil Spill Areas ............................. 01 Series, 01-K Series Hair Wash Sinks ............................................... SI -750, SI -750 -TO Pot, Pan, Scullery Sinks ...................................... WD Series, GI -K Series Sand & Sediment .............................................. SA Series, See Also FD -41 0 Catch Basin Vehicle & Maintenance Areas ............................. 01 Series, 01-K Series GREASE INTERCEPTORS M1 _Y1 Watts Grease Interceptors are designed to remove grease and similar substances from waste water. Interceptors prevent greasy substances from entering plumbing systems, septic fields, and waste water treat- ment facilities, where they are difficult to process, and can create environmental problems. Commonly specified in restaurant kitchens and food handling or processing areas, properly specified and maintained interceptors keep drainage systems free of problematic grease accumulations. Grease interceptors will separate all lighter -than -water substances, collecting them inside the interceptor, above the static water line. Design criteria is determined by plumbing code, typically following guidelines set forth by The Plumbing & Drainage Institute (PDI), which tests and rates interceptors. The accepted industry and PDI Standard (PDI -G] 01) is for interceptors to maintain 90% separation efficiency, up to the rated grease retention capacity (in lbs.). The interception process is accomplished using the principle of attraction of like substances. A flow restrictor on the inlet side slows incoming effluent, re -directing it through baffling inside the interceptor. Slowing and baffling processes allow lighter -than -water substances grease) to accumulate above the static water line. The remaining water, free of grease, is forced through the trap leg on the outlet side of the interceptor, and into the waste water drainage system. Wt6na _&,'6666ifics, Epoxy Coated Steel - I ' nterceptor body standard I I ga. CR steel, with oven cured, acid resistant baked gray epoxy coating, inside and out. Lid is epoxy coated 1/4" skid -proof checker plate steel, gasketted, and secured with Allen head center bolt(s). All stainless steel construction may be specified for high sanitary applications. Flow Restrictor - WD Series Interceptors are supplied with an external cast iron flow restrictor. All other inter- ceptor models are designed with a built-in stainless steel flow restrictor plate, located just inside the inlet. S -WD -INTER -3 0812 ENZWER120 7T% , `, t_ Grease interceptors are sized according to the rate of incoming flow, in gallons per minute (GPM). Associated with the incoming flow rate is an interceptor's capacity. The rated capacity, in lbs., is listed at twice the flow rate, in GPM. For example, a 10 GPM interceptor has a rated capacity of 20 lbs. General Procedure: To Determine the Flow Rate of Each Sink: 1. Calculate the capacity of the sink in cubic inches: LENGTH) x (WIDTH) x (DEPTH) = CUAN. 2:. Convert the capacity from cubic inches to gallons per minute (GPM): CUAN. _ 231 = GPM. 3. Adjust for displacement: GPM x 0.75 = GPM. 4. Result is the flow rate required to drain the sink in one minute.* Note: If drain down time is not critical, an interceptor with a lesser flow rate, up to half the calculated flow rate may be specified. Example: Three compartment pot sink, each compartment 12" x 12" x 15" 1. 12" x 12" x 15" = 2160 cu. in. x 3 comp. = 6480 cu. in. 2. 6480 cu. in. - 231 = 28 GPM. 3. 28 GPM x 0.75 = 21 GPM. A 20 GPM interceptor would permit the sink to drain in slightly more than one minute. Discharge from spray hoods is determined by the flow rate of the hood. It is not recommended to pass commercial dishwashers through an interceptor. Sizing For Multiple Fixtures: 1. Determine the flow rate for each fixture to be serviced by the interceptor. 2. Add together 100% of the largest flow rate, 50% of the second largest, and 25% of all others. 3. Result is the recommended flow rate of the interceptor. Example: 1. Fixture A: 35 GPM Flow Rate Fixture B: 26 GPM Flow Rate Fixture C: 18 GPM Flow Rate Fixture D: 12 GPM Flow Rate 2. 35 GPM (A) x 100% = 35 GPM 26 GPM (B) x 50% = 13 GPM 30 GPM (C + D) x 25% = 7.5 GPM Total Flow Rate = 55.5 GPM A 50 GPM interceptor is recommended for this installation. 21= AIR INTAKE ®® m® ®®®®®®--- SINK VENTED WASTESINK AIR INTAKE El SINK VENTED WASTE Ll FLOW CONTROLLER FLOW CONTROLLER TEE t . FLOW CONTROLLER TEE ON FLOOR S -WD -INTER -4 0812 RECESSED fn AIR INTAKE VENTED WASTED RECESSED WITH EXTENSION AN INTERCEPTORS GREASE INTERCEPTORS PipeConnection - r` No Hub (Standard) - Butt connection using no hub or neoprene coupling, suitable for cast iron, plastic, and most other piping applications. Threaded (T) - Female IPS threaded connections. Cornmonly Speafied Optllons n , { Sediment Bucket (-B) - Epoxy coated steel, located inside interceptor on inlet side. Collects large food or other particles. To the extent possible, sediment should be strained or collected at,the fixture, prior to the grease interceptor. Sediment entering the waste line is likely to clog the interceptor's flow restrictor, slow- ing drainage, and causing back-up difficulties. Extension (-E) - Increases invert dimension to accommodate below grade piping. Heavy Duty Traffic Cover (-HD) - Rated 10,000 lbs. maximum safe live load. Flange & Clamp Device (-FC) - Secures floor membrane or liner, generally specified for above grade installations. Flow through an interceptor is regulated by the flow restrictor. Increasing connection sizes has no benefi- cial effect on flow, and larger piping can normally be accommodated with reducing bushings or couplings. Installation Consideration's a.). Interceptors should be located as near as possible to the fixture(s) being served. Long piping runs between a fixture and the interceptor will accumulate grease, causing drainage and clogging problems. b.) Watts Drainage Grease Interceptors may be either floor mounted, under or beside the sink, or recessed, to allow passage of foot traffic, or connect to floor drain discharge. c.) Interceptors may be installed outside, but all piping must be below the frost line (see Extensions). d.) WD Series Interceptors are supplied with an external flow restrictor, which must be installed between the last fixture serviced, and the inlet of the interceptor. e.) Venting is recommended on both the inlet and outlet side of the interceptor, or as governed by local code. Units supplied with external flow restrictors are vented on the inlet side, from the top of the restrictor tee. Maintenance & Cleaning' Manual operation grease interceptors are cleaned by opening the cover, and removing grease accumulated at the top of the interceptor. Accumulated grease may be removed manually, or pumped out, generally by an outside service. Cleaning frequency is dependent upon the interceptor's capacity, and the amount of incoming grease. The amount of accumulated grease must be kept below the rated capacity to maintain separation efficiency. S -WD -INTER -5 0812 S -WD -INTER -6 0812 I_ - E i' i Z.- d' &. GREASEe'1_ ;$". L° a " at :i}3',° gNSTALLATIONS W® Series wv-i: aeries I-- FT I AIR INTAKE VENT FLOW CONTROL TEE DRAW -OFF HOSE SHUTOFF VALVE -1 WASTE WD -AH Series Watts Drainage Oil Interceptors are designed to separate oily waste from interior drainage systems, or exte- rior run-off areas. Commonly specified in service stations and other vehicle maintenance or parking areas, oil interceptors prevent environmentally damaging and potentially dangerous oily substances from entering septic fields, run-off areas, and waste water treatment facilities. Similar to grease interceptors in operation, oil interceptors accumulate lighter -than -water oily waste above the static water line inside the interceptor. Oil is automatically drained from the interceptor through a draw -off valve, and directed to an approved holding tank (by others), for storage and eventual removal. Material & Char`acteristics ` Epoxy Coated Steel - Interceptor body standard 11 ga. CR steel, with oven cured, acid resistant baked gray epoxy coating, inside and out. Lid is epoxy coated 1/4" skid -proof checker plate steel, gasketted, and secured with Allen head center bolt(s). All stainless steel construction may be specified for non-standard applications. Flow Restrictor - Oil interceptors are supplied with a built-in stainless steel flow restrictor plate, just inside the inlet. Sizing 5 Oil Interceptors are sized according to the rate of incoming flow, in gallons per minute (GPM). For indoor applications, flow rate can be calculated by adding.the maximum discharge rates of all poten- tial water. sources. For example, a standard 3/4" hose connection will discharge approx. 10 GPM. A service garage with three hose connections would have a maximum potential flow rate of 10 GPM x 3, or 30 GPM. For outdoor applications involving rainwater run-off, flow rate should be derived from local rainfall tables, and the slope characteristics of the area to be drained. P pesConrection ;, Y77779 No Hub (Standard) - Butt connection using no hub or neoprene coupling, suitable for cast iron, plastic, and most other piping applications. Threaded (T) - Female IPS threaded connections. S -WD -INTER -7 0812 Commonh S difecleO tions 2ti. . Lp C 4kl. 4IV Sediment Bucket (-B) - Epoxy coated steel, located inside interceptor on inlet side. Collects sediment or other particles. To the extent possible, sediment should be collected with a catch basin (see Watts FD - 410), prior to the oil interceptor. Sediment entering the interceptor may clog the flow restrictor, slowing drainage, and causing back-up difficulties. Extension (-E) - Increases invert dimension to accommodate below grade piping. Heavy Duty Traffic Cover (-HD) - Rated 10,000 lbs. maximum safe live load. Flange & Clamp Device (-FC) - Secures floor membrane or liner, generally specified for above grade instal- lations. Inlet & Outlet Other Than Standard Size (-O) - Flow through an interceptor is regulated by the flow restrictor. Increasing connection sizes has no beneficial effect on flow, and larger piping can normally be accommodated with reducing bushings or couplings. Installation Considerations a.) Watts Drainage Oil Interceptors are commonly recessed, to connect to floor drain discharge, and allow passage of foot traffic. b.) Provisions must be made to connect the oil interceptor draw -off to an approved underground oil stor- age tank (by others). Where conditions permit, a manual draw -off valve (by others) may be installed. A manual valve is generally accessed inside a pit, which houses the oil interceptor. c.) Interceptors may be installed outside, but all piping must be below the frost line (see Extensions). d.) Vent lines should be attached to dual no hub vent connections on the side of the interceptor. The lines must be terminated outside the building, 12" apart in elevation, to allow circulation, and vent heavier- than-air fumes that may accumulate inside the interceptor. The inlet side piping should also be vented through the roof, or as governed by local code. Oil interceptors are not designed to store oil. Oil should be drained into an approved storage tank, which should be pumped as required. If a manual valve is used, oil should be drawn off on a regular basis, dependent upon the amount of incoming effluent. The interceptor lid should be removed periodically, and a visual inspection made, for sludge or other accumulations. VENT STACKS EXTENDS THROUGH ROOF ii TYPICAL FLOOR DRAINS j /- OIL INTERCEPTOR TO SEWER SERVICING CONNECTION TO GRADE GRAVITY DRAW -OFF OIL STORAGE TANK BY OTHERS) S -WD -INTER -8 0812 IEWA77T INTERCEPTORS TYPICAL ®IL INTERCEPTOR INSTALLATIONS VENT (TO OUTSIDE) I I I I FLOOR DRAIN I I I I I I I I 1 I fI II II II II I I 1 I I 1 I I 1 I I 1 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I} y{Iy I I- jy I W moi' TO SEWER DRAW -OFF CONNECTION WITH VALVE (BY OTHERS) OI Series VENT CONNECTION I I I THROUGH ROOF GROUND LEVEL TRENCH DRAIN I I I II1 I I I III ACCESS I I I 1 11 I I11 I I 1 d. I I I I11 I I P I I 1 1 I I I 11 I I I I I 1 I I IIIIIIIIIII1IIIII TO SEWER UNDERGROUND OIL STORAGE II II v TANK (BY OTHERS) a OI -E Series CONCRETE SLAB SEDIMENT ONTERCEPTORS Design Operatoon z Watts Sediment Interceptors are designed to separate heavier -than -water sediments or floating debris, such as hair or lint, from plumbing waste systems. Sediment interceptors trap debris with a combination of screening, and gravity separation for heavier -than -water sediments. Debris is accumulated inside the inter- ceptor, where it is stored until removal. Epoxy Coated Cast Iron - Industrial grade cast iron, finished with Watts standard gray acid resistant epoxy coati ng. Epoxy Coated Steel - Standard 11 ga. CR steel, with oven cured, acid resistant baked gray epoxy coating. Stainless Steel - 14 gauge, in accordance with ASTM A -351 -Grade CF8 (type 304) Standard Specification. Highly durable and resistant to corrosion. 777 ---- — Sediment interceptors are sized according to rate of flow, or anticipated amount of debris. See specifica- tion pages for specific flow rates and sizing. Po e:Connection No Hub (Standard) —Butt connection using no hub or neoprene coupling, suitable for cast iron, plastic, and most other piping applications. Threaded (T) - Female IPS threaded connections. Installation Considerations F- a.) Sediment interceptors should be located as near as possible to the source of the debris. Long piping runs prior to the interceptor will accumulate debris, causing drainage and clogging problems. b.) Small capacity sediment interceptors are generally mounted under or beside the sink. Larger capacity interceptors may be floor mounted, or recessed, to allow the passage of foot traffic, or connect to floor drain or other discharge lines. c.) Interceptors may be installed outside, but all piping must be below the frost line (see Extensions). d.) Venting of sediment interceptors is generally not required, however installers should reference local codes prior to installation. Maintenance&tCledeng. Sediment interceptors must be routinely inspected and cleaned, in order to prevent clogging, and maintain operating efficiency. Maintenance frequency is primarily dependent upon the specific application, and amount of incoming debris. S -WD -INTER -10 0812 F --- d S -WD -INTER -1 1 0812 WD -L Series PD1 Certified Tag: Greaseease Interceptor SPECIFICATION: Watts Drainage WD -L Series PD] Certified recessed or floor mounted epoxy coated steel low -rough -in grease interceptor with gasketed epoxy coated steel skid -proof cover secured with hex head center bolt(s), removable baffle assembly, deep seal trap with cleanout, external cast iron flow control fitting, and no hub (standard) connections. D (Length) x E (Width) Flow Rate '0 Suffix p C 20 20 GPM 35 35 GPM A 50 50 GPM El ka 44 -Options (Select O'ne or More)" r Inlet Outlet ri ti IF F on, B Sediment Bucket Flow Restrictor B -E Extension w/vent Connection -FC Flange & Clamp Device 0 Inlet & Outlet other than Standard Size SS Stainless Steel THD Threaded Connections US Buy American Compliant El c,< DaFlow, Grease Inlet T6 Height Lbs :Outlet'; Center enter90M1& C WD -20-L 20 40 3"(76) 7-1/2"(191) 4-1/4"(108) 34-7/8"(886) 22-7/-8"(581) —i34"305)—— WD-35-L 35 70 4 IT 02) 7"(178) 4-1/2"(114) 40-7/8"(1038) 32-7/8"(835) 11-7/8"(302) WD -50•L 50 100 4 IT 02) 8-1/2"(216) 5-1/2"(140) 55"(1397) 33"(838) 14"(366) Job Name Contractor Job Location Contractor's P.O. No. Engineer Representative WATTS Drainage reserves the right to modify or change product design or construction without prior notice and without incurring any obligation to make similar changes and modifications to products previously or subsequently sold. See your WATTS Drainage representative for any clarification. Dimensions are subject to manufacturing tolerances. INWATW Specification Drainage Products USA. 100 Watts Road, Spindale, NC, 28160-2298; TEL: 828-288-2179 TOLL-FREE: 1-800-338-2581 www.wat(s.com Interceptor Catalog; ES -WD -WD -L SERIES USA 1304 Rater; Capacttyl' WID-L SERIES r-,- MWATTV WD Series PDI Certified Grease Tag: Interceptor SPECIFICATION: Watts Drainage WD Series PDI Certified recessed or floor mounted epoxy coated steel grease interceptor with gasketed epoxy coated steel skid -proof cover secured with hex head center bolt(s), removable baffle assembly, deep seal trap with cleanout, external cost iron flow control fitting, and no hub (standard) connections. W, IRdk.-(S6 66,0A O 900200 S ip; 4 4 GPM 7 7 GPM El 10 10 GPM El 15 15 GPM El UPC 20 20 GPM IAPMO TM 25 25 GPM El 35 35 GPM 11 50 50 GPM E:1 D (Length) x E (Width) Select;O e or More) ufflic' r i 41", , B Sediment Bucket 0 E Extension El C FC Flange & Clamp Device 1:1 TE HD Heavy Duty (10,000 lb.) E-1 A 21 Traffic Cover IStandard 17 0 Inlet & Outlet other than E] Inlet Outlet IF Size SS Stainless Steel El THD Threaded Connections US Buy American Compliant El Flow Restrictor B I w/Vent Connection IF 0 v'e,-,, Grease A E ase to Wdth' Interceptor.; CatalogCag a ty" Inlet Number.,; C iW cuenter c7 WD -4 4 8 2-1(51) 7-3/4-1(107) 3-1/411(83) 1611(406) 10"(254) 1111(279) WD -7 7 14 211(51) 8-1/211(216) 3-1/211(89) 18"(457) 13"(330) 1211(305) WD -10 10 20 2"(51) 8-1/211(216) 3-1/2"(89) 21-3/4"(552) 14-1(356) 1211(305) WD -15 15 30 2"(51) 10-1/211(267) 3-1/2"(89) 2211(559) 15"(381) 14"(356) WD -20 20 40 3"(76) 11-1/211(292) 3-1/2"(89) 24"(610) 15-3/411(400) 15"(381) WD -25 25 50 3"(76) 12"(305) 4-1/211(114) 2611(660) 16-1/2"(419) 16-1/2"(419) WD -35 35 70 311(76) 1411(356) 511(127) 301-(762) 181-(457) 191-(483) WD -50 50 100 411(102) 16"(406) 5-1/211(140) 3211(813) 22"(559) 21-1/2-1(546) Job Name Contractor Job Location Contractor's P.O. No. Engineer- Representative WATTS Drainage reserves the right to modify or change product design or construction without prior notice and without incurring any obligation to make similar changes and modifications to products previously or subsequently sold. See your WATTS Drainage representative for any clarification. Dimensions are subject to manufacturing tolerances. Specification Drainage Products USA: 100 Watts Road, Spindale, NC, 28160-2298; TEL: 828-288-2179 TOLL-FREE: 1-800-338-2581 www.wafts.com L._ ES -WD -WD SERIES USA 1304 WD SERIES L._ ES -WD -WD SERIES USA 1304 WD SERIESES -WD -WD SERIES USA 1304 WD SERIES COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000387 BUILDING PERMIT NUMBER: 17-10000387 DATE: June 29, 2017 UNIT ADDRESS: S PARK AVE 210 25 -19 -30 -SAG -0404-0030 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: HOSKINS INV LLC ADDRESS: 720 CRICKLEWOOD LAKE MARY FL 32746 LAND USE: GENERAL OFFICE CHNG TO RETAIL TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 210 S PARK AVE/GEN OFFICE BLDG CHNG TO MIXED USE/1ST FLR RETAIL/2ND FLR GEN OFF FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Retail Strip Ctr 20K sgft* ROADS -COLLECTORS N/A Retail Strip Ctr 20K sqft* 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 Office < 100K Square Feet STATEMENT RECEIVED BY: PLEASE PRINT NAME) 2,327.00 3.116 1000gsft 00 3.116 1000gsft 1,545.00 3.116 1000gsft AMOUNT DUE SIGNATURE: DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** 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 RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRk STREET, SANFORD FL, 32771; 407-665-7356. 7,250.93 00 00 00 00 00 00 00 4,814.22- 2,436.71 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 OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Job Address: AUG - 2 207 r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-1-C4, C Documented Construction Value: V -!5• 11-V5 Historic District: Yes L_I No Parcel ID: Residential Commercial '- Type of Work: New Addition Alteration l Repair Demo Change of Use Move Description of Work: ", ,04 0-%L- C, AJ'S2R'Q C /ti% ie y2 04-AJ-e,'4- Plan 0 h G Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name &N. Phone: a q 2i' g y 3 6 a Street: - Resident of property? City, State Zip: j lq-cQc' contractor Information Name _k' Phone: Street: ®y s / AAe"'qrry A -Ir Fax: City, State Zip:!'L -32 77? State License No.: /die Ardhitect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: 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. 1F" 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: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i 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. 2— Signature Signature of Owner/Agent Date Signature of Contractor/Agent Date 4 4,- Print Owner/Agent's Name Print Contractor/Agent's Name n 2.1 Signature of Notary -State of Florida Date Sigt rrarv_Sr arw f ' ate JOANN M. JOHNSON MY COMMISSION # FF 956284 EXPIRES: March 23, 2020 Bonded Thru Notary Public Underwriterswriters is Personally Known to Me or Contractor/Agent is/ Personallynou to Me or Produced ID Type of ID Produced ID Type of ID 1V> BELOWIS 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: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Florida Star Electric, LLC 404 S. Palmetto Avenue Sanford, FL 32771 Phone: (407) 416-8001 License # ER 13013250 E-mail: service _floridastarelectric.com Job Estimate FOR: Max Hoskins 210 S. Park Avenue Sanford, FL 32771 Date: April 4, 2017 SCOPE OF WORK Remodel downstairs suites per electrical plans Upgrade panel from 125 Amps to 200 Amps GENERAL PROVISIONS All work shall be completed in a professional manner and in compliance with all applicable building codes. Contractor will provide all materials and all labor necessary to complete job. This job will be permitted and. inspected Time estimate for job is take 10 to 15 working days Weekly draw will be provided by client for labor expenses TOTAL COST Rate will be $50.00/hr/man plus materials Total estimate for the job will be between $7500.00 and $9000.00 Thank you for the opportunity to bid on the wiring upgrade for this project. If you have any questions, please feel free to contact me. I look forward to working with you soon. Bob Hearn Florida Star Electric Contract Agreement IN WITNESS WHEREOF, the parties agree to the scope of the service provided and the terms of payment and duly affix their signatures under hand and seal. 4 a 5 k- S a7r, V -t- -S S I-- L C customer) 773 ( date contractor Florida Star Electric, LLC 01171 -7 date CITY OF SANFORD 0EFIVE BUILDING & FIRE PREVENTION 5 PERMIT APPLICATION AUG 2 9 2017 Y Y. Application No: ` 7 Documented Construction Value: Job Address:4/0SE'w AHistoric District: Yes; No Parcel ID: 4s. Residential Commercial,0 Type of Work: New Addition o AlterationEl Repair Demo Change of Use Move Description of Work: S1141 WIA !/"/1' 1 2067 C LIVE hkIf Plan Review Contact Person: Phone: L1197 9(d[ Fax: Email: Property Owner Information Title: klzy) Name /'76flIIS TWIFf T/ V///- Phone: )3 YrAl ?Z'J Street: 72.0 C :%2 icOridez-V MA' Resident of property? : /7 City, State Zip: - Lok7 2Y&z 7 32- y fi Contractor Information Name LE &'1ZA/- Phone: Street:: 9E/[ 'oma/A"', Q Fax: City, State Zip: 2 State License No.: C/z« j Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Fax: E-mail: 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 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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 requ ireinents 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 informs ' n is accurate and t all work will be done in compliance with all applicable laws regulating consty6,ctio# a zonin . Signature of Owner/Agent Date Sig/nature o ontract d gent ^ ate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name of Signature of Notary -State of Florida ma IV/ c' vl : is kt l C. • , n' i 9 V EXPIRES'. 1 o`' . oUJIiC iii1:1:2!>'lfliO1' 1 E,oF'F ec Bonded?h;ulJo;2;; _----"•a, Contractor/Agent is Personally K nown to Me or Produced ID Type of ID Pl, L ,, 3 I/ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application PERMIT NO. / 074* q710 ISS VW- rCONTRACTOR: 0` JOB ADDRESS: ACE TV"v C UJ/1D V. p City of Sanford Building & Fire Prevention Division Commercial - MEP Permit Card UE DATE: 6*30*/7 dors # I Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER ELECTRIC INSPECTION TYPE APPROVED REJECTED INSPECTOR PLUMBING IN.SPEC770N TYPE APPROVED REJECTED INSPECTOR FOOTER /.SLAB STEEL BOND SEWER ELECTRIC UNDERGROUND PLUMBING UNDERGROUND ELECTRIC WALL ROUGH PLUMBING ROUGH ELECTRIC CEILING ROUGH PLUMBING 2ND ROUGH PRE -POWER INSPECTION PLUMBING FINAL CHANGE OF SERVICE ROOF STORM DRAIN INSPEC77ONTYPE APPROVED REJECTED INSPECTORTEMPORARYPOLE ELECTRIC FINAL IROOF STORM DRAIN ROUGH MECHANICAL INSPECTION TYPE APPROVED REJECTED INSPECTOR ROOF STORM DRAIN FINAL GAS INSPEC77ONTYPE APPROVED REJECTED INSPECTORMECHANICALROUGH MECH FIRE DAMPER ANGLE GAS UNDERGROUND PIPING MECH FIRE DAMPER FRAME GAS ROUGH -IN MECH FIRE DAMPER ANNULAR GAS FINAL MECH CEILING ROUGH MEDICAL GAS ROUGH -IN MECH INSULATION WRAP MEDICAL GAS FINAL MECHANICAL FINAL SPECIAL / MISCELLANEOUS INSPECTION TYPE APPROVED REJECTED INSPECTORHOODSYSTEM INSPECTION TYPE APPROVED REJECTED INSPECTOR PIPE INSULATION HOOD SYSTEM ROUGH GREASE DUCT WRAP HOOD SYSTEM INSULATION STEAM / CHILL WATER ROUGH LIGHTIWATER TEST GREASE TRAP ROUGH IN HOOD SYSTEM FINAL I I IGREASE TRAP FINAL 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. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAYBE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAYBE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC 105.3.3 aavl3R.n. Will Innocclion Linc 407.792.6069 or 855.541.2112 THIS INSTgRYMENT P PAE B Name: lJ Address: SA.A-6,- NOTICE OF COMMENCEMENT State of Florida 1111111 1!11111!11 dill 1111111111 Illi 1111 GRANT PIALOY r SEIIINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER SK 3860 P5 14.27 QP9s ) CLERK'S r 2017015130 RECORDED 02/13/2017 08.'27:12 All RECORDING FEES $10.00 RECORDED BY .ieckenro County of Seminole GG 2 Permit Number: 1-1 - 3 5 Parcel ID Number: cD5, 1 q f 30• 546Z L104-00 36 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) GENERAL DESCRIPTION OF IMPROVEMENT' OWNER INFORMATION: Name: Address:27.y (' 0_[ Y'.11%,U :bid T 2 . .[1M 1% f`r1A t FL 3Z:i-q iG Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 yearfrom date of recording unless a different date is specified) 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 1, 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 NOTICE OF COMMENCEMENT. Under penalties of jyfy eclare that I have read the foregoing and that the facts stated in it are true to the best of 4Gp2e and belief. I, 0!`'- GX I?oS/C 1yS wners ignatarg --- Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of I Or-Aa County of tm:, ao le— The iTheforegoinginstrumentwasacknowledgedbeforemethis""day of Fe-6Uroj- LA 20 c l by MOS, C)!S 1 IJ S Who is personally known to me Name of person making statement OR who has produced IdentificationE pe of identification produced: puurp. f, ANNETTE BLAND Notary Public - State of Florida s Commission #r GG 060623 My Comm. Expires Jan 16, 2016 o ary Sig re rrm%% 4. ; s;µ• s a tz oc2`r Z) U J z p A.- 0 LLo4z 0 d --- Uy u <r_ Cn « a tr— co p. 4 Ilk Date: April 29, 2016 Buyer: Max Hoskins Address 210 S Park Ave Sanford , FL 32771 1St floor LEGACY PLUMBING AND GAS Project: gas Location: Phone: 239-249-4360 Email: max@zlatitude.com Proposal Will break floor in bathroom and run new sanitary line from bathroom to new island sink Will run new hot and cold water lines for island sink Will patch concrete as needed Will remove old janitor sink and cap off waste and water lines Will install 2 customer supplied toilets on first floor Will install 2 customer supplied vanity faucets on first floor Will connect under counter plumbing for 2 vanity sinks Will install new angle stops and supply lines for each vanity and toilet on first floor Will install new customer provided kitchen faucet and garbage disposal and connect all under counter plumbing for new island sink Will turn wet bar 360" to be on back wall and turn water Will break concrete in old janitor closet to find drain to run for new shower Will install new shower drain Will install 2 customer supplied shower valves Will install new pre -slope kit and shower pan per code Will install customer supplied shower trirn after tile is complete Will install customer provided wet bar faucet and drain 2nd Floor Will move sink for breakroom to side wall about 5' Will run new water lines both hot and cold for new sink Will install customer supplied breakroom faucet and basket strainer Will connect drain and water for new breakroom sink Will install 2 toilets and 2 vanity faucets for each 2nd floor bathroom Will connect all under counter drains and water for each vanity Price includes all parts and labor to complete job as stated above Will also pull permit with city/county All work to be done during normal business hours currently 8am-4:30pm M -F Price: $3500.00 DESIGN PRESSURE RATING LARGE AND SMALL ANN, -.090 VARIES SEE TABLE 2 MISSILE IMPACT RESISTANT WATER INFILTRATION RATING= VARIES MAX. OPENING WIDTH GENERAL NOTES: 1) THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (5TH EDITION), INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) 1l4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) DESIGN PRESSURES: ANEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E 1300. 7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) PRODUCT TESTED TO TAS 201, TAS 202 AND TAS 203 (SEE EVALUATION REPORT FOR SPECIFICS) ANN. -.090 ANN, -.090EXTERIOR SGP -i/4" ANN. EXTERIOR SGP -1/4" ANN. F.T. OUTBOARDLAMINATEDLITE 7j" BITE) LAMINATED LITEIa" LITE DRY GLAZING d" BITE) 1 2 3 4 5 6 7 8 9 SETTING BLOCKS GLAZING BEAD SETTING BLOCKS Q: POINTS Q } POINTSDOORRAIL w z= a O DOOR RAIL INTERIOR w APPROVED FOR UNLIMITED CONFIGURATIONS IN BOTH OUTSWING AND INSWING MAX.PANEL WIDTH GENERAL NOTES: 1) THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (5TH EDITION), INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) 1l4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) DESIGN PRESSURES: ANEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E 1300. 7) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) PRODUCT TESTED TO TAS 201, TAS 202 AND TAS 203 (SEE EVALUATION REPORT FOR SPECIFICS) ANN. -.090 ANN, -.090EXTERIOR SGP -i/4" ANN. EXTERIOR SGP -1/4" ANN. F.T. OUTBOARDLAMINATEDLITE 7j" BITE) LAMINATED LITEIa" LITE DRY GLAZING d" BITE) GASKETS DRY GLAZING ALUMINUM SNAP -IN ALUMINUM SNAP -IN GASKETS GLAZING BEAD SETTING BLOCKS GLAZING BEAD SETTING BLOCKS Q: POINTS Q } POINTSDOORRAIL INTERIOR DOOR RAIL INTERIOR Oz zM a'3 OW GLAZING DETAIL (GT -1) GLAZING DETAIL (GT -2) SCALE: UTS 1 1 1 j i, SCALE: NTS O o4`13IONALeD yetT navo ANN, -.090 EXTERIOR SGP -1/4" ANN. LAMINATED LITE d" BITE) DRY GLAZING ALUMINUM SNAP -IN GASKETS GLAZING BEAD SETTING BLOCKS Q } POINTS DOOR RAIL INTERIOR GLAZING DETAIL (GT -1) GLAZING DETAIL (GT -2) SCALE: UTS 1 1 1 j i, SCALE: NTS O o4`13IONALeD yetT navo INDICATES A PAIR--- AIRJ I Of ANCHORS Q JAMB 1SEETABLE2 N WZWOU 0OKLL ie 6" FROM CORNERS INDICATES A PAIR OF ANCHORS Q HEAD SEE TABLE 2 6" FROM CORNERS - 12" O.C. MAX SPACING Q HEAD 1 #2 #3 #4 #5 #6 #7 #8 #9 a a a a a a a a a TABLE 1: ALLOWABLE DESIGN PRESSURES I 12" O.C. MAX OFDICAT ANCHOI SQSILL ANCHOR ELEVATION SEE TABLE 2 TABLE 2: PERIMETER ANCHOR SCHEDULE BuildingStmclura Fastener Type Minimum Minimum Minimum Max Embed. S aanef S . cmgr Allowable Design Pressures by Panel Size (f psQ Distance Sp..ng P 9PanelWidthInches 2 1/2" 3" 12" 20 24 1 28 32 1 36 1 40 44 48 52 1 112" 72 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 75.0 12" 78 100.0 100,0 100.0 100.0 100.0 100.0 100.0 75.0 75.0 Lu 84 100.0 100.0 100,0 100.0 100.0 100.0 100.0 75.0 601-65 C 90 100.0 100.0 100.0 100.0 100.0 75.0 75,0 601-65 601-65 96 100.0 100.0 100.0 100.0 100.0 75.0 601-65 601-65 601.65 0pt 102 100.0 100.0 100.0 93.2 75.0 75.0 601465 60!-65 108 75.0 96.9 83.7 75.0 75.0 +601-65 60/-65 114 75.0 77.9 75.0 75.0 75.0 +601-65 601-65 120 75.0 75.0 75.0 72.9 601-65 +60/-61.6 10IL 126 75.0 75.0 68.0 62.2 55.7 50.5 132 75.0 65.4 58.6 51.5 46.1 138 68.0 56.9 49.0 43.1 38.5 144 57.3 47.9 41.2 1 36.3 Note: Applies to both Inswing and outswing configurations, segemented and radiused installations BuildingStmclura Fastener Type Minimum Minimum Minimum Max Embed. S aanef S . cmgr Notes; Distance Sp..ng P 9 Min. 2000 PSI Tapcon 1/4" 1314" Concrete 2 1/2" 3" 12" Min. 4000 PSI Tapcon 114" 1Concrete 314" 2 112" 3" 12" SYP 5116" Lag 1 112" 1 112" 4" 12" G=0.55 SPF 5/16" Lag 2" 1 112" 4" 12" G=0.46 GMasoniryN Tapson 1/4" 13/4" 2 112" 3" 12" 1800 psi Light -Gage Fra HVVH114"-20" HH twt.% Q Y oil D0^ C 12" 18 ga. min Metal AI. or Steel 114"-20 dj2" 118" thick NOTE: ALL ANCH0W to MAt1f4= M SRAC L// -I® ONAL , 4 ial Offpjal,"" a euro _wa SUPERIOR 13Y DESIGN - 1 Pivot Hinge 355/." Wall Center Pivot 58" Pivot Hinge 3%" Header Track: 3993;." Interior 0.30• _ 0.30- PPI (PP) 0.3v _ 0.30• _ 0.30• PPI (PP) (PP) 0.30• PPI o.w• PPI Extedor I— 1" (J) 44394" 44" 44" 1 2 3 4 5 6 7 8 9 PW) (PW) PW) Hinge x Hinge E) hs' B) Hinge Interior Hinge SUI. #12 r Slie #13 SUI. #16 r SUI. 117 Pull Hinge Pull Hinge Pull Hinga 2 Exterior e #' 1. Hinge Finish: 2 2. 3. Sill: Standard Bolt Type : Twin Point, 2 O° a • • e C/ , 4. Active Door Hardware: 2 SNe 13 Stna #e SUIe #7 SUI. #10 SNe #I1 • e O 5. SNe #14 SUIe #15 L • f'e E Al • !j O Liles: 1 58" 58" 58" T 35$ V7ST4FOLD 58" 1 DATE: TYPICAL OUTSWING ELEVATION EIIGYIE H, Os/x%31 PREPARED FOR: EURO -WALL s a cars rt 0 m 24100 Tiseo Blvd. SCALE: NTS 35" II Sill: 399396" wA,h. nniv-,, Interior 0.30• _ 0.30- PPI (PP) 0.3v _ 0.30• _ 0.30• PPI (PP) (PP) 0.30• PPI o.w• PPI Extedor I— 1" (J) 44394" 44" 44" 44" 44" 44" 44" 44" 43%." 1 — (PW) PW) (PW) PW) PW) PW) (PW) PW) PW) x E) hs' B) Interior SUte #4 Sul. 05 SUI. is- IF Sul. #e SUI. #12 r Slie #13 SUI. #16 r SUI. 117 Pull Hinge Pull Hinge Pull Hinga SUI. #1 Exterior e #' 1. Hinge Finish: 2. 3. Sill: Standard Bolt Type : Twin Point, O° a • • e C/ , 4. Active Door Hardware: Sul. 12 SNe 13 Stna #e SUIe #7 SUI. #10 SNe #I1 • e O 5. SNe #14 SUIe #15 L • f'e E Al • !j O Liles: 1 T 35$ V7ST4FOLD 81—FOLD ALUMINUM DOOR 1 DATE: TYPICAL OUTSWING ELEVATION EIIGYIE H, Os/x%31 PREPARED FOR: EURO -WALL s a cars rt 0 m 24100 Tiseo Blvd. SCALE: NTS Cr' OF DRAW V Port Charlotte, FL 33980 TOM RAMIl 1.888.989.3676 9/28/1 ORIGINAL ISSUE RO S DATE DESCRIPTION I O info@euro-wall.com D U yASB pp REVISIONS • N°'w SHEET 3 OF 7 i• n/ALN,,o°°. SBL%'#/ fill19p9a I ; a ? 0 a 1 0 q " I - euro wa SUPERIOR BY DESIGN 27X 274 L 3.ss" L LL 71 L8" L MI6 1. Header 8O Rail Track O Glazingbead 4. Modified Standard Sill 12. Sweep ( without riser) O Modified I Standard Sill Standard Sill_ ZY+ (w/riser)e (without riser) pea'p '• so p,S D. L echloVerbalCrossSectionVerbalCrossSection O^ • ` G E N e w oss Optim 1: Standard SAI (Option 2: Alo fled Standard SIII . V ion 9.0 PSF WATER hJOT RATED f0R ® . NOT RATED Tlq INFILTRATION RATING WATER INFILTRATION FILT IOIJ KS72 FOLD Bl—FOLD ALUMINUM DOOR JB mur. ® PREPARED FOR: RJF EURO -WALL Yi" 24100 Tiseo Blvd. T.. Part Chadotte, FL 33980 1.886.989.3876 3/28/1 ORIGINAL ISSUE RO II VAN i nro'`d euro-wall.com DATE DESCRIPTION w REVISIONS s I O SULUVAN SHEET 5 OF 7 esse0p°° Lett Jamb DOM) Inc 1 -- Homon(al Cross Section L0 Jamb Delail) H-01 Cr-, Section Panel -lo -Panel De(ail OUTSWING Honzonlal Cross Sechon Panel -[o -Panel Delall INSWING vinPoint Honzontal Cross Smw Riahl Jamb Detal) 1 1o1 eaeeae I--178"-1 O `/ , nzonlal Q-, Section G C S° • ht Jamb Detail a c ° p_ a 5, • Vl%A FOLD Bl—FOLD ALUMINUM DOOR L w J V D TE: a PREPARED FOR: efcl EURO -WALL ca(sui s. L 16 24100 Tiseo Blvd. F qg Port Charlotte, FL 33980 T I vAN 1.888.989.3876 info@euro-wall.com F' ; 15120 ' 1". 4X 1 HEADER TRACK N LlaLj::n 1. 4Y2" 1 4 MOD STANDARD SILL W/O RISER JAMB N N _ 3'\—STANDARD SILL W/RISER 5 ADA SILL 13 1Y32' 17 31J16 3 32' N 0409999f998p I ee S o N N 9 GLAZIN , • • ENS • a • U STRAGAL O' • • ' E.. ... 11723/1s ` , mM T WMA FOLD Bl—FOLD ALUMINUM DOOR J D ® PREPARED FOR: EtGV EURO -WALL RECESSED STILE ACTIVE STILE \ PANEL RAIL c be/:Is 24100 Tiseo Blvd. 7 IN F Port Chadolle, FL 33980 E•*' 1.888.989.3876 3/28/1 ORIGINAL ISSUE RO • _ - info@euro•wall.com fie NAL eo 2 Folding Door - C3 - BILL OF MATERIALS ITEM# PART# DESCRIPTION MATERIAL MANUFACTURER 1 C3 Header Header Track Aluminum 6063 - T5 SAPA 2 C3 Jamb Jamb Aluminum 6063 - T5 SAPA 3 C3 -Sill -St Standard Sill (with riser) Aluminum 6063 - T5 SAPA 4 C3 -Sill -St (m) Modified Standard Sill Aluminum 6063 - T5 SAPA 5 C3 -Sill -ADA ADA Sill Aluminum 6063 - T5 SAPA 6 C3 -R Stile Recessed Stile Aluminum 6063 - T5 SAPA 7 C3 -MP Stile Active Stile Aluminum 6063 - T5 SAPA 8 C3 -Rail Rail Aluminum 6063 - T5 SAPA 9 C3 -Bead Glazing Bead Aluminum 6063 - T5 SAPA 10 C3-Asl Astragal Aluminum 6063 - T5 SAPA 11 C3 -Hinge Hinges Assembly EuroWall 12 C3-Swp Sweep Rubber EuroWall 13 C3-MPL Multipoint Lock Assembly (304 SS) EuroWall 14 C3-TPL Twinpoint Lock Assembly (304 SS) EuroWall 15 C3 -Glass Glass 16 C3-DGG EPDM Dry Glazing Gaskets ASTM C 864-05 Trelleborg 17 18 4X 1 HEADER TRACK N LlaLj::n 1. 4Y2" 1 4 MOD STANDARD SILL W/O RISER JAMB N N _ 3'\—STANDARD SILL W/RISER 5 ADA SILL 13 1Y32' 17 31J16 3 32' N 0409999f998p I ee S o N N 9 GLAZIN , • • ENS • a • U STRAGAL O' • • ' E.. ... 11723/1s ` , mM T WMA FOLD Bl—FOLD ALUMINUM DOOR J D ® PREPARED FOR: EtGV EURO -WALL RECESSED STILE ACTIVE STILE \ PANEL RAIL c be/:Is 24100 Tiseo Blvd. 7 IN F Port Chadolle, FL 33980 E•*' 1.888.989.3876 3/28/1 ORIGINAL ISSUE RO • _ - info@euro•wall.com fie NAL eo 2 Termite F 0 5 2011 NOTICE Control, Inc. NOTICE 6211 Edgewater Dr. - Orlando, Florida 32810 2100 Ronald Regan Blvd., Ste. 1048 • Longwood, Florida 32750 Technician e IQELIV% HAS: Inspected Inspected and Treated THI PROP Y FOR: ubterranean Termites D Powder Post Beetles Drywood Termites Old House Borers Moisture Wood -Decaying Fungi Other: BYAPPLICAJION OF: ermidor- 6 Tim Bor Vikane Other: W Date) Call 407.292 -PEST Orange, Osceola &Lake Counties, 7378) Caand:407-331"PEST inole & Volusia County, for your FREE Pest Control and Lawn Estimate. 7378 Toll Fre 00)-S 8.71869 www.prostaffpestcontrol.com 4 This Instrument Prepared By Lonnie N. Groot, Esquire Stenstrom, McIntosh, Colbert, Whigham, P.A. 1001 Heathrow Park Lane, Suite 4001 Lake Mary, Florida 32746 Return To: Ms. Christine Dalton Community Planner/Historic Preservation Officer Planning and Development Services Department City Hall 300 North Park Avenue Sanford, Florida 32771 Tax Parcel Identification Number: 28-19-30-5AG-0404-0030. HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD DEVELOPMENT ORDER RELATING TO 210 SOUTH PARK AVENUE AND ISSUING CERTIFICATE OF APPROPRIATENESS On March 15, 2017, the Historic Preservation Board of the City of Sanford issued this Development Order issuing a Certificate of Appropriateness relating to and touching and concerning the following described property: 210 South Park Avenue, Seminole County Tax Parcel Identification Number: 28-19-30-5AG-0404-0030. FINDINGS OF FACT Property Owner: Hoskins Investments LLC 720 Cricklewood Terrace Lake Mary, Florida 32746 Applicant: Max L. Hoskins II 720 Cricklewood Terrace Lake Mary, Florida 32746 Project: To install a wall sign and marquee and extend decorative columns to the second floor on the real property located at 210 South Park Avenue. Requested Development Approval: To install a wall sign and marquee and extend decorative columns to the second floor on the real property located at 210 South Park Avenue. Additional Findings: The building was constructed in 2000-2001 and replaced an I earlier set of buildings located on the property. In September, 2016 the applicant received approval to replace the existing windows, enclose two window openings (on the north and west elevations), and install folding glass walls on the first floor. The applicant is now proposing to install a wall sign and marquee and extend decorative columns to the second floor on the real property. The applicant filed detailed design drawings with the City as part of the application. The building is not historic. The proposed marquee and sign were designed to give balance and interest to the fagade. The proposed materials are consistent with the materials of a similar marquee and sign in the downtown such as the Wayne Densch Performing Arts Center and the Ritz Theatre. The marquee and sign will be backlit, and will not be internally illuminated. The proposed light bands are LED, not neon. CONCLUSIONS OF LAW a). Under Schedule "S" of the City's Land Development Regulations as set forth in the Code of Ordinances of the City of Sanford, marquees shall be retained where they are an historic element of the building and the design, materials, color, lettering and hardware of a marquee shall reflect the style and period of the building. Also, the highest point of a marquee or its superstructure shall not be higher than the midpoint of the space between the second story window sills and the top of the first floor storefront window or transom and marquees shall span the entire fagade or entrance. Only one marquee shall be permitted on a fagade with a minimum height 8' from the lowest point to the sidewalk. b). Pursuant to Section 8.0 of Schedule "S" of the City's Land Development Regulations as set forth in the Code of Ordinances of the City of Sanford, the Historic 2 Preservation Board has reviewed the proposed Certificate of Appropriateness and all matters relating thereto in accordance with the procedures for altering historic landmarks or structures within historic districts as set forth in Schedule "S". c). The purpose and intent of Schedule "S" have been met in the context of the approval set forth herein. d). To the extent that a conclusion of law as set forth herein also constitutes a factual finding, then such shall be taken to be so as part of this Development Order. e). The proposed Certificate of Appropriateness is hereby found and determined to comply with the aforestated requirements. f). Additionally, the Certificate of Appropriateness sought is hereby found and determined to be consistent with the City of Sanford Comprehensive Plan and development of the property as proposed would be consistent with and in compliance to applicable land development regulations and all other applicable regulations and ordinances as set forth in the Code of Ordinances of the City of Sanford. ORDER NOW, THEREFORE, IT IS ORDERED THAT: 1). The aforementioned application for a Certificate of Appropriateness is APPROVED subject to the following conditions: a). The Historic Preservation Board selects Option 1 as the marquee design with the sketch of that Option being on file in the files of the City. b). The Historic Preservation Board has authorized the use of non -neo lighting provided that the LED lighting that is utilized is a replication of neon and is white simulated neon with white backlighting. 3 A c). If City staff and the Property Owner are unable to agree to the details of this Development Order in any way, the matter will be submitted to the Historic Preservation Board for resolution at a public hearing, and the matter will be adjudicated by means of a development order or denial development order relating thereto. 3). This Development Order touches and concerns the aforedescribed subject real property and shall be a burden that runs with and burdens the subject real property and all matters set forth herein may be enforced by any code enforcement process available to the City. Done and Ordered on the date first written above. As approved and authorized for execution by the Historic Preservation Board of the City of Sanford at its meeting of March 15, 2017. ATTEST. HISTORIC PRESERVATION BOARD OF THE CITY OF SANFORD Cynthia Porter, City Clerk Tammy Agnini, Chairman Date: City Seal Nunc pro tunc to March 15, 2017. PROPERTY OWNER SIGNATURE BLOCK FOLLOWS: 2 JOINDER AND APPROVAL OF CONDITIONS BY PROPERTY OWNER IN WITNESS WHEREOF, the subject Property Owner has signed and sealed these presents, through its authorized officer and representative, the day and year written below and AGREES to all of the terms and conditions of this Development Order approving a Certificate of Appropriateness. ATTEST. Janine G. Hoskins Manager kav_ Signature of Witnes Printed Name: syt'"'- STATE OF FLORIDA COUNTY OF SEMINOLE ) HOSKINS INVES ME Max L. skins II Manager ACKNOWLEDGMENT The foregoing was sworn to and subscribed before me thisZ?day of March, A.D. 2017, by Janine G. Hoskins and Max L. Hoskins II, who are personally known to me or who produced Vy\o,-Y— 40 SLO^1 10 as identification. WITNESS my hand and official seal in the County and State aforesaid this -s day of March, A.D. 2017. JENNIFER M. GOLLOWAY s -`:: Notary Public - State of Florida Notary Pu P My Comm. Expires Nov 3, 2017 Commission # FF 043238MyCommissionExpires: . 3 . -, z „.... Bonded Through National Notary Assn. 5 BP250UO2 CITY OF SANFORD 6/29/16 Application Tracking Individual Step Maintenance 15:54:43 Application number . . . . : 16 00001485 Application type . . . . . : PLUMBING PERMIT Revision number . . . . . . . Path/Step/Seq/Agency . . . : A O1 00 HISTORIC DISTRICT LIASION Date submitted, resulted . . 52416 52416 Status code (F4) . . . . . . PRC PLAN REVIEW COMPLETE Reviewed by (F4) . . . . . . AS ANNETTE SCOTT Revised est cpl date . . . 53016 Copies of plans . . . . . . . _ 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments Prt Date 1.000 All work interior only. Any work visible on the exterior _ 52616 requires a Certificate of Appropriateness. T/S: 06/29/2016 03:41 PM SCOTTA ------------------------ THIS INFORMATION WAS ENTER MY CHRISTINE DALTON, MY SIGN OFF IS IN THERE BECAUSE I COULD NOT PRINT UNLESS IT WAS SIGN OFF. AND HER RESULT WAS ENTER ON THE 23TH OF JUNE More... F3=Exit F4=Prompt F8=Log maintenance F9=Add standard comments F12=Cancel F14=Required inspection maintenance BP250UO2 CITY OF SANFORD 6/28/16 Application Tracking Individual Step Maintenance 12:17:20 Application number . . . . : 16 00001714 Application type . . . . . : INTERIOR COMMERCIAL REMODELING Revision number . . . . . . . Path/Step/Seq/Agency . . . : A O1 00 PLANNING & ZONING Date submitted, resulted . . 62016 62316 Status code (F4) . . . . . . PRC PLAN REVIEW COMPLETE Reviewed by (F4) . . . . . . CD CHRISTINE DALTON Revised est cpl date . . . 71916 Copies of plans . . . . . . . 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments Prt Date 1.000 All work limited to interior and second floor. Removal of _ 62316 windows on second floor requires review and approval by HPB therefore is not approved as part of this permit. 2.000 _ 3.000 _ 4.000 _ More... F3=Exit F4=Prompt F8=Log maintenance F9=Add standard comments F12=Cancel F14=Required inspection maintenance BP251I03 CITY OF SANFORD Application Tracking Individual Step Inquiry Application . . . . . . . . . Address . . . . . . . . . . . Application type . . . . . . . Revision/Path/Step/Seq/Agency: Required step, approval code Date submitted, resulted . . Status code . . . . . . . . Reviewed by . . . . . . . . Org cmpl date, revised . . . Copies of plans . . . . . . 16 00001714 210 PARK AVE STE 200 INTERIOR COMMERCIAL REMODELING A O1 00 HDL HISTORIC DISTRICT N IB IN BIN 6/07/16 6/22/16 PRC PLAN REVIEW COMPLETE AS ANNETTE SCOTT 6/29/16 6/29/16 6/29/16 15:53:35 LIASION Comments Print Date TIS: 06/29/2016 03:26 PM SCOTTA------------------------ 6/29/16 All work limited to interior and second floor. Removal of 6/29/16 windows on second floor requires review and approval by HPB 6/29/16 therefore is not approved as part of this permit. 6/29/16 per CD/she sign off on planning and zoning. 6/29/16 Bottom Press Enter to continue. F3=Exit F8=In/Out Status F12=Cancel F14=Action log inq 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 be done in compliance 'th alI applicable laws regulating constructi 6-20-2016 Signature of Owner/Agent Date Signature of Contractor/ ax os Ins - Print Owner/Agent's Name Max Hoskins Print Contractor/Agent's Name all work will 6-20-2016. Date Signature of Notary -State of Florida Date Signature of te xw DEBBIE BLANT MY COMMISSION # FF 17864B a EXPIRES: February 25, 2019 af oo i °°• Bonded Thru Notary Public Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known 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: Total Sq Ft of Bldg: 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: ZONING: 00 • - Z2' 1 lb 4 UTILITIES: ENGINEERING: FIRE: COMMENTS: 4 SCE A C01-4I I WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ `o, U() 0 Job Address: 210 S Park Ave, Sanford FL 32771 Historic District: Yes X NoEl A Parcel IDs ' ( I• C 5 N5 - U 04- bby c t 20 Residential Commercial FX Type of Work: New D Addition D Alteration N Repair D Demo D Change of Use D Move D Description of Work: Relocate non -supporting walls, add sliding glass door, add built-in desks and shelves, add ceiling detail and carpet Plan Review Contact Person: Max Hoskins Title: Officer Phone: 239-249-4360 Fax: Email: max@equiprnentgiant.com Property Owner Information Name Hoskins Investments LLC Phone: 239-249-4360 Street: 720 Cricklewood Ter Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Triton Builders ' Phone: Street: 2753 Shearwater St . Fax: _ City, State Zip: Clermont, FL 34711 352-348-3131 352-404-4151 State License No.: CGC 1515510 Architect/Engineer Information Name: Eagle Design Services Phone: 407-928-6645 Street: 877 Silk Oak Ter City, St, Zip: Lake Mary, FL 32746 Bonding Company: Address: Fax: E-mail: Mark@ziatitude.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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: 511' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ `o, U() 0 Job Address: 210 S Park Ave, Sanford FL 32771 Historic District: Yes X NoEl A Parcel IDs ' ( I• C 5 N5 - U 04- bby c t 20 Residential Commercial FX Type of Work: New D Addition D Alteration N Repair D Demo D Change of Use D Move D Description of Work: Relocate non -supporting walls, add sliding glass door, add built-in desks and shelves, add ceiling detail and carpet Plan Review Contact Person: Max Hoskins Title: Officer Phone: 239-249-4360 Fax: Email: max@equiprnentgiant.com Property Owner Information Name Hoskins Investments LLC Phone: 239-249-4360 Street: 720 Cricklewood Ter Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Triton Builders ' Phone: Street: 2753 Shearwater St . Fax: _ City, State Zip: Clermont, FL 34711 352-348-3131 352-404-4151 State License No.: CGC 1515510 Architect/Engineer Information Name: Eagle Design Services Phone: 407-928-6645 Street: 877 Silk Oak Ter City, St, Zip: Lake Mary, FL 32746 Bonding Company: Address: Fax: E-mail: Mark@ziatitude.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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: 511' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Effective KNOX' Rapid Entry System Fire ° EMS ° Law Enforcement • Government a E January 1, 2016 2 601 AUTHORIZATION ORDER FORME REEVE<^ 16-1130531800-552-5669.623-687-2300 • Fax: 623-687-2290 • WWW.KNOXBOX.COM R 17 COMPANY AGENCY DATE ORDERED STREET SUITE/ BUILDING of 1 1 1 1 NO SIGNATURE REQUIRED Sanford Fir ept 3 NP K VE S O FL 32771-1244 M 20142Y. a9l and Date Print Name Clearly m Authorizing Agency Approval Signature Required to Sub -master Items Check here to Sub -master Sub -master fee $7.00 per keyed item. Authorized Agency Signature c u7uu:. uUq P D Quantity Part# Weight Ea. Price Ea. Extended Price Check or Money Order made payable to: m m m $ 1 1 mKNOXCOMPANYFederalI.D. #95-3617858 v EXP. DATE (MM / YY) m m m I72y: ER MTI m m m CARD NUMBER Sub -master Fee mCreditCardOrderscanbeFAXED scanned and emailed to: orders@knoxbox.com or (if required, $7.00 ea.) Shipping and mHandling $ NAME ON CARD Subtotal $ OPE CardholderSignature D MV CMU 7MD FL AX Required Sales Tax $ 1 1is ; ] LD G37 D D D u D t Pre -payment BUILDING NAME DEPT.) Total l F] Ground Shipping & Handling '! 1 Ib. to 7 lbs. $15.00 please call ! 8lbs. to 16 lbs. $28.00 Knox for quote: CITY, ST, ZIP CODE 17 lbs. to 30 lbs. $40.00 751bs.+and/or 4 31 lbs. to 50 lbs. $50.00 Alaska, Hawaii, I 51 lbs. to 75 lbs. $60.00 Canada gGgbsm us EEMM 119 MZ09EM 0 `[ =jm Call for Rates and Check Box: i SHIP TO CONTACT NAME RUSH? [3 Next Day Air 2nd Day Air OFFICE USE ONLY COMPANY NAME SUITE 0/N - REC'D I STREET ADDRESS No P.O. BOXES 111111111111111111111 CITY, ST, ZIP CODE Since 1975, Knox has been manufacturing high security key boxes, key vaults, armored cabinets, key switches, padlocks, master key retention devices, narcotics drug lockers and locking FDC plugs and caps. This proven rapid entry system reduces response time, property damages and the liability for lost keys. More than 13,500 fire departments, military installations and the communities they serve depend on Knox products and services. Nno- o ®ND 3200 SeAss Holds up to 10 Keys Nimmi-wauKe Holds up to 50 Keys 3275 Recessed 4444 Recessed Nnono 2.5" FRIC MUG With Swivel -Guard TM 3041 VandpD pq/ HudTaM cap f> 4043 ORDER V ERDAS AM® COMDUTOO 1S Xnalle paCach aim®u® Neu 113th i 3501 3770 3502 NOTICE: When you provide a check as payment, you authorize us either to use inforuation from your check that you indemnify and hold the Knox Company harmless from any claims or losses resulting from the such to make a one-time electronic fund transfer from your account or to process the payment as a check transaction. alteration or modification of the Product. As used in this Order Terms and Conditions (the "Agreement"), the words "you, myour;' and "customer" each mean the person or entity gamed on the face of this form as the Customer or Buyer. The words "we;' "our;' and Knox" each mean Knox Associates, Inc. d/b/a The Knox Company, an Arizona corporation, with a place of business located at 1601 W. Deer Valley Road, Phoenix. Arizona 85027. The words "Equipment" or "Product' mean the products ordered under this agreement. I. This Order is based upon these terns and conditions of this Agreement. Knox rejects any and all other terms and conditions of sale proposed or discussed by the parties in connection with this Order or the resulting transarnan. This Agreement shall constitute the entire and exclusive contract of sale between you and Knox, and any additional or different terms in any purchase order, counteroffers, or where ever contained are objected to and rejected. 2. Allorders for Products are subject to availability. We reserve the right to reject any order for any reason. We will use all reasonable efforts to deliver Products by a requested delivery date. However, delivery dates are approximate and we are not liable for delays in delivery for any reason. 3. Subject to payment in full, title to purchased Products will pass to you. FOB our shipping dock. 4. Before shipping Products to you, we will perform our standard factory inspection and acceptance tests on the unit, and satisfactory completion of inspection will constitute your acceptance of the unit. At your reques(, we will certify in writing our completion of inspection tests. 5. You shall pay all amounts due according to the payment terms on the face of this form, in United States dol- lars, delivered to us at the address stated on the invoice or as otherwise required by us. If you fail to pay any charges w hen due, in addition to such overdue amounts you shall pay a late -payment charge on the unpaid bal- ance equal to the lesser of 1.5 percent per month or the lawful maximum. You have no set-off rights. 6. We warrant that Products ordered and subsequently sold to you under this Agreement will conform to the published specifications for the Product and limited to the warranty period specified by Knox for that Product on the date the product was shipped. We reserve the right to make changes to our products and have no obliga- tion to alter previously purchased products. Our sole obligation to you and your exclusive remedy under this warranty is as follows: a) We will repair or replace without charge Products found to be defective so long as you return the Products to us, freight prepaid, to our service center in Phoenix. Arizona. b) N'e will not be required to ship a replacement until we have confirmed through our examination that your item is in fact defective. We will pay freight costs to ship any repaired or replacement unit to you. If we are unable within a reasonable time to repair or replace your item, then you will be entitled to the refund of your purchase price. c) This warranty does not apply to any unit which we detemmine has been subjected by you or another party to (1) operating or environmental conditions in excess of our written specifications or recommendations; (2) damage, misuse or neglect; (3) improper installation, repair, modification or alteration; or (4) use for which it was not intended or designed. This warranty also excludes expendable items, such as lamps, fuses, or other pans which fail from normal use. This is our only warranty for Products. The above warranties and remedies shall become null and void in the event the Product has been or is currently being used by any person other than the original purchaser or if the Product has been or is currently being used at a location other than the original installation address. KNOX EXPRESSLY DISCLAIMS ALL OTHER WARRANTIES, GUARANTEES OR REMEDIES — WHETHER EXPRESS, IMPLIED, OR STATUTORY — INCLUDING ANY IMPLIED WARRAN'T'Y OF MERCHANTABILITY OR FITNESS FOR A PAR'1'ICCLAR PURPOSE. We also disclaim any implied warranty arising out of trade usage or out of a course of dealing or course of performance. And in no event shall our liability to you exceed the limitations specified in Section 12. 7. You agree that the Knox Product ordered will be used only with the Knox Master Key issued to the Authorized Agency designated on this Order Foram. 8. You acknowledge that the lock code and lock core in the Knox Product as delivered by the Knox Company may not be modified or altered in any manner except with the express authorization of the Knox Company. 9. You acknowledge that if you or any party on whose behalf you are acting alters, modifies or tampers with the Product or takes any action that compromises the Product's ability to be accessed with the Authorized Agency's Master Key, the Knox Company may have the right to demand that the Product be removed from use, and 10. You acknowledge that all right, title and interest in all patents, copyrights, trademarks, trade dress, trade secrets and other intellectual property embodied within, covering or in any way regarding the Products is owned exclusively by Knox, or its licensor(s), and all rights with regard to such intellectual property are reserved. You represent, warrant and covenant that you will not claim any right, title or interest in, or use, any such intellectual property, including any and all codes to keys, keyways and keywrenches all of which remain exclusively the property of Knox or its licensor(s), and that you will not bring any suit or proceeding in an attempt to invalidate or claim any such intellectual property rights. 11. Neither Knox nor you will be liable to the other for any delay or failure to perform if that delay or failure results from a cause beyond its reasonable control. 12. Your exclusive remedies concerning our performance or nonperformance are those expressly stated in this Agreement. Under no circumstances will Knox be liable for reprocurement costs, lost revenue or profits, loss of data, or for any other special, incidental or consequential damages, even if they were foreseeable or you have informed us of their potential. And we will not be liable for any damages claimed by you based upon any third party claim. Our total liability to you for your damages under this Agreement will not exceed the price you paid to us for the unit of Products at issue in your claim. This limitation will apply regardless of the form of action (i.e., whether the lawsuit is in contract or in tort. including negligence.) Because some states do not allow exclusion or limitation of liabilityfor consequential or incidental damages, in such states Knox's entire liability is limited to the full extent permitted by law. 13. You shall indemnify and save Knox harmless from all claims, losses. damages. expenses (including reason- able legal fees) and liability resulting from or in any way connected, directly or indirectly, with a breach of your obligations under this Agreement, third party claims, or with the possession, handling, sale or use of the Products or goods made from the Products defivered hereunder. 14. You will be invoiced and will pay all sales, use, excise, and other taxes on Products unless exempt under law or you furnish us with a valid resale or exemption certificate. The reporting and payment of all taxes for Products is your sole responsibility. You will also be responsible for all transportation costs, insurance charges, customs duties, and loss or damage settlements. Our prices for Products do not include such taxes or charges; where applicable, they will be added to your total invoice amount. You will not be responsible, however, for taxes levied against us based upon our net income or net worth (franchise taxes). 15. 1f for any reason we are unable to supply the total demand for Products specified herein, we may in our sole discretion distribute our available supply of Products among our customers, and we shall have no obligation to purchase supplies of the goods from third parties to enable us to perform our obligations to you under this Agreement. 16, This Agreement shall be governed by and construed in accordance with the laws of the State of Arizona without resort to conflict of laws rules. Each party irrevocably agrees that any action, suit or other legal proceed- ing against them shall be brought in a court of the State of Arizona or in the United States District Court for the State of Arizona. By execution and delivery of this Agreement, each party irrevocably submits to and accepts thejurisdiction of each of such courts and waives any objection (including any objection to venue, enforcement, or grounds of foram non conveniens) which might be asserted against the bringing of any such action, suit or other legal proceeding in such courts. In the event any proceedings are commenced to enforce or construe this invoice or the goods or services related thereto, then the prevailing party in such proceedings shall be entitled to its reasonable attorney fees thereby incurred. In the event a judgment is entered in such proceedings, it is agreed that said judgmentshall provide that the prevailing party shall be entitled to recover all attorney fees reasonably incurred in enforcing said judgment. 17. This Agreement represents the entire agreement between us regarding this Order and Products we are to sell to you under it. The parties specifically disclaim the application of the United Nations Convention on Contracts for the International Sale of Goods. It also supersedes all previous oral or written communications between us regarding its subject matter, and it may not be modified or waived except in writing and signed by an officer or other authorized representative of each party. If any provision is held invalid, all other provisions shall remain valid, unless such invalidity would frustrate the purpose of our Agreement. 201 Prices and availabilitytgsubjecttochange. r 6 Price MCA Shipping and handling not included. Serving First Responders Since 1975 Effective January 1, 2016. All Prices in US Dollars a 1AIMON-100NO LJ22OO OO VMA983 Holds up to 10 Keys Ship Weight =10 lbs. Door Type Mount Type Tamper Color Part PriceSwitchNumber Hinged 9 Surface Black 3261 $308.00 O Black 3262 $314.00 Aluminum 3263 $318.00 O Aluminum 3264 $324.00 Dark Bronze 3265 $318.00 O Dark Bronze 3266 $324.00 Recess Black 3270 $348.00 O Black 3271 $354.00 Aluminum 3272 $358.00 O Aluminum 3273 $364.00 Dark Bronze 3274 $358.00 O Dark Bronze 3275 $364.00 Optional Multi-purpose electrical switch 3291 $27.00 3200 Hinged Door Recessed Mounting Kit 3290 $89.00 Lift -Off Surface Black 4403 $558.00 Black 3201 $273.00 O Black 3202 $279.00 Recess O Dark Bronze 4416 $577.00 Black 3220 $313.00 O Black 3221 $319.00 Optional Multi-purpose electrical switch 3241 $27.00 3200 Lift-off Door Recessed Mounting Kit 3240 $89.00 NAIM( e I!'aCach Ship Weight =2lbs. Part Pa rt Number Price Exterior - All Weather Conditions - 1-13/16" H 3770 94.00 shackle clearance 7/16" dia. stainless steel shackle 3502 100.00 Shrouded - All Weather Conditions - 3/4" H shackle 3772 108.00 clearance, 7/16" diameter stainless steel shackle O Black 4431 $557.00 Aluminum 4439 $558.00 Interior - Light Duty - 2-3/8" H shackle clearance 3771 71.00 5/16" diameter hardened steel shackle Dual Lock Surface Nalmo ® L(@v Spi ch Ship Weight =1 lb. Part (includes all stainless steel dust cover) Part Number Price Key Switch 3501 82.00 Key Switch on Mounting Plate 3502 100.00 Double Key Switch on Mounting Plate 3503 163.00 www.knoxbox.com LJU OlN_lJ BU q® VV OOO V 088 Holds up to 50 Keys Ship Weight = 29 lbs. Lock Typeyp Mount Type Tamper Color Part PriceSwitchNumber Single Lock Surface Black 4401 $498.00 O Black 4402 $507.00 Aluminum 4409 $508.00 O Aluminum 4410 $517.00 Dark Bronze 4413 $508.00 O Dark Bronze 4414 $517.00 Number Recess Black 4430 $548.00 O Black 4431 $557.00 Aluminum 4439 $558.00 O Aluminum 4440 $567.00 Dark Bronze 4443 $558.00 O Dark Bronze 4444 $567.00 4400 Recessed Mounting Kit 4470 $105.00 Dual Lock Surface Black 4403 $558.00 O Black 4404 $567.00 Aluminum 4411 $568.00 O Aluminum 4412 $577.00 Dark Bronze 4415 $568.00 O Dark Bronze 4416 $577.00 Lt. Grey Recess Black 4432 $608.00 O Black 4433 $617.00 Aluminum 4441 $618.00. O Aluminum 4442 $627.00 Dark Bronze 4445 $618.00 O Dark Bronze 4446 $627.00 4400 Recessed Mounting Kit 4470 $105.00 Optional Multi-purpose electrical switch 4471 $27.00 Keywrench/card holder 4472 $12.00 Push Button Switch 4473 $10.00 Lame CTR'Uca D®c ums[ M cab0ime Me SIMpO'Ss Ship Weight = 67 lbs. Lack Type Depth Switch Color Number Price Lt. Grey 1302 955.00 Single Lock 7 inch O Lt. Grey 1304 995.00 Lt. Grey 1306 1,015.00 Dual Lock 7 inch O Lt. Grey 1308 1$1,055.001 O Included -Not Included MEN@ 2.5" dOOhomu FOCI MUO u ry KnoX® 71OreLp7ji16,e Part Number Price 011: i r i 3041 177.00 All Stainless Steel Surface Mount L St' Contiiiuedx MEN@ 2.5" dOOhomu FOCI MUO Ship Weight = 4 lbs. Part Part Number Price 2-1/2" Male Plug with Swivel-Guard"m 3041 177.00 All Stainless Steel Surface Mount 2-1/2" Male Plug 3043 137.00 All Stainless Steel 811.00 Recess Mount smTecap® Ship Weight 8 lbs. Part Part Number Price 2-1/2" NH Female Cap, Stainless Steel exterior 4043 253.00 with solid brass threads Surface Mount C UOK®1.5" Lack'M2 COC Rug Ship Weight = 2 Ibs. Part Pa rtINumber Price 1-1/2" NH Male Plug, All Stainless Steel I 3050 I $103.00 L i l l J C 1 15 0 Ship Weight 35 lbs. Lock Type Mount Type Tamper Switch Color Part Number Price Single Lock Surface Mount Red 4505 771.00 Red 4506 811.00 Recess Mount Red 4534 821.00 Red 4535 861.00 Dual Lock Surface Mount Red 4507 831.00 Red 4508 871.00 Recess Mount Red 4536 881.00 Red 4537 921.00 C'ID11=0 ESUVOT IAOM 12m Ship Weight: Standard =14 lbs. Part Tame rPart Switch Color Number Price Std. Elevator Box Red 1403 326.00 Std. Elevator Box 519.00 Red 1404 366.00 13 Hook Expansion Panel Red 1449 42.00 Nima {® MOTR amad® Capsps Ship Weight: 4"= 6 lbs.; 5" = 9 lbs. Adapter Size Part Part Number Price 4" StorzGuard- Dark, Hard Anodized Aluminum 5001 293.00 5" StorzGuard - Dark, Hard Anodized Aluminum 5002 313.00 nfl LAIMON® Mansawd, [Vas u3th Chap Includes StorzGuard Cap and Adapter Ship Weight =16 Ibs. Adapter Type Adapter Size Face Type Part Number Price StorzGuard + 300 Elbow ijA 01 4" Storz X 4" NPT Female Rigid Gasket 5022 519.00 Metal Face 5023 519.00 5" Storz X 4" NPT Female Rigid Gasket 5042 581.00 Metal Face 5043 581.00 5" Storz X 6" NPT Female Rigid Gasket 5046 636.00 Metal Face 5047 636.00 StorzGuard + Straight 4" Storz X 4" NPT Female Rigid Gasket 5020 418.00 Metal Face 5021 418.00 5" Storz X 4" NPT Rigid Gasket 5040 517.00 Metal Face 5041 517.000Female 5" Storz X 6" NPT Female Rigid Gasket 5044 573.00 Metal Face 5045 573.00 Hydrant Steamer Kit - 5" Storz to 4.5" NH Metal Face 5049 522.00 IJU[MONO s150nd1gJad®kapbm Glm1 v Ship Weight = 8 lbs. Adapter Type Adapter Size Face Type Pa rt Number Price 300 Elbow 4" Storz X 4" NPT Female Rigid Gasket 5062 $226.00 Metal Face 5063 $226.00 5" Storz X 4" NPT Female Rigid Gasket 5082 $268.00 Metal Face 5083 $268.00 5" Storz X 6" NPT Female Rigid Gasket 5086 j $323.00 Metal Face 5087 $323.00 Straight 4" Storz X 4" NPT Female Rigid Gasket 5060 $125.00 Metal Face 5061 $125.00 5" Storz X 4" NPT Female Rigid Gasket 5080 $204.00 Metal Face 5081 $204.00 5" Storz X 6" NPT Female Rigid Gasket 5084 $260.00 Metal Face 5085 $260.00 Hydrant Steamer Adapter - 5089 $211.00 5" Storz to 4.5" NH Metal Face n n © KN OX® Prices and availability subject to change. CJ LI,Jo L®f b®a ® Shipping and handling not included. Serving First Responders Since 1975 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 4,149.31 Job Address: 210 S Park Avenue, Sanford FL 32771 Historic District: Yes No Parcel ID: 25-19-30-5AG-0404-0030 Residential Commercial 0 Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Installing additional devices due to tenant improvements. Working under building permit 417-325. Plan Review Contact Person: Phone: 407-637-8396 Nicole Sealy Fax: 407-831-1347 Title: Permit Tech Email: engineering@dynafire.com Property Owner Information Name Hoskins Investments LLC Phone: D a Street: 720 Cricklewood Terrace Resident of property? City, State Zip.. Lake Mary, FL 32746 Contractor Information Name DynaFire, Inc. Street: 1098 Concord Drive City, State Zip: Casselberry FL 32707 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 407-830-6500 Fax: 407-831-1347 State License No.: EF20000528 Architect/Engineer Information Phone: Fax: E-mail: 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: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 /1 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoiing. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Agent Name MY COMMISSION # 023180 EXPIRES: July 11, 2021 Bonded Thru Notary Public Underwrite, Contractor/Agent isy Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: 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: WASTE WATER: ENGINEERING: FIRE: BUILDING: --s' / 7 COMMENTS: Revised: June 30, 2015 Permit Application i 109-B Concord Drive IAd RION, Casselberry, FL 32707Oy, UYNAFIRE407.830.6500 DynaFire.com Proposal Document (03/06/2017) Project: Hoskins Investments 210 S. Park Ave. Sanford, Fl. 32771 Attn: Max Hoskin C: 239-249-4360 max@equipmentgiant.com DYNAAWirelessrETIAlarmMonitoring Scope: Turnkey (Specifications --) Prices were established per the Design Documents dated (00-00-00), unless otherwise noted below. The quantity of devices is based on the contract drawings design. DynaFire will install all devices and circuits per all applicable codes. DynaFire, Inc. Standard Terms and Conditions apply to this quotation. Proposal and any resulting Contract/PO shall be subject the General Terms and Conditions attached hereto. Proposal is based on a mutually agreeable contract. Pricing is valid for (60) days from date of quote. ScopeClarifications: 1. This proposal is based on the walkthrough performed to provide proper coverage for this office space. Smoke Detectors, Heat Detectors, and Audible/Visual devices are needed. Some existing devices to be relocated or lowered as needed. All devices will be installed to meet all current code requirements. 2. A complete set of shop drawings along with submittals and permit application will be submitted to the local AM for review and approval. 3. DynaFire will be responsible for installing any required boxes or conduit needed for the proper installation of the fire alarm devices. 4. A complete test of all devices shall be completed prior to any inspections being conducted or scheduled with the local AHJ. 5. All engineering, permitting (up to $300), and inspection fees are included in this proposal. 6. DynaFire Inc. requires a minimum of at least 20 business days from the receipt of the signed approval to provide completed drawings and submittal packages for permitting purposes. 7. DynaFire Inc. will warranty all new parts and labor for a period of (1) year from the date of final acceptance by the local AHJ. 8. The proposal includes surge protection for the fire alarm system. Pricing (TurnKey): Base Fire Alarm System: $4,149.31 Casselberry I Largo I Jacksonville I Pompano I Melbourne EF20000528 I FL PE26483 I NICET IV 99907 1 FP 16481600012009 1 FPC 15-000057 Customer's Responsibilities: 1. To provide a complete conduit raceway with pull -string where required. DynaFire 2. To provide and install all backboxes, troughs and termination cabinets as required. DynaFire 3. To provide and install all required underground raceway's with pull -string. DynaFire 4. To provide and install any necessary fire caulking and/or fire sleeving. DynaFire 5. To install fire alarm panel back -boxes and any weatherproof back -boxes. DynaFire 6. To provide and terminate all 120 VAC circuits as required. N/A 7. To provide a common ground for all surge protection equipment. N/A 8.1 If a lift is required, customer to supply or a separate quote will be provided if desired. N/A 9. To provide electronic CAD files for the creation of engineered shop -drawings. 10. To provide copy of Building Permit(s), Recorded NOC(s) and current Schedule(s). 11. To obtain all Florida PE Seal documentation from the engineer of record as required by the "AHJ" for use of permitting. N/A DynaFire, Inc. will provide the following: Engineered Shop Drawings Y Taxes Y Product Data Submittals Y Labor for Installation Y Florida PE Seal N Programming Y Permitting Fees Y Functional Pre -Test Y Equipment/Wire/Materials Y Fire Inspector Test y Panel Back Boxes Y End User Training Y If customer desires to provide any of the options listed above, DynaFire will provide a credit or deduct. Casselberry I Largo I Jacksonville I Pompano I Melbourne EF20000528 I FL PE26483 I NICET IV 99907 1 171`16481600012009 I'FPC15-000057 Thank you for allowing DynaFire, Inc. to offer our products and services. Sincerely, DynaFire, Inc. Prepared By: Bob Seekamp Email: Bob.Seekamp@DynaFire.com Office: 407-637-8380 Cell: 407-754-7492 Signed: Date: 5/18/2017 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 I Melbourne EF20000528 I FL PE26483 I NICET IV 99907 1 FP16481600012009 I FPC15-000057 DATE: BUSINESS/PROJECT NAME: ADDRESS: CONTACT I CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: -407.688.5052 _ FAX: 407.688.5051 P ER IT NU R: ! W;lo zX11 Q s I " PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O ] ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FI IMPACT FEES APPLY: YES NO aa TOTAL FEES: '7K E s 109-B Concord Drive i I Casselberry, FL 32707 Y ET ( Alarm s Ilk f 407.830.6500 i /warm Monkor n; DynaFire.com 905 PERMIT EIRE ALARM SYSTEM DATE: July 21, 2017 PROJECT. Hoskins Investments CUSTOMER: Max Hoskins REPRESENTATIVE: Bob Seekamp PREPARED BY. David D. Ramos Casselberry I Largo I Jacksonville I Pompano I Melbourne EF20000528 I FL PE26483 I NICET N 99907 1 FP16481600012009 I FPC15-000057 SILENT KNIGI-TT FIRE SYSTEMS® FEATURES: Eight zones, 6 Style A (class B) and 2 Style D (class A). 8 Expander Zones are Style A (class B). Zones are interchangeable using the Model 7181 Zone Converter. UL, FM, MEA (BSA), CFM Listed and Approved. Event memory. Fuseless design can reduce service time. Field selectable, 12 or 24 VDC power supply. Six amp current output at 12 volts, five amps at 24 volts. Compatible with 2- and 4- wire smoke detectors as well as water flow and sounding devices. ANSI Cadence Pattern Output. Four programmable (Style Y) supervised signal circuits, including steady, pulse and temporal. Programmable smoke verification, pre -alarm delay, and cross -zoning can minimize false alarms. Four general purpose relays (Form C 24 volts at 2.5 amps resistive). Built-in approved digital communicator with UL required priorty reporting. Flexible programming capabiities including up/ downloading and use of remote annunciator. No desktop" programmer required.. Accu -Zone® diagnostics facilitate local and remote troubleshooting. Individual zone Walk Test. DESCRIPTION: The Model 5207 is an all -in -one fuseless local fire evacuation control panel and digital communicator designed for applications requiring manual fire alarm, automatic fire alarm and water flow for sprinkler system supervision. The basic unit offers fire alarm for one to eight zones, expandable to 16 with the optional 5210 expansion module. It is compatible with both two- and four -wire smoke detectors. Compact, easy to install and service, it delivers the features you'd expect to find in fire systems costing much more. During normal operation, the 5207 constantly checks smoke and other sensing devices for fire conditions. It also conducts system checks to determine if any troubles, 5207 or system problems, exist. If the 5207 encounters a fire or trouble condition, it sends a report to a central monitoring station (if applicable), and, typically, sounds an audible/visual warning in the local area. The 5207's microprocessor constantly runs programs to check inputs and carry out other routine functions. If the program ever stops running, a watchdog circuit will detect; it and reset microprocessors to resume normal operations. The Model 5207 conducts an automatic self -test every 24 hours—at a time you select—and sends a report to the central station (if applicable). Other features of the system include English-language remote annunciation simplifying "Step Programming" of custom options. Remote downloading of system configurations can eliminate the expense of sending out a service technician for reprogramming. Systemprovides a built-in fire drill procedure. The exclusive Accu -Zone® feature measures and displays zone voltages, so you can set up and test the system without separate testing equipment. Fuseless circuit board design eliminates one of the most likely causes for service calls. PROGRAMMING 5521 On-site programming is available through the optional Model 5521 Desktop Programmer or through any remote annunciator. Remote programming can be'accomplished through the use of 5521 programmer and 5530 modem, or through the use of an IBM or compatible personal computer and the Model 5541 Downloading Software (requires the Model 5530 Downloading Modem). More than 60 programmable options are available for customizing system configurations and end-user features, including zone type (fire, panic, tamper, sprinkler, water, heat, cold, local); zone options (pre - alarm delayed, smoke verification delayed, zone disable); and zone location descriptions. Programmable dialer options include total numberof reporting attempts, Touch - Tone® or rotary dialing, one or two telephone lines. Several time delayfeatures, including numberof seconds to alarm in pre -alarm, smoke delay conditions, number of hours before loss of AC hours report, and 24-hour test time, can be programmed. ZONE EXPANSION The optional Model 5210 Zone Expander doubles the number of zones available to the 5207 from 8 to 16. The 5210 adds eight additional style A (class B) zones to the 5207, enabling use of both two- and four -wire smoke detectors. Voltage Ranges: Using 24-VDC power: 17.8-27.4 VDC Using 12-VDC power: 8.5-11.8 VDC. 5210 ANNUNCIATION The 5207 includes an annunciator inside the cabinet. Its six LEDs (for alarm, trouble, silenced, AC/low battery, event memory, time set/reporting) are visible without opening the cabinet. The annunciator allows for easy operation of all functions. It features dual seven -segment display and 14 uniquely assigned function keys. Keys are: ENTER, CLEAR, SILENCE, SHUNT and 0-9 used forALARM RESET, CLEAR ALARM MEMORY, DIALER RESET, REQUEST DOWNLOAD, DISPLAY MEMORY, TEST,, DISPLAY TROUBLES, SET DATE and SET TIME. Remote annunciation is available through the Model 5230. This four -wire, 16 -zone remote annunciator is easy to operate. Its fourteen function keys can perform the same operations as the main system annunciator, including silencing, resetting, and displaying of alarms, troubles and alarm memory. Use of access codes prevents unwanted tampering. In addition the Model 5230 can be used to program all programmable options for both the local control and digital communicator. Features include LCD display, backlighting, English- language annunciation. Up to seven 5230s can be attached to one 5207. Standby currentdraw per 5230 is 60 mA, alarm current is 120 mA. 5230 COMM U NICATIONS/REPORTING The 5207 is equipped with a UL listed digital dialer which has the ability to seize the telephone line(s) to report alarms and troubles to a central station. It can supervise the telephone lines and activate a trouble- alertif a line failure is sustained for 45 seconds or longer. Other communications/reporting features include: Built- in ring. detector; re -try if communication failed; fail -to communicate output; one or two phone lines option; up to four phone number capability (plus computer phone for downloading); Touch -Tone® and rotary compatible. The 5,207 is compatible with all major reporting formats including SIA (security industry standard), SK, FSK, SK 4/2, Radionics BFSK. Format selectable by account number. SPECIFICATIONS ELECTRICAL SPECIFICATIONS: Primary AC: 120 VRMS at 60 HZ, 2A Total Accessory Load: 5A at 24 VDC 6A at 12 VDC INDICATOR LIGHTS: AC/DC POWER (Green) - On when system is running on AC power; flashes when using DC. ALARM (Red) - On for supervisory alarm; flashes for fire alarm. TROUBLE (Yellow)- On when trouble condition exists. SILENCED (Yellow) - On when alarm or trouble has been silenced but not yet cleared. EVENT MEMORY (Yellow) - On when an alarm condition has been reset. SET MODE/REPORT (Yellow) - On when system is in test or program mode, including Date/Time set mode. Flashes when system is reporting. MECHANICAL SPECIFICATIONS: Dimensions: 16 in. W x 26.4 in. H x 4 in. D 40.6cm W x 67cm H x 10.2cm D) Weight: 25 lbs. (11.4 kg.) Color: Red TELEPHONE REQUIREMENTS: FCC Registration No.: AC6USA-65475-AL-E Type of Jack: RJ31X (2 required) APPROVALS: UL Listed FM Approved CFM Approved New York City MEA (formerly BSA) NFPA - Central Station Reporting Local Protective Signaling System City Box Polarity Reversal Proprietary Protective Signaling System OPTIONAL ACCESSORIES Model 4180 Status Display Module Provides 16 outputs to give alarm and trouble conditions by zone. Two units can be connected to annunciate all 16 zones on a 5207 control. Can be used to drive LED or graphic annunciators. "(Non -supervised) i Model 7181 Fire Zone Convertor Converts Style A zones to Style D and vice versa. j vAya` 1 ' a 5220 Direct Connect Module Used for City Box and polarity reversing direct wire applications. 5530 Downloading Modem SIA format modem for remote programming of 5207 5541 Downloading Software For remote programming with IBM PC and compatible computers. Can be used with 5207. Requires 5530 modem. Software/modem package may be ordered as a 5561. 5260 Printer Interface Allows connection of a standard computer printer to provide a printed record of 5207 system activity. Simple plug-in connection. (Printer not supplied.) ARCHITECT/ENGINEER SPECIFICATIONS The contractor shall provide a complete electrically supervised fire alarm and communications system. The system shall contain a fire alarm control/communicator and panel to supervise and operate heat and smoke detection devices, alarm signal devices, visual annunciators and an integral digital communicator to transmit fire alarm and supervisory signals to a central station. The control/communicator shall be UL Listed or FM approved for use under NFPA 71, 72A, 7213, 72C and 72D standards. It shall provide power and control for eightsupervised detection zones, foursupervised alarm signal circuits and a dual digital communicator. The control/ communicator shall be expandable to sixteen supervised detection zones and shall be able to communicate to a central station in SIA, SK FSK1, SK 4/2 or Radionics BFSK formats. The control/communicator shall be Model 5207 or approved equal. There shall be two Style D and six Style A detection zones. They shall accommodate heat detectors, products of combustion detectors, manual pull stations, sprinkler flow switches :and gate valve supervisory switches intermixed as desired and permitted by NFPA 71, 72A, 7213, 72C, and 72D. Products of combustion detection may be either two- or four - wire and shall be cross listed by ULfor use on the system. The detection zones shall be programmed to (1) be cross zoned so that two individual zones must sense products of combustion, 2) automatically reset a detector to verify that smoke exists, 3) see a single detector in alarm—before the alarm is sounded and a signal is transmitted to the central station. There shall be four 1 amp supervised (Style Y) alarm signal circuits. They shall cause the bells/homs to ring steady/ pulsing/temporal throughout the premises until reset or silenced. Two 1 amp outputs can;be combined to provide one 2 amp output. The control shall be equipped with four auxiliary relays that shall be programmed to operate on (1) pre -alarm, (2) tamper alarm, (3) special alarm, (4) fire alarm, (5) trouble, (6) no - silence, (7) alarm by specific zone (1-1.6). The relays shall remain energized until the panel is silence reset or the trouble condition is cleared, unless "no -silence" is selected. The control/communicator shall have an integral annunciator to indicate sequentially zones in alarm, zones in trouble, and system functions. LEDs shall augment the display to make clear to an operator the system status. An integral touchpad shall be provided to operate, set up, and interrogate the system.: Vital operations such as alarm silencing or reset shall be simple and obvious to an operator. Authorization pass codes may or may not be used. The control/communicator shall have the capability to supervise two telephone lines, seize the phone line, and send the alarm signal on one or, both lines without the addition of anymore equipment. It shall sound a local trouble signal if the telephone service is interrupted for longer that 45 seconds and it shall transmit'asignal indicating the loss of phone line service to the central station over the remaining phone line. A signal shall also be'transmitted indicating the restoral of phone service. The control/communicator shall be able to report the loss of either phone line without regard to which phone line failed first. If both lines fail, a local signal shall sound. The control/communicator shall have the ability to send a test signal to the central station every 24 hours. The test signal shall be,able to be transmitted ata specific time of day or night by setting a program within the panel. The alarm signals transmitted to the central station shall indicate which of the eight zones is in alarm and which zones are in trouble, depending on which format is used. Restoral from alarm or trouble shall also be transmitted by zone. The control/communicator shall be capable of communicating to Silent Knight, Radionics or Ademco central station receivers. a fa"vf n 1f f... ..4 a 501a b111 4b{ -f - c;r i S M AND CA3rrk HrL 755: oa- 1. V ,_ . - Pan WL, MODEL 5207 BLOCK DIAGRAM - TYPICAL INSTALLATION SILENT 7750 Meridian Circle, Maple Grove, MN 55369-4927 MADE INSILlel11-800-446-6444 or in Minnesota (612) 493-6435 AMERICAKNIGHTFAX: (612)493-6475 Form #150376 (Rev 9196) FIRE SYSTEMS® Models Available Two -Wire Models _ 2W -B 2 -wire standard 2WT-B 2 -wire standard with thermal Four -Wire Models 4W -8 4 -wire standard 4WT-6 4 -wire standard with thermal Accessories 2W-MOD2 2 -wire loop test/ maintenance module , SENS-RDR Sensitivity reader RT Removal/.replacement tool A77-AB2 Retrofit, adapter bracket IgKRi r i 9 Product Overview I Plug-in detector line = mounting base System Sensor's 13-.. series smoke detectors represent, a significant advancement in includedconventional detection. The i3 family is founded on three principles: Installation ease, Intelligence, and Instant inspection, Large wire entry port l p g design: Inline terminals with SEMS screws Installation ease. The i3 line redefines installation ease with its lu m This allows an installer to pre -.wire, the bases included with the heads. The large Mounts to octagonal and single -gang wire entry port and in=line terminals provide ample room for neatly routing the backboxes, 4 -square backboxes, or wiring inside` the base. The base accommodates a variety of back box mount - direct o ceiling ing methods as well as -direct mounting with drywall anchors. To complete the installation, i3 heads plug-in to the base with a simple Stop -Dr -op 'N Lock Stop -Drop 'N Lock"" attachment to base action. Removable detector cover and, chamber Intelligence. 13 detectors, offer a number of .intelligent features to simplify, for easy cleaning testing and maintenance. Drift compensation and smoothing algorithms are standard with the P line, to minimize',nuisance alarm's.. When connected to the Built-in remote maintenance signaling 2W-MOD2 loop test/maintenance module, or a panel equipped with the i3 protocol, 2 -wire i3 detectors are capable of generating a remote maintenance Drift compensation and smoothing signal when they are in need of cleaning. This signal is indicated via an LED algorithms located at the module and the panel. To read the sensitivity of i3 detectors, the SENS-RDR is a wireless device that displays the sensitivity in terms of percentSimplifiedsensitivitymeasurementperfootobscuration: i l Wide angle, dual color LED indicationinstant inspection. The i3 series.provides wide angle red and green LED indica Loop testing via EZ Walk feature tors for instant inspection of the detector condition, indicating: normal standby, out -of -sensitivity, alarm, or freeze trouble conditions. When .connected to the Built-in.,test switch 2W-MOD2 loop test/maintenance module ora panel.with'the 13 protocol, the EZ Walk loop test feature is available on 2 -wire i3 detectors; This feature V" verifies the initiating loop wiring by providing LED status indication at each MEA MSFM detector. LISTED approved .approved l 5911 3011446 7272-1209:210 290-01-E .2093 Architect/Engineer Specifications Smoke detector shall be a System Sensor i3 Series model number , listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems. The detector shall be a photoelectric type (model 2W -B, 4W -B) or a combination photoelectric/ thermal (model 2WT-B, 4WT-B) with ther- mal sensor rated at 135°F (57.2°C). The detector shall include a mounting base for mounting to 31h -inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes Electrical Specifications with a plaster ring, or direct mount to the ceiling using drywall anchors. Wiring con- nections shall be made by means of SEMS screws. The detector shall allow pre -wiring of the base and the head shall be a plug- in type. The detector shall have a nomi- nal sensitivity of 2.5 per foot nominal as measured in the UL smoke box. The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms. The detector shall provide dual color LED indication which blinks to indicate power up, normal standby, out of sensitivity, alarm, and freeze trouble (model 2WT-B, 4WT-B) conditions. When used in conjunc- tion with the 2W-MOD2 module, 2 -wire models shall include a maintenance signal to indicate the need for maintenance at the alarm control panel, and shall provide a loop testing capability to verify the circuit without testing each _detector individually. Operating Voltage Standby Current Peak Standby Current Nominal: 12/24V non -polarized 2 -wire: 50 VA maximum average 2 -wire: 100 NA Min.: 8.5V 4 -wire,: 50 uA maximum average 4 -wirer n/a Max.: 35V Maximum Alarm Current Alarm Contact Ratings Physical Specifications Operating Temperature Range Sensitivity Mounting Maximum Ripple Voltage 2.5%/ft. nominal 2 -wire: 130 mA limited by control panel 2 -wire: n/a 30% peak to peak of applied voltage 4 -wire: 20 mA @12V, 23mA @ 24V 4 -wire: 0.5 A @ 30V AC/DC LED Modes Yes 4 -wire 20 mA @ 12V, 23mA @ 24V Power Up Sequence for LED Indication LED Mode Green LED Red LED Condition Duration Power up Blink every 10 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal (standby) Blink every 5 seconds off 2.0 inches (51 mm) height Out of sensitivity off Blink every 5 seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Physical Specifications Operating Temperature Range Sensitivity Mounting 2W -B and 4W -B: 32°F -120°F (0°C -49°C) 2.5%/ft. nominal 3/ -inch octagonal back box 2WT-B and 4WT-B: 32°F -100°F (0°C -37.8°C) No 4 -wire 20 mA @ 12V, 23mA @ 24V 4 -inch octagonal back box Yes 4 -wire 20 mA @ 12V, 23mA @ 24V Input Terminals Single gang back box Operating Humidity Range 14-22 AWG 4 -inch square back box,with a plaster ring 0 to 95% RH non -condensing Dimensions (including base) Direct mount to ceiling Thermal Sensor 5.3 inches (127 mm) diameter 135°F (57.2°C) fixed 2.0 inches (51 mm) height Freeze Trouble Weight 2WT-B and 4WT-B only: 41°F (5°C) 6.3 oz. (178 grams) Ordering Information Model Thermal Wiring I Alarm Current 2W -B No 2 -wire 130 mA max. limited by control panel 2WT-B Yes 2 -wire 130 mA max. limited by control panel 4W -B No 4 -wire 20 mA @ 12V, 23mA @ 24V 4WT-B Yes 4 -wire 20 mA @ 12V, 23mA @ 24V Model Description 2W-MOD2 2 -wire loop test / maintenance module SENS-RDR Sensitivity reader RT Removal / replacement tool A77-AB2 Retrofit adapter bracket, 6.6 in. (16.76cm) diameter Sensor Sales and Service System Sensor Headquarters 3825 Ohio Avenue St. Charles, IL 60174 Ph: 800/SENSOR2 Fx: 630/377-6495 www.systemsensor.com System Sensor Canada Ph: 905.812.0767 Fx: 905.812.0771 System Sensor Europe Ph: 44.1403.891920 Fx: 44.1403.891921 System Sensor In China Ph: 86.29.8832.0119 Fx: 86.29.8832.5110 System Sensor In Singapore Ph: 65.6273.2230 Fx: 65.6273.2610 2004 System Sensor. The company reserves the right to change product specifications without notice. System Sensor — Far East Ph: 85.22.191.9003 Fx: 85.22.736.6580 System Sensor — Australia Ph: 613.54.281.142 Fx: 613.54.281.172 System Sensor — India Ph: 91.124.637.1770 x.2700 Fx: 91.124.637.3118 System Sensor — Russia Ph: 70.95.937.7982 Fx: 70.95.937.7983 A05-0318-005-6/04-#1280 5600 Serames Mechanical Hea Detectors System Sensor's 5600 series mechanical heat detectors offer a low-cost means for property protection against fire, and for non -life -safety installations where smoke detectors are inappropriate. Features Multiple configurations for installations: Single- and dual -circuit models Fixed temp and combination fixed- temp/rate-of-rise 135°F or 194°F ratings. Plain housing for residential installations (Model 5601P) Easy-to-use terminal screws A broad range of back box mounting options: Single gang 3.5"and 4" Octagonal 4 -square with square to round plaster ring Reversible mounting bracket Agency Listings O 52101 3016008 GS630 7270-1653:0167 LISTED APPROVED Multiple configurations. The 5600 series offers a full -line of configurations to accommodate a broad range of applications. Both single- and dual -circuit models are available for low- and high- temperature`.,ratings with either fixed temperature or combination fixed temperature/rate-of-rise (ROR) activation. The ROR element of the fixed/ROR models is restorable to -accommodate field-testing. Installation flexibility. To satisfy a variety of installation needs, the 5600 series easily mounts to single -gang and octagonal back boxes. And these models accommodate four-square back boxes, when used with a square to round plaster ring. The reversible mounting bracket permits both flush- and surface -mount back box installations. Visual identification. The 5600 series provides clear markings on the exterior of the unit to ensure that the proper detector is being used. Alphanumeric characters identify the activation method, as well as the temperature rating, in Fahrenheit and Celsius degrees. Fixed temperature models are identified FX, while combination fixed/ rate -of -rise units are marked FX/ROR.. The 5600 series also provides a post -activation indicator in the form of a collector. When the detector is activated, the collector drops from the unit, making it easy to identify the unit in alarm. 1 r Specifications Mechanical heat detector shall be a System Sensor 5600 series model number listed to Underwriters Laboratories UL 521 for Heat Detectors for Fire Protective Signaling Systems. The detector shall be either a single -circuit or a dual -circuit type, normally open. The detector shall be rated for activation at either 135°F (57°C) or 194oF (900C), and shall activate by means of a fixed temperature thermal sensor, or a combination fixed temperature/rate-of-rise thermal sensor. The rate -of -rise element shall be activated by a rapid rise in temperature, approximately 15oF (8.3°C) per minute. The detector shall include a reversible mounting bracket for mounting to 31/2 -inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes with a square to round plaster ring. Wiring connections shall be made by means of SEMS screws that shall accommodate 14-22AWG wire. The detector shall contain alphanumeric markings on the exterior of the housing to identify its temperature rating and activation method. The rate -of -rise element of combination fixed temperature/rate-of-rise models shall be restorable, to allow for field-testing. The detectors shall include an external collector that shall drop upon activation to identify the unit in alarm. Maximum Installation Temperature 5601P, 5603, 5621, and 5623: 100°F (38°C) ` Lettering 5602, 5604, 5622, and 5624: 150oF (65.6°C) Operating Humidity Range 5 to 95% RH non -condensing Dimensions with mounting bracket Diameter: 4.57 inches (11.6cm) Lettering Height: 1.69 inches (4.3cm)_, Alarm Temperature 5601 P; 5603, 5621, and 5623:.,135'F (57°C) 5604 5602, 5604, 5622, and 5624:194°F (90°C) Weight 6 oz. (170 grams) Rate -of -Rise Threshold 15°F (8.3°C) rise per minute (models 5601 P, 5602, 5621, and 5622 only) Mounting 31/2 -inch octagonal back box Lettering 4 -inch octagonal back box Fixed Temperature/ Rate -of -Rise Single gang back box 5622 4 -inch square back box with a square to round plaster ring Operating Voltage / Contact 6-125VAC / 3A Ratings 6-28VDC / 1A 125VDC / 0.3A 25OVDC / 0.1 A Input Terminals 14-22 AWG 5601 P Ordering Information . 5602,S622 5603, 5623 V D 5604,S624 D 5621 50 feet x 50 feet (15.24m x 15.2m) bbu2 single Lettering 194"r (91J"G) rIXecl Temperature J mate-OT-Hise bu feet x bU feet (1b.24m x l 0.2n1) 5603 Single Lettering 135°F (57°C) Fixed Temperature,, 25 feet x 25 feet (7.62m x 7.62m) 5604 Single Lettering 194°F (90°C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5621 Dual Lettering 135°F (57°C) Fixed Temperature/ Rate -of -Rise 50 feet x 50 feet (15.24m x 15.2m) 5622 Dual Lettering 194°F (90°C) Fixed Temperature`/ Rate -of -Rise 50 feet x 50 feet (15.24m x 15.2m) 5623 Dual Lettering 135°F (57°C) Fixed. Temperature 25 feet x 25 feet.(7.62m x 7.62m) 5624 Dual Lettering 194°F (90°C) Fixed Temperature NOTE: Refer to NFPA72 guidelines for spacing reductions when ceiling heights exceed 10 feet. 25 feet x 25 feet (7.62m x 7.62m) STEM SO. 3825 Ohio Avenue • St. Charles, IL 60174 Phone: 800-SENSOR2 • Fax: 630-377-6495 www.systemsensor.com 2013 System Sensor. Product specifications subject to change without notice. Visit systemsensor.com for current product information, including the latest version of this data sheet. SPDS30001 • 7/13 Wheelock and Horn Strobes Description The Wheelock HS horn and horn strobe appliances are ideal choices for retrofit applications as well as new installations. The HS/HS4 satisfy virtually all requirements for indoor, wall and ceiling mount applications. The HS horns include a selectable continuous horn tone or temporal pattern (Code 3) with three selectable dBA settings for each tone. Strobe options include the Wheelock patented MCW Multi -'Candela strobe with field selectable candela settings of 15/30/75/110cd or 135/185cd for wall mount and 15/30/75/95cd or 115/177cd for ceiling mount. The HS4 horn and strobe inputs are electrically isolated to allow for independent operation of the strobe circuit and the horn circuit. The horn and strobe may also -be wired in parallel to operate on a single circuit. These versatile horn and horn strobe appliances may be synchronized using Wheelock DSM Sync Modules, Wheelock Power Supplies or other manufacturers panels incorporating the Wheelock Patented Sync Protocol. All models are designed for maximum performance, reliability and cost-effectiveness while meeting or exceeding the latest requirements of NFPA 72/ANSI 117.1/UFC and UL Standards 1971 and 464 as well as meeting ADA requirements concerning photosensitive epilepsy. s s i f i i Description The Wheelock HS horn and horn strobe appliances are ideal choices for retrofit applications as well as new installations. The HS/HS4 satisfy virtually all requirements for indoor, wall and ceiling mount applications. The HS horns include a selectable continuous horn tone or temporal pattern (Code 3) with three selectable dBA settings for each tone. Strobe options include the Wheelock patented MCW Multi -'Candela strobe with field selectable candela settings of 15/30/75/110cd or 135/185cd for wall mount and 15/30/75/95cd or 115/177cd for ceiling mount. The HS4 horn and strobe inputs are electrically isolated to allow for independent operation of the strobe circuit and the horn circuit. The horn and strobe may also -be wired in parallel to operate on a single circuit. These versatile horn and horn strobe appliances may be synchronized using Wheelock DSM Sync Modules, Wheelock Power Supplies or other manufacturers panels incorporating the Wheelock Patented Sync Protocol. All models are designed for maximum performance, reliability and cost-effectiveness while meeting or exceeding the latest requirements of NFPA 72/ANSI 117.1/UFC and UL Standards 1971 and 464 as well as meeting ADA requirements concerning photosensitive epilepsy. w ..,__ - j Technical Data TD450042EN Effective July 2016 Features Approvals include: UL Standard 1971, UL Standard 464, New York City MEA), California State Fire Marshal (CSFM) and Factory Mutual (FM). See approvals by model in Specifications and Ordering Information ADA/NFPA/UFC/ANSI compliant Complies with OSHA 29, Part 1910.165 Field Selectable Candela Settings: Wall Mount 15/30/75/110cd or 35/185cd (Multi -Candela models) and Ceiling Mount 15/30/75/95cd or115/177cd Selectable Continuous Horn or Temporal (Code 3 3 Selectable dBA settings of 90/95/99 dBA in both tone 4 -Wire Horn Strobe Appliance allows for separate operation of the horn and strobe circuit 24 VDC models with 16 to 33 VDC UL "Regulated Voltage" using filtered DC or unfiltered VRMS input voltage Wall mount flush to standard 4 -inch square or double -gang boxes or sur- face mount to 106 backbox Synchronize using the Wheelock Sync Modules or panels with built-in sync protocol Wheelock Patented Sync Protocol Fast installation with IN/OUT screw terminals using #12 to #18 AWG wires Note:All CAUTIONS and WARNINGS are identified by the symbol A. All warnings are printed in bold capital letters. A WARNING PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING, SPECIFYING OR APPLYING THIS PRODUCT. VISIT WWW.EATON.COM/MASSNOTIFICATION OR CONTACT EATON FOR THE CURRENT INSTALLATION INSTRUCTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS, CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OROPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE, AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. 2 EATON www.eaton.com Wheelock HS Horn and Horn Strobes Drawings Figure 1. HS4 Horn Strobe - Front & Side Views - OOt O D 00 Tome .va ma oo xor nwn - Figure 2. HS Horn- Front & Side Views General Notes Strobes are designed to flash at 1 flash per second minimum over their Regulated Voltage Range." Note that NFPA-72 specifies a flash rate of 1 to 2 flashes per second and ADA Guidelines specify a flash rate of 1 to 3 flashes per second. All candela ratings represent minimum effective Strobe intensity based on UL 1971. Wheelock HS Horn and Horn Strobes Table 1. Maximum RMS Current ULIULC Max Current a 24 VDC Technical Data TD450042EN Effective July 2016 Regulated Voltage Model Range VDC 75 30 75 95 110 115 135 177 185 HS-24MCC 16.0-33.0 0.065 0.105 0.189 0.249 HS-24MCCH, 16.0-33.0 0.300 0.420 HS4-24MCW 16.0-33.0 0.060 0.092 0.165 0.220 HS4-24MCWH 16.0-33,0 0.300 0.420 Table 2. dBA Ratings & Current for Horn Reverberant dBA at Anechoic dBA loft per UL 464 at loft Description Volume (24 VDC) (24 VDC) Continuous Horn . High 91 99 Med 88 95 Audible Current HSIHS4 High (99) dBA Med (95) dBA tow (90) dBA 24 VDC 0.098 0.052 0.024 UL Max 0.110 0.068 0.027 Low 83 90 Code 3 Horn High ` 87 99 Med 84 95 Low 79 90 Table 4. Specifications Physical Material Red or white textured UV stabilized, colored impregnated engineered plastic. Exceeds 94V-0 UL flammability rating. Weight HS Strobe: 0.66 lbs. (.03 kg) Lens GE Lexan 943A Dimensions HS Horn: 5.13" W x 5.13" H x 3.15"D; HS strobe: 5.13" W x 5.13" H x 5.24"D Operating Temperature Indoor: 33.8°F to 120.2°F (0°C to 49°C)'and maximum humidity of 93% Wire Connections #12 through #18 AWG Power & General Operating voltage 25/70 VRMS Strobe Output Rating UL 1971 Strobe FlashRateStrobes are designed to flash at 1 flash per second Synchronization Models Strobes can be synchronized with Wheelock's DSM Sync Modules, Power Supplies or SAFEPATH products, using Wheelock patented sync protocol . a RMS current ratings are per UL maximum RMS method. UL max current rating is the maximum RMS current within the listed voltage range (16-33v for 24v units). For strobes the UL max current is usually at the minimum listed voltage (16v for 24v units). For audibles the max current is usually at the maximum listed voltage (33v for 24v units). For unfiltered FWR ratings, see installation instructions. EATON www.eaton.com 3 e Technical Data TD450042EN Wheelock HS Horns and Horn Strobes Effective `July 2016 Table 3. Specification & Ordering Information Model Order # Color Strobe Candela Mounting Options b Agency UL ApprovalsAr CSFM FM HS4-24MCW-FR 3150 Red 15/30/75/110 D,E,FL,M,O,PR X X X X HS4-24MCW-FW 3151 White 15/30/75/110 D,E,FL,M,O,PR X X X X HS4-121575W-FR 3177 Red 15 (75 on Axis) D,E,FL,M,O,PR X X X X HS4-24MCWH-FR 3132 Red 135/185 D,E,FL,M,O,PR X X X HS4-24MCWH-FW 3148 White 135/185 D,E,FL,M,O,PR X X X HS -24-R 3152 Red D,E,FL,M,O,PR X X X X HS -24-W 3153 White D,E,FL,M,O,PR X X X X HS4-24MCC-FR 6264 Red 15/30/75/95 D,E,FL,M,O,PR X X X X HS4-24MCC-FW 6250 White 15/30/75/95 D,E,FL,M,O,PR X X X X HS4-24MCCH-FR 6228 Red 115/177 D,E,FL,M,O,PR X X X X HS4-24MCCH-FW 6225 White 115/177 D,E,FL,M,O,PR X X X X D,E,F,L,M,O,PR X X X X Architects and Engineers Specification The audible/visual notification appliance shall be Wheelock Series HS4 Horn Strobe and HS Horn Appliances or approved'equals. The Series HS4 and HS appliance shall meet ad be listed for LIL Standard 1971 (Emergency Devices for the Hearing -Impaired for Indoor Fire Protection Service) and Standard 464 (Fire Protective Signaling). The horn strobe shall be listed for indoor use and shall meetthe requirement of FCC Part 15 Class B. All inputs shall be compatible with standard reverse polarity supervision of circuit wiring by the Fire Alarm Control Panel (FACK The HS Horn and the audible portion of the HS4 appliance shall have a minimum of three (3) field selectable setting for dBA levels and shall have a choice of continuous or temporal (Code 3) audible outputs. The strobe portion of the appliance shall produce a flash rate of one (1) flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan ® lens. The Series HS4 shall be of low current design. Where wall mount, Multi -Candela appliances are specified, the strobe intensity shall have field selectable settings and shall be rated per LIL Standard 1971 for: 15/30/75/110cd or 135/185cd. The selector switch for selecting the candela setting shall be tamper resistant. b For information on mounting options, refer to specification sheet.TD450028EN. The 1575 candela strobe shall be specified when 15 candela LIL Standard 1971 Listing with 75 candela on -axis is required. Where ceiling mount, multi - candela appliances are specified, the strobe intensity shall have field select- able settings and shall be rated per LIL standard 1971 for 15/30/75/95cd or 115/177cd. . When synchronization is required, the appliance shall be compatible with Wheelock DSM Sync Modules, Wheelock Power Supplies or other manu- facturers panels incorporating the Wheelock Patented Sync Protocol. The strobes shall not drift out of synchronization at any time during operation. If the sync module or Power Supply fails to operate, (i.e., contacts remain closed), the strobes shall revert to a non -synchronized flash -rate. All notification appliances shall be backward compatible. UL, MEA, CSFM, FM Note: Due to continuous development of our products, specifications and offerings are subject to change without notice in accordance with Cooper Wheelock Inc., dba Eaton standard terms and conditions. WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3 YEAR WARRANTY Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com Eaton Life safety & mass notification solutions 273 BranchportAve. Long Branch, NJ 07740 www.eaton.com/massnotification 2016 Eaton All Rights Reserved Eaton is a registered trademark. Printed in USA Publication No. TD450042EN All other trademarks are property Powering Business Worldwide July 2016 of their respective owners. CABLE SPECIFICATIONS DESCRIPTION CONDUCTOR INSULATION COLOR CODE SHIELD DRAIN WIRE. JACKET JACKET COLOR MARKING INI OVERALL DIAMETER CABLE WEIGHT 1''' CAPACITANCE IMPEDANCE DC SMARTWIRE,-- T E C H 1_ O G Y 16 AWG 2 Conductor Bare Copper, Non -Shielded Plenum Fire Alarm, UL C(UL) CMP or FPLP UL 16 (Solid Bare Copper) Low -Smoke PVC .010" Black/Red ' N/A N/A ; Low -Smoke PVC .018" Red Jacket FIRE/LIF E,;SAFE7y1NCONTRC ABLE INIT,,% IND. DEVICE /ZONE A B C D E 0 1 2 3 4 5 6 7 8 9 16 8WNm C(UU)CM ORFFLP UL ROkADE IN k H SA pf26 pF/Ft. Nom. 2`O7hms/Mft. 4.10 Ohms/Mft @ 20 deg. C SMARTWIRE- T E C H N 0 L CABLE SPECIFICATIONS DESCRIPTION 12 AWG 2 Conductor Bare Copper, Non -Shielded Plenum Fire Alarm, UL C(UL) CL3P or FPLP UL CONDUCTOR 12 (Solid Bare Copper) INSULATION Low -Smoke PVC .010" 7 COLOR CODE Black/Red SHIELD N/A DRAIN WIRE N/A JACKET Low -Smoke PVC .018"' JACKET COLOR Red Jacket Kiq MARKING FIRE/LIFE ,,5AFE*'4C 0 N T R C C A B LE IN IND. DEVICE/ NEAB C D E 0 1 2 3 4 5 6 7 8 9 12AWG btC(UL),CL3P 0R__FPLP UL S N THE A USAI OVERALL DIAMETER .2 8NUM,. T, FE -A TCABLEWEI 53 Lbs/Mft. CAPACITANCE pF/Ft. Nom. DC TEMPERAI INDUSTF AGEI kit-SISTAN"CE 1.62 Ohm§/Mft @ 20 deg. C r L 109-B Concord Drive DYNAFIRE 'D Y N A//' Casselberry, FL 32707 407.830.6500 A!rrn ott cczrt3 DynaFire.com POWER OF A.T'T'®MVY DATE: October 17, 2017 C';hereby, nalzie and, appoint .lessie Boucher of DyriaFire I.nc: to lie my I vEiil; Attorney rn ctfatc act for me and to apply/pick up in the y of Sa+nford: fora FIRE LARA4 per fnr work to be performed in the City of -A'nfc ird for the location(s) described as: ALL PERMITS And also sign my name and do all things necessary to this appointment. Steven.;... Hatch - President EF200IQQ528 State. Florida County of Seminole The foregoing instrument was acknowledged before me this 17th day of ®_ etober, 2017, By Steven Hatch, who is personally known to me or has proddced As identification and who did or did not take an oath. sEaL:, 11 OPE;- 23 July 11,2021 Casselberry I Largo I Jacksonville I ompano I Melbourne EF20000528 I FL PE26483 I NICET IV 99907 1 nP164816000120091 FPC 15-000057