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HomeMy WebLinkAbout2670 Orlando Dr 18-3995; INTERIOR TENANT IMPROVEMENTCITY OF 1 1 f 9 S________0RD d/V Building &Fire Prevention Division PERMI T`APPLICATcION FIRE DEPARTMENT Application No: a - 3 J roo'C7 c-4 C f ftnMT"'_' Documented Construction Value: S 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: Yes[]NoF] Parcel ID: 01-20-30-504-2200-0010 ResidentialElCommercial / Type of Work: Newo Addition AlterationD Repair Demo Change of Use Move Description of Work: Interior Tenant Improvement Plan Review Contact Person: Bill Aekal Phone: 337-988-5271 Fax: 337-988-5272 Title• Architect Email: bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Street: 2000 N Orange Ave, Orlando, FL, 32804 City, State Zip: Orlando, FL 32804 Name Brian Ehlers Construction Phone: Resident of property? : Contractor Information Street: 2801 SE 1 st Avenue, Suite 402 Phone: 352-861-4333 Fax: 352-861-4377 City, State Zip: Ocala, FL 34471 State License No.: GC C052066 Architect/ Engineer Information Name: Ackal Architects, APC Phone: 337-988-5271 Street: 105 Chapel Drive Fax: 337-988-5272 City, St, Zip: Lafayette, LA 70506 E-mail: bill@ackalarchitects.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. 1 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. 1 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 dale: 61 Edition (2017) Florida Building Code Rcvised: January I, 2016 15 1612 6N" Pcrmit 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 1CC 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. OW = 'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dfi9k in compliance with all applicable laws regulating construction and zoning. I141It) til H((5 00ROIMK S. WARD MYCOMMISSM V G012M EGIM:October 3. 2 1 Z1z 'L ' 9/Slii3 Signature of Contractor/Agart Datc E r IOL41 E 41 e-r^.I Print Contrwor/Agent's Name Signature of No -State of Florid& FtklSANDRA L MOMANN My COMMISSION A FF960322 ExF4RES February 14. 2020 UwnertAgent is Personally Known to Me or Contractor gent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© rlectricalcl---Mechanical Plumbing as Roof Construction Type:_ e2 Occupancy Use: f0kr: tve,rJ Flood Zone: Fk0,si /v Total Sq Ft of idg: // ys' S . Occupancy Load: 1%2-7 # of Stories: 1VC c.s NC - New Construction: Electric - # of Amps i vo Plumbing - # of Fixtures O Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1.201E Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ayd a01 I hereby name and appoint: `'tip ICJe an agent of: TAa C Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 16 The specific permit and application for work located at: Of- Icu,do Ir-. SAr'yrd, Street Address) Expiration Date for This Limited Power of Attorney: -V r 3 l" soyA License Holder Name: T State License Number: Signature of License H STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of 2049 , by CAjy,.&i who is jtCp-e onally own to me or o who has produced as identification and who did (did not) take an oath. Signature Notary Seal) SANDRA L WIDMANN MY COMMISSION 0 FF960322 EXPIRES February 14, 2020 or a9'so,sa nodawot. .aom Rev. 08.12) d,- 2 L. 0i'dxn"n Print or type name Notary Public - State of Rorl'd%..- Commission No. FF9(P032-a- My Commission Expires: a -I -20o-0 Va k X CITY OF S.ORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION Application No: I. 31;9s Documented Construction Value: S 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: Yes No Parcel ID: 01-20-30-504-2200-0010 Residential Commercial / Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Interior Tenant Improvement r.-r,rm — I Plan Review Contact Person: Bill Ackal Title:Architect Phone: 337-988-5271 Fax: 337-988-5272 Email: bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Street: 2000 N Orange Ave, Orlando, FL, 32804 City, State Zip: Orlando, FL 32804 Name Brian Ehlers Construction Phone: Resident of property? Contractor Information Street: 2801 SE 1 st Avenue, Suite 402 City, State Zip: Ocala, FL 34471 Name: Ackal Architects, APC Street: 105 Chapel Drive Phone: 352-861-4333 Fax: 352-861-4377 State License No.: GC C052066 Architect/Engineer Information City, St, Zip: Lafayette, LA 70506 Bonding Company: Address: Phone: 337-988-5271 Fax: 337-988-5272 E-mail: bill@ackalarchitects.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, plumbirig, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6111 Edition (2017) Florida Building Code Rcvised: January 1. 7018 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. OW M 'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dti# in compliance with all applicable laws regulating construction and zoning. 1 zItkklkt) 1IIM.c1w INIAr i t_ 93( 4 L(8 OOR 7W&WNW MYOOINIY MONf GG 12M EVIRES.October 3. 2021 Owner/Agent is Personally Known to Me or Produced ID Type of ID MI 410111 Signature of Contractor/Agent Date B r I eLm FAA e-1i Print Contractor/Agent's Name Signature ofNotwy7SUU of Floride Date SANDRA L W)OMANN MY COMMISSION A FF960322 EXPIRES February 14, 2020 t.errworsa eraawa. senuan Contractor gent is V Personally Known to Me or Produced 1D 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: / 110' WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1. 20 18 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 DATE: November 09, 2018 BUILDING APPLICATION #: 18-10000892 BUILDING PERMIT NUMBER: 18-10000892 UNIT ADDRESS: ORLANDO DR S 2670 01-20-30-504-2200-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: 2670 SOUTH ORLANDO DR LLC ADDRESS: 303 E WACKER DR STE 1040 CHICAGO IL 60601 LAND USE: MEDICAL OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2670 S ORLANDO DR / IMMUNOTEK BIO CENTERS LLC / MEDICAL OFFICE / 11,499SF 7 . . . .... . FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A ROADS -COLLECTORS N/A 00 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE .00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF 1 ', S Building &Fire Prevention Division PERMITAPPLICATION FIRE DEPARTMENT Application No: 3 I S Documented Construction Value: S 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: Yes No Parcel ID: 01-20-30-604-2200-0010 Residential Commercial / Type of Work: New Addition AlterationD Repair Demo Change of Use Move Description of Work: Interior Tenant Improvement IF Plan Review Contact Person: Phone: 337-988-5271 Fax: 337-988-5272 Title: Architect ""LW-- Email: bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Phone: Street: 2000 N Orange Ave, Orlando, FL, 32804 Resident of property? City, State Zip: Orlando, FL 32804 Contractor Information Name Brian Ehlers Construction Street: 2801 SE 1 st Avenue, Suite 402 City, State Zip: Ocala, FL 34471 Name: Ackal Architects, APC Phone: 352-861-4333 Fax: 352-861-4377 State License No.: GC C052066 ArchitecUEngineer Information Street: 105 Chapel Drive City, St, Zip: Lafayette, LA 70506 Bonding Company: Address: Phone: 337-988-5271 Fax: 337-988-5272 E- mail: bill@ackalarchitects.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. 1 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 or application and the code in effect as of that dale: 614 Edition (2017) Florida Building Code Revised: January 1.2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dfi96 in compliance with all applicable laws regulating construction and zoning. I1 I.g1It) 1( 41t8 DtJ 7WS.WARD MYC0MIN1SS10N#GG 125= EXPIRES: oCMW 3.2021 sigaire of Contractor/Agent Date KrIC'LM t--kIe-r1 Print Contractor/Agent's Name Signature of Not State of Florida Dale SANDRA L W1OAAANN My COMMISSION.? FF960322 EXPIRES February 14. 2020 l Owner/Agent is - `-Personally Known to Me or Contractor gent is V 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: 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: January 1. 2019 Permit Application CITY OF a/IJ Building &Fire Prevention Division PERMITAPPLICATION FIRE DEPARTMENT Application No: 3 " 'I S Documented Construction Value: S 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: Yes[]NoF] Pantcel ID: 01-20-30-504-2200-0010 ResidentialD Commercial / Type bf Work: NewEl Addition Alteration D Repair Demo Change of Use Move Description of Work: Interior Tenant Improvement Plan Review Contact Person: Bill Ackal Title:Architect Phone: 337-988-5271 Fax: 337-988-5272 Email: bill@ackalarehitects.com Property Owner Information O Name Orlando Drive Medical, LLC Phone: Street: 2000 N Orange Ave, Orlando, FL, 32804 Resident of property? City, State Zip: Orlando, FL 32804 Contractor Information Name Brian Ehlers Construction Street: 2801 SE 1 st Avenue, Suite 402 City, State Zip: Ocala, FL 34471 Phone: 352-861-4333 Fax: 352-861-4377 State License No.: GC C052066 Architect/ Engineer Information Name: Ackal Architects, APC Street: 105 Chapel Drive City, St, Zip: Lafayette, LA 70506 Bonding Company: Address: Phone: 337-988-5271 Fax: 337-988-5272 E- mail: bill@ackalarchitects.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 10.5.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code Revised: January 1.2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC 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 dti# in compliance with all applicable laws regulating construction and Zoning. It kgIllb Signature of Contractor/Agart Date R( Iq 45 of DOROWS. WARD WCOMMISM"IlIGG 12M EXPIRE8:Ocfober3, 2021 q//g1lg SANDRA L W)OMANN MY COMMISSION a FF960322 IEXPIRESFebruaryt .9. 2020 Owner/Agent is ---Personally Known to Me or Contractor gent is V Personally Known to Me or Produced ID Type of ID Produced 1D 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: Z7/8 BUILDING: COMMENTS: Revised: January 1, 2018 permit Application CITY OF I j,r ORD Cj/IJ Building &Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMENT 3 q 1 JApplicationNo: Documented Construction Value: S 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: Yes No Parcel ID: 01-20-30-504-2200-0010 Residential Commercial / Type of Work: New Addition AlterationD Repair ElDemo Change of Use Move Description of Work: Interior Tenant Improvement Plan Review Contact Person: Bill Acka) Title:Architect Phone: 337-988-5271 Fax: 337-988-5272 Email: bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Phone: Street: 2000 N Orange Ave, Orlando, FL, 32804 Resident of property? City, State Zip: Orlando, FL 32804 Contractor Information Name Brian Ehlers Construction Phone: 352-861-4333 Street: 2801 SE 1 st Avenue, Suite 402 Fax: 352-861-4377 City, State Zip: Ocala, FL 34471 State License No.: GC C052066 Architect/ Engineer Information Name: Ackal Architects, APC Phone: 337-988-5271 Street: 105 Chapel Drive Fax: 337-988-5272 City, St, Zip: Lafayette, LA 70506 Dackalarchitects.com E-mail: bill@ackalarchitects.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 101%.3 Shall be Inscribed with the date of application and the code in effect as of that dole: 6" Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OW M 'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dto in compliance with all applicable laws regulating construction and zoning. It 411t) IR( H[(5 DORDW S. WARD tr COANISSMOG0125588 EXPIRES. October 3, 2021 Ek Z6--,- 41811elsiinoraleofConttector/Agrnt Date signature SANDRA L WIOMANN My COMMISSION A FF960322 EXPIRES February 14. 2020 Owner/Agent is 'Personally Known to Me or Contractor gent 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: 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 APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1, 2018 Permit Application Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019007519 Book:9286 Page:465; (1 PAGES) RCD: 1/23/2019 8:58:50 AM REC FEE $10.00 THIS INSThRRU9g T PREPARED BY: Name: S 4E9 and Address• rrorergelrre NOTICE OF COMMENCEMENT CM Copy ;RANT MALOY CLERK 0 E CIRCUIT COURT AND P LLT, FLORIDA BY DEPUTY CLERK or ,1 Oate State of Florida County of Seminole Permit Number. 18-3995 Parcel ID Number: 01-20-30-504-2200-0010 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) 2670 S. Orlando Dr. GENERAL DESCRIPTION OF IMPROVEMENT: Tenant Improvement OWNER INFORMATION: Name: 2670 South Orlando Dr. LLC Address: 2000 N Orange Ave Orlando FL 32804 Fee Simple Title Holder (if other than owner) CONTRACTOR: Name: Brian Ehlers Construction Co., Inc. Address: 2801 S.E. 1st Ave., Suite 402, Ocala, FL 34471 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: Rusty Spivey Address: 2000 N Orange Ave, Orlando FI 32804 In addition to himself, Owner Designates of To receive a copy of the Llenoes Notice as Provided In Section 713.13(1)(b). Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from 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 I, SECTION 713.13, FLORIDA vwu`f-ESA D CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMM NCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF Y U /INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penaidesbf ber)ury, I declare that I have read the foregoing and that the facts stated In It are true to the hest of nWnowledae and belief. Tim Majors Owners Printed Name Flada Slalutgqr 3.13(1)(g): • The owner must sign the notice of aorr mencemerd and no one else may be permitted to sign In his or her stead.' rr p State of TL County of L ` The foregoing Instrument was acknowledged before me this 2 ay of J1 tt , gQ bym QY1 kk-1 /1.S Who is personally known to meaty Nonlo of person malting statement OR who has produced identification type of Identification produced: oM07HY S. WARD ,=- W COMMISSION R 00126586 EXPIRES: October 3. 2021 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100008 DATE: November 09, 2018 BUILDING APPLICATION #: 18-10000892 BUILDING PERMIT NUMBER: 18-10000892 UNIT ADDRESS: ORLANDO DR S 2670 01-20-30-504-2200-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: 2670 SOUTH ORLANDO DR LLC ADDRESS: 303 E WACKER DR STE 1040 CHICAGO IL 60601 LAND USE: MEDICAL OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2670 S ORLANDO DR / IMMUNOTEK BIO CENTERS LLC / MEDICAL OFFICE / 11,499SF i - - - - - - - - FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS N/A ROADS -COLLECTORS N/A 00 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 00 LAW ENFORCE N/A DRAINAGE N/A 00 AMOUNT DUE .00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERRMMIT. 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 REQQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER TM CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County FLInst #2018f09103 Book:9217 Page:479; (1 PAGES) RCD: 9/21/2018 3:41:05 PM REC FEE $10.00 Z S HIS IN R MENT PRE ARE BY: me H plil (L' 2Na Address: 7 Z i NOTICE OF COMMENCEMENT Permit Number. ki - 13 1 C Parcel ID Number: 17 31 ^ .J vo7 -UC`>d ^ oo&-o 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 NoUco of Commencement. 1. DESCR)PTION OF PROPERTY: (Legal description of th",Mpand street address If available) 2. Gf41ERALDES RIP XN f r IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: T. Persons within the State of Florida Designated by Owner upon whominotico or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: Phone Number. Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided In Section 713.13(1 xb), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE,OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. k IC7 Wtet S1pnoWn r Leaser, a Ownore or L*3*Wn (Pdrd wrro Prphdo Slp=W& Ti6NO01ri) Aur oIOereotodParNer1Mxwpop State of County of The foregoing Instrument was acknowledged before me this U day of SaJLHC1iC 0 V '.— - — /_ - r. 1 A PROFESSIONAL CORPORATION A R- C H I T E C T S Transmittal Letter date: 09/28/18 From: Ackal Architects project Interior Tenant Improvement for: TO: City of Sanfordname: Immunotek Bio Centers, LLC project 18-014 ATTIC: Building Departmentnumber: We transmit: UU l_. 2=_t: One (1) Building Permit Application (2 pages) Five (5) Revised Construction Drawings (16 pages each) Q DD Comments: We would like to submit these revised drawings in order to complete thePlan Review for Interior Tenant Improvement For: ImmunoTek Bio Centers, LLC. located at 2670 S. Orlando Drive, Sanford, Seminole County, FL 32773 If there are any questions regarding this project, please contact Ashley Davis with Ackal Architects, APC at (337)988-5271 or ashley@ackalarchitects.com U/ Page 1 of 1 105 CHAPEL DRIVE - LAFAYETTE, LOUISIANA 70506 337.988.5271 ph - 337.988.5272fax www.ackaIarchIIects.com REVISION A R- C H I T E C T S date: 09/28/18 Transmittal Letter From: Ackal Architects project Interior Tenant Improvement for: TO: City of Sanfordname: Immunotek Bio Centers, LLC project 18-014 ATTIC: Building Departmentnumber: We transmit: One (1) Building Permit Application (2 pages) Five (5) Revised Construction Drawings (16 pages each) Comments: RL -Mii'A ok jv O Q s ff cD r co We would like to submit these revised drawings in order to complete thePlan Review for Interior Tenant Improvement For: ImmunoTek Bio Centers, LLC. located at 2670 S. Orlando Drive, Sanford, Seminole County, FL 32773 If there are any questions regarding this project, please contact Ashley Davis with Ackal Architects, APC at (337)988-5271 or ashley@ackalarchitects.com f rT-1 C C 0 Z Page 1 of 1 105 CHAPEL DRIVE - LAFAYETTE. LOUISIANA 70506 337.988.5271 ph - 337.988.5272 tax www.ackaIarchItects.com A R C H I T E C T S Transmittal Letter date: 09/18/1 g From: Ackal Architects project Interior Tenant Improvement for: TO: City of Sanfordname: Immunotek Bio Centers, LLC project 18-014 ATTN.: Building Departmentnumber: We transmit: One (1) Building Permit Application (2 pages) Five (5) Construction Drawings (59 pages each) One (1) Check for $25.00 Application Fee (1 page) Comments: We would like to request a Plan Review for Interior Tenant Improvement For: ImmunoTek Bio Centers, LLC. located at 2670 S. Orlando Drive, Sanford, Seminole County, FL 32773 If there are any questions regarding this project, please contact Ashley Davis with Ackal Architects, APC at (337)988-5271 or ashley@ackalarchitects.com Page I of I 105 CHAPEL DRIVE - LAFAYETTE, LOUISIANA 70506 337,988,5271 ph - 337.988.5272lax www.ackaIarchItects.com CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICETEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: 0/1 -A PERMIT NUMBER: BUSINESS/PROJECT NAME: Q ADDRESS: Zen S- op/4o d,2tKc CONTACT NAME: PHONE: RE D PLAN REVIEW INFORMATION NSTRUCTION [ ]C/O [ ] FIRE ALARM . [] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: / A R• C H I T E C T S date: 09/28/18 Transmittal Letter From: Ackal Architects project Interior Tenant Improvement for: TO: City of Sanfordname. Immunotek Bio Centers, LLC project 18-014 ATTN.: Building Departmentnumber: REVJSION We transmit: One (1) Building Permit Application (2 pages) Five (5) Revised Construction Drawings (16 pages each) OCY 0 Comments: We would like to submit these revised drawings in order to complete thePlan Review for Interior Tenant Improvement For: ImmunoTek Bio Centers, LLC. located at 2670 S. Orlando Drive, Sanford, Seminole County, FL 32773 If there are any questions regarding this project, please contact Ashley Davis with Ackal Architects, APC at (337)988-5271 or ashley@ackalarchitects.com Page l of 1 J 105 CHAPEL DRIVE - LAFAYETTE, LOUISIANA 70506 337.988.5271 ph - 337.988.5272 tax www.ackaIarchItects.com CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: Z% PERMIT NUMBER: BUSINESS/PROJECT NAME:: / / ADDRESS: 27 0 5, tJ1-14r(O Ank CONTACT NAME: PHONE: PLAN REVIEW INFORMATION 11 CONSTRUCTION [ ]C(O [ ] FIRE ALARM [ ] FIRE SPRINKLER [] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES cm-o TOTAL FEES: S7 y S INSPECTION SEQUENCE BP# 18-3995 ADDRESS: 2670 S. Orlando Drive BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall 10 Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing - Walls Sheathing - Roof Roof Dry In 20 Frame 30 Insulation Rough Firewall Screw Pattern 40 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof Com' 1 Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial - 1000 Final Commercial - Addition / Alteration Final Commercial - Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Inspection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final M141CAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 - Mechanical Final REVISED: June 2014 r% 9 a V I I I I a— V r V Transmittal Letter date: 09/28/18 From: Ackal Architects project Interior Tenant Improvement for: TO: City of Sanfordname. Immunotek Bio Centers, LLC project 18-014 ATTIC: Building Department number: We transmit: One (1) Building Permit Application (2 pages) Five (5) Revised Construction Drawings (16 pages each) 81071 R a ,1 0 Comments: We would like to submit these revised drawings in order to complete thePlan Review for Interior Tenant Improvement For: ImmunoTek Bio Centers, LLC. located at 2670 S. Orlando Drive, Sanford, Seminole County, FL 32773 If there are any questions regarding this project, please contact Ashley Davis with Ackal Architects, APC at (337)988-5271 or ashley@ackalarchitects.com Nolswt Page 1 of I 105 CHAPEL DRIVE - LAFAYETTE, LOUISIANA 70506 337.988.5271 ph - 337.988.5272 tax www.ackaIarchItects.com A R' C H I T E C T b %J *-3(: 1 CA—C-? Transmittal Letter REVISION date: 09/28/18 From: Ackal Architects project Interior Tenant Improvement for: TO: City of Sanfordname: Immunotek Bio Centers, LLC project 18-014 ATTN.: Building Departmentnumber: We transmit: One (1) Building Permit Application (2 pages) Five (5) Revised Construction Drawings (16 pages each) Comments: We would .like to submit these revised drawings in order to complete thePlan Review for Interior Tenant Improvement For: ImmunoTek Bio Centers, LLC. located at 2670 S. Orlando Drive, Sanford, Seminole County, FL 32773 If there are any questions regarding this project, please contact Ashley Davis with Ackal Architects, APC at (337)988-5271 or ashley@ackalarchitects.com Page l of 1 105 CHAPEL DRIVE - LAFAYETTE, LOUISIANA 70506 337.988.5271 ph - 337.988.5272 tax www.ackaIarchItects.com 14 OCT 0 0 2018 CITY OF 9> S.ANFo FIRE DEPARTMENT Building & Fire Prevention Division PERMITAPPLICATION Application No: Documented Construction Value: S 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: Yes[]NoF] Parcel ID: 01-20-30-504-2200-0010 Residential Commercial / Type of Work: Newo Addition AlterationD Repairo Dem. Change of Use Move Description of Work: Interior Tenant Improvement Plan Review Contact Person: Bill Ackal Title:Architect Phone: 337-988-5271 Fax:337-988-5272 Email. bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Phone: Street: 2000 N Orange Ave, Orlando, FL, 32804 Resident of property? City, State zip: Orlando, FL 32804 Contractor Information Name Brian Ehlers Construction Phone: 352-861-4333 Street: 2801 SE 1 st Avenue, Suite 402 Fax: 352-861-4377 City, State Zip: Ocala, FL 34471 State License No.: GC C052066 Architect/ Engineer Information Name: Ackal Architects, APC Phone: 337-988-5271 Street: 105 Chapel Drive Fax: 337-988-5272 City, St, Zip: Lafayette, LA 76506 E-mail: bill@ackalarchitects.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: 61° Edition (2017) Florida Building Code Revised: January 1. 2019 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-contmet-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. OW 'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dt91 in compliance with all applicable laws regulating construction and zoning. it 4 1b Sigeturo of Contractor/Agent Date gi( It4 45 Signature DOROi1 & WARD WOOMMIS,SIONfGG 1255811 EXPIRES: October 9, 21121 SANDRA L W IDMANN Mr COMMISSION A FF960322 EXPIRES February ti. 2020 vwner/Agent Is --Personally Known to Me or Contractor gent Is Personally Known to Me orProducedIDTypeofIDProducedIDTypeofID 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: COMMENTS: Revised: January 1, 2018 Permit Application OCT 0 0 2018 Building & Fire Prevention Division PERMITAjPLcICj TION Application No: 1 P) i- Documented Construction Value: $ 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: Yes No Parcel ID: 01-20-30-504-2200-0010 Residential Commercial / Type of Work: New Addition AltemtionD Repair Demo. Change of Use Move Description of Work: Interior Tenant Improvement Plan Review Contact Person: Bill Aekal Title:Architect Phone: 337-988-5271 Fax: 337-988-5272 Email:bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Phone: - ._. Street: 2000 N Orange Ave, Orlando, FL, 32804 Resident of property? City, State Zip:. Orlando, FL 32804 _ Contractor Information Name Brian Ehlers Construction Phone: 352-861-4333 Street: 2801 SE 1 st Avenue, Suite 402 Fax: 352-861-4377 City, State Zip: Ocala, FL 34471 State License No.: GC C052066 Architect/Engineer Information Name: Ackal Architects, APC Phone: 337-988-5271 Street: 105 Chapel Drive Fax: 337-988-5272 City, St, Zip: Lafayette, LA 70506 E-mail: bill@ackalarchitects.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: 611, Edition (2017) Florida Building Code Revised: January 1.2018 Permit Application ONTICt. 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 1 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-esecute-d-contmet'is'requimd - - 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. UWNMIS AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be d in compliance with all applicable laws regulating construction and zoning. n,a t, 9 /S/e 5i oture of Owner/Agent Date Si ature of Contractor/Agent Date I t '*- orkm ryT ko :9 T M-44 Elk t e-%f Print Owner/Agent's N" I Print Contractor/Agent's Name Signaturb off "Note - tale of Fldrida Data Signature of No -State of Florida _ DOROTW& WAIm : "> ; SANDRA L W10MANN p•. ;, c Nt CO MISS1oNgGG12M =•; ••c M11 COMMISSION a FF9150322 E1 IRE3:October3,2021 fd,s -••., ., EXPIRES February ti, 2020 t:' i1w PueAottadatntllus ....• porr» ao,es r>atawa+sw.vx.eurr Owner Agent is rsonally Known to Me or Contractor gent is V 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: 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: January 1, 2019 Permit Application OCT 0 0 2018 CITY OF 5 Building & Fire Prevention DivisionNANFORD'- t PERMIT APPLICATION FIRE DEPARTMENT Application No: Documented Construction Value: $ 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: YesF—]NoF—1 Parcel ID: 01-20-30-504-2200-0010 Residential Commercial Type of Work: TiewF Addition AlterationD Repair Demo Change of Use Move Description of work: Interior Tenant Improvement Plan Review Contact Person: Bill Ackal Title:Architect Phone:337-988-5271 Fax:337-988-5272 Email. bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Phone: Street: 2000 N Orange Ave, Orlando, FL, 32804 Resident of property? City, State zip: Orlando, FL 32804 Contractor Information Name Brian Ehlers Construction Phone: 352-861-4333 Street: 2801 SE 1 st Avenue, Suite 402 Fax: 352-861-4377 City, State Zip: Ocala, FL 34471 State License No.: GC C052066 Architect/Engineer Information Name: Ackal Architects, APC Phone: 337-988-5271 Street: 105 Chapel Drive Fax: 337-988-5272 City, St, Zip: Lafayette, LA 70506 E-mail: bill@ackalarchitects.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: 61 Edition (2017) Florida Building Code Revised: January 1.2018 permit Application Aku ..'46. 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 1 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-mview-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. OWMIS 'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dto in compliance with all applicable laws regulating construction and zoning. I v-v1It> 71 cov'1 $4Ar'\"_1k3 9RI 14 lc8 DOROUff & WARD WtY00WMSSI0NfGG 125W EXPIRES: October 3, 2021 vwnerlAgent is --Personally Known to Me or Produced ID Type of ID T17, vs.•t, 9 /S//$ SigneUue of Contractor/Agent Date — r IOL44 Fk I e_'rJ Print Contractor/Agent's Name e 4 '/ref igSignature of Notary -State of Florida _ SANDRA L 1NIDMANN My COMMISSION a FF960322 EXPIRES February ti. 2020 per ` 3at4 0.1Ibtldraa, Se.vic.cun• Contractor gent is V 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• 1° t1f BUILDING: COMMENTS: Revised: January 1. 2019 Permit Application OCT 0 8 2018 S CITY OF S e,O Building &Fire Prevention Division 1- PERMIT APPLIsCAQTIO FIRE DE TMENT 7 - ` / — Application No: Documented Construction Value: S 1,500,000.00 Job Address: 2670 S. Orlando Drive Historic District: YesE]Noll Parcel ID: 01-20-30-504-2200-0010 Residential Commercial ( Type of Work: New[] Addition AlteratioaD Repair Demob Change of Use[]Move a Description of Work: Interior Tenant Improvement naMPjn Plan Review Contact Person: Bill Ackal 1 Title:Architect Phone: 337-988-5271 Fax: 337-988-5272 Email: bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Street: 2000 N Orange Ave, Orlando, FL, 32804 City, State Zip: Orlando, FL 32804 Name Brian Ehlers Construction Phone: Resident of property? : Contractor Information Phone: 352-861-4333 Street: 2801 SE 1 st Avenue, Suite 402 Fax: 352-861-4377 City, State Zip: Ocala, FL 34471 State License No.: GC C052066 Architect/Engineer Information Name: Ackal Architects, APC Phone: 337-988-5271 Street: 105 Chapel Drive Fax: 337-988-5272 City, St, Zip: Lafayette, LA 70506 Bonding Company: Address: E-mail: bill@ackalarchitects.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: 6" Edition (2017) Florida Building Code Revised: January 1.2018 Permit Application 40 lelf 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 1 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. OWMERIS AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be d • in compliance with all applicable laws regulating construction and zoning. 7 - it Sigkurc of Owner/Agent Date sijneun of Contractor/Aged Date i 1 (Mkvt1'1 INII VI. -kr Towel Fht e-"1 Print O_ r/Agent's Nam Print Contractor/Agent's Name signature of Not • State of Florida Date Signature of Notary -State of Florida _ DORo1H1 S WARD : S-A SANDRA L WIDMANN ems ;•r' W 0GG1 •': MY COMMISSION fF960322 of DWM'. October 3,2021 EXPIRES February 14. 2020 lbv PoW tbidwmatra .... t.c>' r »ao ea bta.wa» sa.•u.wn• Owner Agent is rsonally Known to Me or Contractor gent is V Personally Known to Me or Produced ID Type of 1D 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:*ONING: D UTILITIES: WASTE WATER: ENGINEERING: I FIRE: BUILDING: COMMENTS: Revised: Tammy 1. 2018 Permit Application REVISION CITY OF FIRE DEPARTMENT OCT 0 z0 8 Ct s • So-iz Building & Fire Prevention Division PERMIT APPLICATION Application No:. 8- Documented Construction Value: S 1,500,000.00 CD Job Address: 2670 S. Orlando Drive Historic District: Yes No oParcelID: 01-20-30-504-2200-0010 Residential Commercial ;V/ o Type of Work: lVew Addition Alteration0 Repair[] Demo Change of Use Move i Description of work: Interior Tenant Improvement Plan Review Contact Person: Bill Ackal Title:Architect Phone:337-988-5271 Fax:337-988-5272 Email. bill@ackalarchitects.com Property Owner Information Name Orlando Drive Medical, LLC Phone: Street: 2000 N Orange Ave, Orlando, FL, 32804 Resident of property? City, State Zip: Orlando, FL 32804 Contractor Information Name Brian Ehlers Construction Street: 2801 SE 1 st Avenue, Suite 402 City, State Zip: Ocala, FL 34471 Phone: 352-861-4333 Fax: 352-861-4377 State License No.: GC C052066 Architect/Engineer Information Name: Ackal Architects, APC Street: 105 Chapel Drive City, St, Zip: Lafayette, LA 70506 Bonding Company: Address: Phone: 337-988-5271 Fax: 337-988-5272 E-mail: bill@ackalarchitects.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 b• commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construe in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, 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: 611 Edition (2017) Florida Buildin• Revised: January 1.2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The-City_of Sanford -requires -payment of a -plan -review -fee -at -the -time -of permit -submittal.. —A copy -of the'executed-contmct'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. OWMIS 'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dt91 in compliance with all applicable laws regulating construction and zoning. il % kli) 145 DDROWS. 111011W MYODAi6WRONINGG 12668ti Qf R3.oCWW9,2021 Z X2 A4,rt, 9 //B//& Sig awnof Contractor/Agent Date 17-- kf e-rt Agent' s Name aa-" qllfllg Signature ofNotaiyeStatcof Florida _ F: j' SANDRA L WIDMANN . My COMMISSION x FF960322 EXPIRES February 14, 2020 owner/ Agent is -Personally Known to Me or Contractor gent Is Personally Known to Me or ProducedIDTypeofIDProducedIDTypeofIDBELOW 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: Ab-5 WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: January 1.2018 Permit Application each Blvd. A\\) BUILDING DROPS 398EastDaniaBSuite 338 A Perfect Solution in Every Drop Dania Beach, FL 3300416954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report PERMIT Of YKK AP America, Inc. Series 35H Aluminum Outswing Entrance Door Impact for Florida Product Approval FL# FL16554 Report No. 3559 51h Edition (2014) Florida Building Code Per Rule 61G20-3 Method: 1— D (Engineering Evaluation) Category: Exterior Door Assembly Sub — Category: Swinging Exterior Door Assemblies Product: Series 35HAlluminum Outswing Entrance Door Impact Material: Aluminum 6063-T5 Product Dimensions: See installation instructions YKKO20 Prepared For: YKK AP America, Inc. 332 Firetower Road Dublin, GA 31021 Prepared by: Hermes F. hlorem, P.E. Florida Professional Engineer # 73778 Date: 04/14/2015 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. Reason:) am approving this document Date: 2015.04.1918.06:42-04'00' 011111111111 41' O o TT 1 i#'%NAL 11 HermgtV96re o, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: YKK AP America, Inc. Product Category: Exterior Door Assembly Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 61G20-3.005 (1)(d) Product Name: Series 35H Aluminum Outswing Entrance Door Impact FL#:FL16554 Date: 04/14/2015 Report No: 3559 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for YKK AP America, Inc. based on Rule Chapter No. 61G20-3.005, Method Id of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code. See Installation Instructions YKK020, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing YKK020 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions YKK020 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 lrl\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#:FL16554 Date: 04/14/2015 Report No: 3559 Quality Assurance: The manufacturer has demonstrated compliance of manufacture of products in Accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Architectural Testing, Inc. (FBC Organization #: QUA 1844) Performance Standards: The product described herein has been tested per: TAS 201-94 TAS 202-94 TAS 203-94 Referenced Data: 1. Product Testing performed by Hurricane Test Laboratory, LLC. Report #: G231-0103-11-R0, Report Date: 04/28/11 Report #: G231-0507-09, Report Date: 07/13/09 Report #: G231-0801-09-R0, Report Date: 11/04/09 Report #: G561-0402-10-R0, Report Date: 04/20/10 Report #: 0231-1117-03, Report Date: 03/29/04 2. Additional Hardware Testing performed by Architectural Testing, Inc. Report #: D2090.01-550-18, Report Date:12/20/13 3. Quality Assurance Architectural Testing, Inc. FBC Organization #: QUA 1844) 4. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company (Previously Solutia) Solutia Saflex PVB Interlayer Vanceva Storm (Saflex CP) Interlayer S. Material Certification Miami -Dade County Notice of Acceptance E.I. DuPont De Nemours & Co. Inc. SentryGlas Interlayer Butacite PVB Interlayer Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPSA\\) A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: FL#:FL16554 Date: 04/14/2015 Report No: 3559 A. For 2x wood buck substrate, use #14 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (IX), non-structural, wood bucking is employed, use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 2/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 2.25" into concrete or masonry. D. For steel stud substrate, use 1/4" TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. E. For aluminum substrates, use 1/4" TEK Screw type metal stud anchors of sufficient length to achieve minimum 3 threads penetration beyond aluminum structure. Refer to Installation Instructions (YKK020) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (YKK020) for design pressure limitations based on glass type, configuration, and sizes. Installation Methods: Refer to Installation Instructions (YKK020) for installation methods, anchor locations, and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 HEADROOM REQUIRED OPENMO VERNAL HORIZONTAL HEIGHT HEADROOM HEADROOM THRU r-• I.X• r OVER ram• Ir X• THRU ra OVER r-r Ir TSX• THRU Ira OVER Ira THRu Ira Ir r HFAp10O1 VEIIrIGAtIrAORoo1I a WAD STOP cum LATCIIOFFOSIIE a Mr STOP OU I ORAATIONT'It W, rnmlonl Wa11 MAMDsntWw LIsrIIC CLLAAAIQSSONIArJWmLNL ILSSOIOlLNLNRS MAYS VCSSwi. wLaollarrwlmla+onawarnwmLw.Iseu,awLmmamwA oanAaL IOA DOI1 L rAaoao Aro tklt en.oG Loa n onaL S. 4TOILWEA W+LOW DCIPA.LESS SIM MONO IA1DLQ D MACNSTC PA.LLI& L OUPANAMM MALrCLmlGPCLV tUPK^ OKA"VANUDGW IDIMIL f. Wc"a%tj moon0WOMA"MAMDNWNO.AYLCCOAlm1 L MAXLrart»o smwwx lyd'. L Po110FfJD1011PIIWLW IMNII4. WJp0a.N"M0Tr"R" 14 JAILOAOOEL f1.WA PATS OF FLON"APPOMW.00L"DPIMUCT IR000CTLVAIWTCIp A1YPAWCDOJIAYI =ARAS.CCLSVIA—A KVdd ., gI1TIPS. 12NO I1. JANO NOOC MISPAUUAILD NRCOl1WICB 111110110M 1GIASOMARIMISIT 00.OIIUVICE MR,FIIOOICt LVAUMnas. lo P.I.cD DLAM.o. Ar Mea.taL vw ... ru... _ t.M eDA.Ia MINI LA CN INDER LIf MINI LATCH (ONLY USED WITH CYLINDER LOCK) 1 0 M13 a= o' OUISIDEOFDOORNEW BISIOE OF DOORVIEW SX' AM CURTAIN END VIEW INSIDE ELEVATION OPENUJO SOE MWTYPE OUTS OPEM110N WEA7HERSTRP ON _ OPEAAl1FACTORYORDERNUMBERallyWID7HIIEIGIITPEELLIh4 . COLOR UP CHANT ELECTRIC "AmTOP NEADEA SiOE AOOEOOPIIOW EOTIOM MR ASSEMBLY ALA 20• x GA CURTAIN PANEL DETAIL 2' 2• CURTAM STEEL MASS USING Y. IJ x 1' TENS r 1T . L r CIIRTAW coHaETFnuBOMm MMBS IqR X• X 1 X• POWERS WEOGE2CLT 1. OA GUIDE MDUNIINO DEMO. I MINI DOOR SERIES: 750 asroMER NUMBER yI,E SA ESPEFSOFt DATE: JANUS INTERNATIONAL CORPORATION 134 JANUS INTERNATIONAL BLVD. TEMPLE. GA 301794435 770-% 2.2e50 FAX:77"62-2284 C PERMIT# li, - j K t;; JANUS INTERNATIONAL CORPORATI(1°• AIM134EASTLUKEROAD13374WESTPEORIAAVEN TEMPLE, GA 30179-4435 SURPRISE, AZ 86379-972 PHONE 770-562-2850 FAX 770-562-2264 www.lanusinti.com DOOR INSTALLATION INSTRUCTIONS SERIES 750/1000/1100POW CALMON Use proper fitting equipment and correct littim orocedures 6-1-07 ate Ions. D S. I SIZE done dare m 013m 4one dammry 1 SERIES SIDE ROOM REQUIRED' CI EARANCE 1 ot7lIMoPEaDI EAOIEElD C= ItAACWTtEo OF A= j WITH=wDus 03 "r e-err sire i WIMWOe om 2-7w 1• i i Dlmentl m are t*m from edge of opening tote OF CROANG 06E CF 0049 Im OUISCE CF CURE CF w%#c TC&#AANu VVCIRI CIEARAM @DCFAIRE CI ANCE EEC a AIDE CSAAA CS TenskrTer End NtxrT lonar End I (( 50=OF V=OF CAM CEHRA = GCE CLEARANCE —+ - DOOR POSITION ON FLOOR \ QRRIGHTDOORLEFT GUIDE GUIDE 4 Dv[nwG F7GUAE SERIES 750 GUIDE CROSS SECTION EDGE Or OPENING AVIDrASTENER LOCATIONaORALLJAMS 2 lTu[•n vmon vaanc•[ CERTAIN VIDTN • 9/36- 2-S/B' EDGE O< I)KNING1 rASTEND LOCATION JANB, F JK p' ALL Joe$ 2-E/B• l CY11Ap vI1M v110bQKs CURTAIN VIDTN 2-1/2' FMAX& 6 7S0/1000MOO CHARTS FIGURE 2 NA1K WSOII N%DADO[ o GUIDE TO BRACKET INSTALLATION TENSIONER BRACKET NOT GUIDE WITHOUT LOCKING O VINDLOCKS TAB GUIDE WITH VINDLOCKS ° BEGINNING BOTTOM BAR POSITION FLOOR FIGURE 4 HEAD STOP V)iHOUT vINDIOCKS VITMVURLOCKS m MURE 7 End wuoeRomom 1 FLANGE ON TENSIONER PAWL TENSIONER RATCHET WHEEL SAES ops" NBOMT Ven1uK HPAIAOdETHRU HORVOWALMFAOIf001E OYM 11Bi! rr Tf 1 Vr AAA nenSIou neoomfoo fERIES nape" Neapw"rX MEACMDOWMORIMM" MGdbhErTIM te• f7 IFi am r-o• TNIr! Ee,l/2' a -err td- o- Om Urea• w tY- O• oueE w ow ADJUST SPRING WINDING BAR 3/ 9' DIAMETf, TENSION Ly; FLANGE ON i; it .• TENSIONERPAWL t •• i t . TENSIONER BRACKET TENSIONER . RATCHET WHEEL FIGURE 8 0i STEP 1: WALL OPENING SERIES 750/100011100 A. Check wall opening width and height and verify these measurements against size of door to be Inst hllett"!'rr a,, B. Verify that jambs are plumb. o01LC. Check floor and header for level. .......... D. Check for adequate side clearance at iambs and clearance above and at sides of header. Cams figure 2 for minimum requirements. - E. Verify that the guide mounting surface an the jamb is flush. F. Make sure all parts required for Installation are with the door. 0 , STEP 2: POSITION DOOR AND PARTS A. Mahe sure floor is clears in order to prevent damage to curtain. `..Opores t . 0•. B. On inside of building, place left guide on floor perpendicular to opening with guide bottom dose thrd left lamb and the top toward Inside of building. Do the same with the right guide to the right )ern. See figure 3. C. Place door an floor at top of and between guides. Rotate door as necessary to locate bottom bar against floor. • See figures 3 and 4. D. Distribute hardware parts to appropriate areas. STEP 3: GUIDES TO BRACKETS INSTALLATION A. At tensioner end of door, lift flange an tensions pawl until end of the pawl dean the tensioner-aid to wheel. Rotate bradwt In order to positiah short leg end upward. Release flange an pawl and allow end to engage with the nearest tooth on the hatchet wheel. See figure 4. B. Bring top end of guide in align nt with bradiet and Insert boobs on bracket hto slots In guide. C. SUde bnacbet and guide together until locking tab in guide fully engages notch In bracket. D. M locking tab does not fully engage with bracket notch, use a hammer and punch to bend tab into bracket notch. E. Repeat steps 38 through 3D for other bracket and guide. This bracket will require being held In position. A. Brackets and guides will be attached to lambs using fasteners shown In table I. B. The guides should be.. centered about the opening and spaced curtain width • 9/Ir apart for xx wUkdlock doors and curtain width • 2-In'Yor windlock doors. This spacing Is measured than back of guide to bock of guide. See figure & Both guiles must be plumb. C. The appropriate fastens must be installed at each hole location In brackets and guides. 'See table 1. ,: : s f SERIES 7soh000nloo i A. Mare door and guide assemblies toward wadi opening with bottom of gulden resting next to jambs. B. lift door assembly evenly, pivoting around bottom of guides. See figure S. STEP & SETTING SPRING M IAL TENSION A. Rotate door H* revolutions bn the direction that world send the bottom bar loon through the guides. B. WWle firmly h ldlna the door at the bottom bar, ant the tape and plastic wrap that holds the door In a coil. Direct the bottom bar down Into the guides, stopping just past the head stop aped A. For door without winndlocbn. slide head stop from Inside of each guide. Seam with 114-20 x 314' thread . cutting type F hex screw. See figure 7. 8 Fordown with u*xftdn. place head stop over cubicle of each guide. Secure with 114-20 x 1W conrloge boltand IW20 serrated flange nut. Irntadl carriage bok from inside of guide. See figure7. STEP & MINI STOP CUPS, HANDLE(S) AND PULL ROPE A. Install mini dip at each end an Inside of bottom bar usbg existing U4-20 x 112• carriage bolt. B. Install hasan outside of bottom bar usbg U4carriage 20 x I I2 criageCInstallropeInone of the holes at this aasber of the horizontal leg of the bottom bar angle. OPTIONAL, BOTTOM BAR MOUNTED SLIDE LOCKS - SEE FIGURE 1 FOR INSTALLAI ION. STEP 9: CHEO( DOOR OPERATION A Lauer and robe the door to test the door balance. B. If door K easy to dose- but hard to open; Increase spring tension. C 9 door b hard to dose, but easy to opert decrease spring tension. A. Place 3/8' diameter wining bar in terslaner ratchet wheel. See figure & B. Rotate winding bar In the doom direction to Increase sprig tension. Each ergagemerht of o.tood equab . Ire tun C To decrease spring tension, pull down ftW on winding bar until pawl disengages tooth. Lift flange on, pawl and move winding bar up until past the pawl/tooth engagement. Allow pawl to rest an and continue moving winding bar up until the pawl b fully engaged with the booth D. Remove winding bar and operate door..''' ' E- Repeat steps 10A through WD as necessary.UO go a HEADROOM REQUIRED OPENING VERTICAL HORIZONTAL MEIGHT HEADROOM HEADROOM THRU ram' ID)r 7r OVER ra' If 17)j' THRU S'a' OVER S!' sr RYI' THRU IDO' OVER 1Iro Ir II THRM HORIZONTALHEADROOM SW rls a HEAR0O011VEftDOb STOP a1ROE LATCHToPPosITE s NOR STOP OL 1. OPEUMTCH TVl[ wr a P11MLI am RARII HAM) MTETMAL EIECTRC. T. FOR CRIIfAI FIR DUI TO RFIA)CED AVADAOLE HEADROOM OR EDiJCOM C1EAft%M=. LOMPAI FACTORY 1 CIEAMHCE!lHCWN ARE LMIMMS LESAER CLEARWOES MAY E POOS1lL 4 W IS OT1ERAIR NOTM LOCR16 SHWA, E N EMOE MPP IRDL LATCH MOVED IOCUKFAM AND 611TARE FOR CICK EPADLOCKS AND YIOE Cn/CC1 LOCK BY OTIEIIIL I LATCH COVER CrCtORZINC InANtan SIEEL OPIONU AN) SIDE B MAGNETIC STAPOESa a CURTAIN FIND" SHALL E tMLOIE P%WSTER Pftli P OVER OALVM@D ORACE i SIEEL 7. OLCEE. SMOKER rOnW rIA AMOF AMDHEADaTaPr AIR »w<CMRD wawrtonlolID IoaAlra. r Fq DFE1N0HCiq IFll T1LW S0 wPEaocKr ARE UgIRE01Rp Ta IAMI MODEL meAnATEanDTEOAA/PICVED LLOaDADPICDLIC1.111aDMtt EYALwIODAwnAKSED ORAVIHGT ARE ALgslEVN ...wsswen. RAtl>/L!• 1TUEL0 f1. JAMI1110oF1 mDEYNWTFD FORODKr/1w1011EOKd TFAM OEPMIIENT DF K111RUI1LE IIR)PROOCI EYALwTIDw AIonALrEDOMHPce ARE .•• • 1AL wwawwKM.. RMO1Li MINI LATCH CYLINDER LOCK BACK PLATE MINI LATCH (ONLY USED WITH CYLINDER LOCK) 9T 2= ri. OUTSIDE OF DOOR NEW INSIDE OF DOOR NEW Sx' AM CURTAIN MINI STOP CUP 0 0 BOTTOM SAR AMMUY K• 20' r-r.mABA RAN UP DETAIL DETAIL A 2' 12- CURTAIN STETS AMASS USNG X 14 K I' TENS r rcuRTAN CANUiE7FlLEASONRY JAAOS USING r.' A I X7 POWERS WEDGEdOLT 1/ GA GUIDE MOUNDNO DETAIL MINI DOOR SERIES: 750 CUSTOMER NUMBER DATE CUSTOMER NAME' CONTACT END VIEW INSIDE ELEVATION k.7F.EA. ENING JAMB TYPE OUTSIDE OPERATION WEATHERSTRIP FACTORY ORDER NUMBER 07YSTEEL MAS V/OOD COLOR WHN ELECTRIC OPERA ON TOP HEADER BIDE ADDED OPTIONS SALESPERSON, DATE. JANUS INTERNATIONAL CORPORATION 134 JANUS INTERNATIONAL BLVD. TEMPLE, GA 30179.4435 770-562-2850 FAX:770-562.2264 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF V16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE R14 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I In INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 114 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH METAL FRAME USE 114 INCH DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE. PERMIT # W - 3 ?5s' YKK YKK AP America Inc. ClP SERIES 50H ALUMINUM OUTSWING ENTRANCE YKK bwGwIz.slolousuw, 4IMfJ• s1@f M Nftl]n Ins F_lmwY DOOR (MISSILE LEVEL E IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING. TAS 201.94 TAS 202.94 TAS 203.94 ASTM E330.14 ASTM E1886.13a ASTM E1996.17 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. S. FOR INSTALLATION THROUGH ALUMINUM MULLION USE 114 INCH 3 IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND DIAMETER SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE ALUMINUM FRAME SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 10.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. II.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 12.INS7ALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 13.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES A. WOOD - MINIMUM SPECIFIC GRAVITY OF OSS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30D0 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER) WITH MINIMUM COMPRESSIVE STRENGTH OF 20DD PSI. 0. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI MINIMUM 18 GA. WALL THICKNESS. E. ALUMINUM - MINIMUM 1/16INCH THICK 6063-TS ALUMINUM. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. PRODUCT MEETS MISSILE LEVEL E IMPACT TESTING REQUIREMENTS. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-TS 7. ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. B GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 11 FOR GLAZING DETAILS. 9. DOOR CONFIGURATIONS MAY UTILIZE BUTT HINGES AS DESCRIBED HEREIN OR CONTINUOUS HINGES INTERCHANGEABLY. 10. ALLOWABLE CONFIGURATIONS: X (SINGLE DOOR) OR IN DOUBLE DOOR). TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION & GENERAL NOTES 2 ELEVATIONS AND QUALIFIED HARDWARE 3 ELEVATIONS AND QUALIFIED HARDWARE 4 ELEVATIONS AND QUALIFIED HARDWARE S ANCHOR LAYOUTS 6 VERTICAL SECTIONS 1 7 VERTICAL SECTIONS 2 8 HORIZONTAL SECTIONS 1 9 HORIZONTAL SECTIONS 2 10 TRANSOM DETAILS 11 GLAZING DETAILS . 12 DOOR CORNER DETAILS 13 FRAME CORNER DETAILS 14 COMPONENTS & BILL OF MATERIALS IS COMPONENTS (1) 16 COMPONENTS (2) DESIGN PRESSURE TABLE GLAZING TYPES MAX. D.L.O. SIZE I MAX. DP I IMPACT RATING A 361{t X 82f)j,- 90'/-90 PSf LMI & SMI Al I 3S W X 82 ii' 90'/-90 PSF LMI & SMI NOTES: 1. *POSITIVE DESIGN PRESSURE SHALL BE LIMITED TO 70 PSF WHEN AIR/WATER THRESHOLD (COMPONENT #24,27,28) IS USED IN LOCATIONS REQUIRING WATER INFILTRATION RESISTANCE 2. LMI - LARGE MISSILE IMPACT RATED 3. SMI - SMALL MISSILE IMPACT RATED 4. SEE SHEETS 11 FOR GLAZING DETAILS z W a E O o Rl; B 2;90 ZX E7Ej2tu O C Q co 1= r G / WW 6 ry i REMARKS BY DATE e* A fl S A OF Q nap• now. r .IL,Aitsym 4uaaFe BelUJw JIMsiftAMrtasap: rR wn Cr AIMCMA4af ft 20M FL R: FL16554 DATE: 9.17.18 DWG. BY. CHK. BY. HR HFN SCALE: NTS DwG. R- YKK158 SHEET: P484 1 ul 16 T 82d- MAXbXX. D.L.O. 952' HEIGHT2 MAX. ' LEAF 94. HEIGHT A. FRAME HEIGHT 201' MAX. DOOR FRAME WIDTH 471j' MAX. . LEAF WIDTH 36 3/16' MAX. 3513/16' MAX D L0. WIDTH D.L.O WIDTH FOR MONO. G1A55 FOR INS. GLASS 421' 93' 27' 94- 82u- I MAX. MAX. DOOR D.L.O. 82 FRAME HEIGHT HEIGHT 27• MAX. D LO. 104- 95 HEIGHT TYP. C.W. MAX. FRAME LEAF HEIGHT HEIGHT 27' ELEVATION A STANDARD S-POINT LOCK STANDARD DOOR FRAME NOTES: I) WHEN AIR/WATER THRESHOLD IS UTILIZED, MAX. STANDARD FRAME MAY INCREASE TO W7/8', CURTAINWALL FRAME HEIGHT MAY INCREASE TO 103'. SEE DETAIL D, PAGE 3 AND DETAIL I, PAGE 4. 2) SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR QUALIFIED LOCKING HARDWARE PANEL ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP AND BOTTOM BOLTS ADAMS RITE MS 1880 QUALIFIED HINGE ASSEMBLIES HINGE TYPE DESCRIPTION FOUR 14) HAGER BB1191 BUTT BUTT HINGE HINGES PER DOOR LEAF ONE (2) ROTON 780.226HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR LEAF ONE (1) SELECT 27HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR LEAF 303q' TYP. CURTAINWALL FRAME WIDTH 971' MAX. DOOR FRAME WIDTH 4714' MAX. LEAF WIDTH 36 3/16- MAX. 3513/16- MAX. D.L.O. WIDTH ( D.LO. WIDTH { FOR MONO. GLASS I FOR INS. GLASS I r, 27• L 9 M N N 82j- 9 9 9 9 27. MAX. U o D.LO. 1y/ HEIGHT ELEVATION B STANDARD S-POINT LOCK STANDARD CURTAINWALL (C.W.) FRAMING THRESHOLD WATER INFILTRATION AND DESIGN PRESSURE LIMITATIONS THRESHOLD ITEM TYP. DETAILS WATER LIMITATIONS DESCRIPTION REPRESSURE 41/Y AIR SEE TYP THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RATING IS NOT REQUIRED OR WHERE WATER TIGHT ITEM 12 DETAILS 0PSF INFILTRATION IS REQUIRED, A MINIMUM OVERHANG RATIO(OVERHANG PRO)ECTIOWOVERHANG THRESHOLD A/6 HEIGHT) SHALL BE EQUAL TO OR GREATER THAN L POSITIVE DESIGN LOAD NOT TO EXCEED-W PSF. WHERE WATER INFILTRATION IS REQUIRED, POSITIVE DESIGN LOAD SHALL NOT EXCEED.70 PSF. WATER INFILTRATION RATING REQUIRES USE OF PART RE2.0093, SILICONE ASTRAGAL GASKET, SEE AIR/WATER SEE TYP. SHEET RESISTANT ITEMS N24, N271 AILS IQS PSF WHERE WATER INFILTRATION IS REQUIRED, AND A MINIMUM OVERHANG RATIO (OVERHANG THRESHOLD NSS 0/6& G/7 PROIECTIOMOVERHANG HEIGHT) EQUAL TO OR GREATER THAN I IS PRESENT, POSITIVE DESIGN LOAD SHALL NOT EXCEED -90 PSF. WHERE WATER INFILTRATION IS NOT REQUIRED POSITIVE DESIGN LOAD NOT TO EXCEED+90 PSF YKK P. ClP IRSp11ES YKK AP America Inc. 12M-MI RDAs M pmtnans rA RNwR+ml 2 Z z20j2>t3 0OOWOoHill W fVL L9 a W I W WW C a 11 9E glgypFVi aN L lWAA 8fA0h NSLACKFtEW. 131N rnlOlafd370W.1 Mn FL N: FL16554 DATE: 9.17.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. N: YKK158 SHEET: 2 Pops 2 of 16 I FI H MAX. FRAME WIDTH MAX. D.L.O. 89' MAX. D LO WIDTH 3013/16" WIDTH 2913/16" FOR MONO. GLASS FOR INS. GLASS B C 8 6F, 27' 0 DOR MAX MAX. 9 MA: AME LEAF EIGHT IGHT HEIGHT B 8 0 8 8 27' HE Gi i8• 9 82 ' 0 84 411 42' 27• WA D G 6 6 LT71 IF ELEVATION C ADAMS RITE EX76 CVR EXIT DEVICE WITH REMOVABLE MULLION STANDARD DOOR FRAME ELEVATION C QUALIFIED LOCKING HARDWARE ADAMS RITE EX76 CVR EXIT DEVICE WITH REMOVABLE MULLION QUALIFIED HINGE ASSEMBLIES HINGE TYPE DESCRIPTION FOUR 14)HAGER BB1292 BUTTBUTTHINGE HINGES PER DOOR LEAF ONE 11) ROTON 780.226HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR LEAF ONE 11) SELECT 27HD CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER DOOR LEAF tJ MAX. DOOR M R FRAME HEIGHT HEIR 99j. 9 MAX. FRAME WIDTH 101" MAX. D.L.O. MAX. D.L.O. WIDTH 36 3/16' WIDTH 35 13/16" FOR MONO. GLASS FOR INS. GLASS w6w7uHEIGHTmlv; vvE• ELEVATION D ADAMS RITE EX76 CVR EXIT DEVICE STANDARD DOOR FRAME ELEVATION D QUALIFIED LOCKING HARDWARE ADAMS RITE EX76 CVR EXIT DEVICE 27" 9' MAX. D.L.C. HEIGHT THRESHOLD WATER INFILTRATION AND DESIGN PRESSURE LIMITATIONS THRESHOLD ITEMN TYP DETAILS PR URREE LIMITATIONS DESCRIPTION 41/2' AIR SEE TYP. THRESHOLD SHALL BE USED WHERE WATER INFILTRATION RATING IS NOT REQUIRED OR WHERE WATER TIGHT ITEM 6I2 DETAILS 0PSF IN FILTRATION IS REQUIRED, A MINI MUM OVERHANG RATIO(OVERHANG PROIECIION.OVERHANG THRESHOLD A/6 HDGIM SHALL BE EQUAL TO OR GREATER THAN1. POSITIVE DESIGN LOAD NOT TO EXCEED+90 PSF. WHERE WATER INFILTRATION IS REQUIRED, POSITIVE DESIGN LOAD SHALL NOT EXCEED+70 PSF WATER INFILTRATION RATING REQUIRES USE OF PART NE2-0093, SILICONE ASTRAGAL GASKET, SEE AIR/WATER SfETYP. SHEET7 RESISTANT ITEMS N24, DETAILS IDS PSF WHERE WATER INFILTRATION IS REQUIRED, AND A MINIMUM OVERHANG RATIO (OVERHANG THRESHOLD M28,6N5S D/ 68 G/7 PROIECEIOWOVERHANG HEIGHT) EQUAL TO OR GREATER THAN I IS PRESENT, POSITIVE DESIGN LOAD SHALL NOT EXCEED+90 PSF. WHERE WATER INFILTRATION IS NOT REQUIRED, POSITIVE DESIGN LOAD NOT TO EXCEED+90 PSF. WK IRsp; ClPlar M. YKK AP America Inc. 12"- YIenAS ouuw, clowu11e11 n1 pnpnans 1.w:lt)nd1m1 2 2ofa C z Oz 0to ZW. 1Zi3c$#E_ Q yWa jR W o / auiW nL Hhi REMARKS BY DATE SIAIJ OFV: Q: 7M L eNY aua 0.wae rar[ m1z or .u111oau11o1 w anla FL N: FL16554 DATE: 9.17.18 SCALE: NTS DWG.#: YKK15St 3 Pape 3 of 16 1 N FR HE 101" MAX. FRAME WIDTH 944" MAX. D.L.O. W 1 183" MAX D.L.O. HEIGHT MAX. D.L.O. WIDTH 36 3/16" FOR IVLONO. GLASS P 0 3 F S R 10 1 I H 8 82 13/16" MAX. D.L.O. HEIGHT 8 AX. 1ME GHT 451' A G 6 6 7 ELItVA I IUIM It DOUBLE DOOR WITH TRANSOM ELEVATION E QUALIFIED LOCKING HARDWARE DESIGN PRESSURE SEE ELEVATIONS A-D FOR ALLOWABLE LOCKING HARDWARE SYSTEMS. NOTTO EXCEED 70/-90 PSF ELEVATION E NOTES: 1. FOR TRANSOM MULLION DETAIL R/10. A. DESIGN PRESSURE NOT TO EXCEED+70/-70 PSF WHEN INSULATED LAMINATED GLAZINGS ARE UTULIZED (MULL ITEM# 31). B. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE (1.A) OR THOSE FOUND ON SHEET 1 SHALL GOVERN. 2. FOR TRANSOM MULLION DETAIL S/20. A. DESIGN PRESSURE NOT TO EXCEED +70/-90 PSF WHEN INSULATED LAMINATED GLAZINGS ARE UTILIZED (MULL ITEM# 73). B. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE (2.A) OR THOSE FOUND ON SHEET 1 SHALL GOVERN. YKKIrClPsp YKK AP America Inc. tt» nnn..1 enn W W", G[MGM 1Ief1 nllmpnans rwa icnnv ml i tq 5 w C oy; ; i zOJr Z10 osl2WtpoO. Uj cOC" 58 w w a N o I 3. LESSER DESIGN PRESSURE OF THAT SHOWN IN TABLE ABOVE, OR THAT INDICATED I * S I ov V. IN CORRESPONDING TABLE FOR HARDWARE SHALL GOVERN. 4. MAX. DOOR SIZES FOR A GIVEN HARDWARE AS INDICATED IN ELEVATIONS A-D SHALL GOVERN MAX. SIZE OF ASSEMBLY. ASSEMBLY IS TO NOT EXCEED DIMENSIONS AS SHOWN IN ELEVATION E. 7M L DMeh tA01 L1G / i>• DMor dr AUMnrnan 170DirR 071t. eUnawftlTFL #: FL16554 DATE: 9. 17. 18 SCALE: NTS DWG. a: YKKISR 4 Pepe 4 011E Y 2' 4' MAX. FROM CORNERV S M 33' 3' 3 3' 3 3" 3' 51' MAX. FROM 444444 44 QQQ CORNERS 13j" MAX. O.C. 61' MAX. FROM CENTER OF DOOR ANCHOR LAYOUT FOR ELEVATION A TWO ( 2) LESS ANCHORS ARE REQUIRED AT HEAD & SILL FOR DESIGN PRESSURES OF +/- 60 PSF OR LESS. 2' 2" 4" MAX. FROM CORNERS 33' 3' 3 9' 3" Ir I I _ -M3,1AX. FROM off..' R J CORNERS y 14- MAX. 0 C. 1r 61' MAX. FROM CENTER OF DOOR r AAA 4AAAAAa6 aaa ANCHOR LAYOUT FOR ELEVATION B NOTE: ANCHORAGE OF CURTAINWALL MULLIONS UNDER SEPARATE APPROVAL YKK C1P°°'". mspbes YKK AP America Inc. rt» Nwr.n .rm oumw, crowu»mr rN r»1m•»S! Iwa rmm+ool 2a aW N J pQ RiF pW O C a yy 7lt 2i' 2Wj2Lu u Q H z E W I G iuW n Fy o fl t SIA OFTS V`* 0- 7M L DIiM1A fAW ILYD. I SY FL 9: FL16554 DATE: 9.17.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG. a: YKK158 SHEET: F9po 5 o176 1/2' MIN. EDGE DISTANCE MIN. 6063-TS ALUMINUM MULLION OR CURTAINWALL FRAME UNDER SEPARATE APPROVAL i i PERIMETER SEALANT BY OTHERS ' I1 F r 48 I O.A. 6 DOOR HEIGHT S. 6" EXTERIOR 1• 13 / 1/4• SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. PENETRATION BEYOND ALUMINUM STRUCTURE 3/8' MAX. SHIM SPACE SEE GLAZING OPTIONS SHEET 11 INTERIOR g VERTICAL SECTION 6 HEAD -ALUMINUM MULLION 13 / SEE GLAZING OPTIONS SHEET 11 EXTERIOR — INTERIOR O.A. MIN.SA- MIN. 7h• DOOR HEIGHT MAX. 10J' MAX.9j' EXTERIOR FINISH BY OTHERS 2X WOOD FRAME 1/2' MIN. EDGE DISTANCE 1/4• SELF -TAPPING INSTALLATION MIN. 18 GA. STEEL SCREW STUD BY OTHERS 3 THREADS OF MIN. SHEATHING . PENETRATION BEYOND BY OTHERS STEEL STRUCTURE S. EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY -a 3/8' MAX. SHIM SPACE 2] O.A. 48 DOOR g HEIGHT 47 23 S' SH' EXTERIOR INTERIOR 1 SEE GLAZING OPTIONS SHEET 11 VERTICAL SECTION 6 OHCC HEAD (OPTIONAL) - STEEL STUD SEE GLAZING OPTIONS SHEET 31 16" EXTERIOR INTERIOR 7 O.A. DOOR MIN. 9'j' MIN. 7 67 #14 X 1/2' PHSMS 1 'AS' HEIGHT MAX. 11 I' MAX. 9 29 TYPE a10 X 1/2• FHSMS 10• BOTTOM RAIL IS NOT TYPE "AS' j 30 SHOWN, BUT SIMILAR. 47 THRESHOLD ASSSEMBLY TO BE 27 18 SEALED PER MANUFACTURERS INSTRUCTIONS PERIMETER 24 3/8• MAX. SEALANT SHIM SPACE Y OTHERS 1 1/2- MIN. EMBEDMENT CONCRETE/MASONRY f ' •• 11/4' IN. BY OTHERS EMBEDMENT BY OTHERS ' ' #14 WOOD SCREW 3/4• N. INSTALLATION ANCHOR 21/2MIN. EDGE 1/ 4' ITW TAPCON EDGE DISTANCE SEE SHEET 7 FOR DETAILS OF DISTANCE INSTALLATION SCREW q VERTICAL SECTION AIR/WATERTHRESHOLD p VERTICAL SECTION WHEN USED WITH OPTIONAL 6 SILL - ZX WOOD FRAME THRESHOLD RAMPS. 6 SILL - CONCRETE/MASONRY AIR TIG47 THRESHOLD AIR/WATER RATED THRESHOLD YKK a p bR f 6mIRS YKK AP America Inc. ouwa GEaw zzmz rw pmzna»s .+ uzUwaroz 2 Z H j W aa 0¢ Re o> E 0 11it OZLLS s 0 h W W a a WWREMARKS BY DATE Eor ztit naewanon.nG Knr .,amG z. rmaauoma wuz Haan rn twaac 7 SIATt OF y: 0- 1[ ft mEi. O .YIIIOIQA701 M SIOA FL 4: FL16554 DATE: 9.17.18 DWG. BY: HKHFN SCALE: NTS DWG. A: YKKISR 6 P006 4 of 18 1/2- MIN. EDGE DISTANCE YKKCURTAINWALL UNDER SEPARATE APPROVAL PERIMETER SEALANT BY OTHERS w 11 1 8 48 O.A. 47 DOOR 8 HEIGHT S' EXTERIOR 1/4" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. I r PENETRATION BEYOND II 1 ALUMINUM STRUCTURE 1/4- MAX. SHIM SPACE INTERIOR SEE GLAZING nal OPTIONS SHEET 11 is E VERTICAL SECTION 7 HEAD -TYP.CURTAINWALLMULLION 1/2- MIN. EDGE DISTANCE YKKCURTAINWALL UNDER SEPARATEAPPROVAL I PERIMETER SEALA BY OTHERS — 8 18 22 O.A. 48 DOOR HEIGHT 6 S' 6' EXTERIOR 1/4" SELF -TAPPING INSTALLATION SCREW 3 THREADS OF MIN. II PENETRATION BEYOND I I STEEL STRUCTURE 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING OPTIONS I SHEET 11 1 13-,WWI F VERTICAL SECTION OHCC HEAD (OPTIONAL( TYP. CURTAINWALL MULLION SEE GLAZING OPTIONS SHEET 11 THRESHOLD ASSSEMBLY TO BE SEALED PER MANUFACTURERS INSTRUCTIONS 0 SEE DETAILS A/6 AND D/6 FOR FOLLOW MANUFACTURERS THRESHOD ANCHOR, EDGE ANCHORING REQUIREMENTS FOR G VERTICAL SECTION DISTAN ELAND EMBEDMENT THRESHOLD RAMPS 7 SILL - AIR/WATER THRESHOLD REQUIREMENTS WITH OPTIONAL THRESHOLD RAMPS WK PCI inspiRyiflSpoB,4 YKK AP America Inc. ftftw. 1ow1.11@1 M Nfp222•If1S tAI InU lblool 2 lJ 2 y o i l ioWQ zoW G it l QQ s i.c > W aWW y o ru SJAJJ OF Ve C 3w L w+. SAW lq. / aL nri cm. or wnac.2s . in>. FL 4: FL16554 DATE: 9.17.18 DWG. BY: CHI. BY: HR HFN SCALE' NTS DWG.a: YKK158 SHEET. 77 Pago 7 o118 1 1/4' MIN. 3 THREADS Of MIN.K EMBEDMENT 3/8' MAX. 3/8' MAX. PENETRATION BEYOND SHIM SPACE SHIM SPACE STEELSTRUCTURE a, CONCRETE/MASONRY INTERIOR INTERIOR MIN. 18 GA. . spn BY OTHERSNI 2S 25 STEEL STUD YKK AP America Inc. v29~.a ema CAULK BETWEEN--- CONCRETE/ 1 BY OTHERS MASONRY & 1X omuw crarun@1 1r•N7ep7rJe3e tAaeAgnNml WOOD BUCK BY OTHERS 10 1 14 16 1 10 1/4' FH SELF -TAPPING IX WOOD BUCK INSTALLATION SCREW Z 4747 h e BY OTHERS I• st e T 1/2' MIN. EDGE 8 j G a yyl f 2 1/2' MIN. EDGE / / 74DISTANCE 2 W %+ Z Y DISTANCE / j 2 W a c 11 # L Q rn OH A EXTERIOR SEE GLAZING EXTERIOR SHEATHING = Z to a > m 13 OPTIONS 15 BY OTHERS W = c 1/4' fH FTW TAPCON S^ 1' SHEET Il 1 S^ W a INSTALLATION SCREW LT 1D• EXTERIOR FINISH ;(x v rj$ BY OTHERS y EXTERIOR FINISH 2' 6 BY OTHERS O.A. BY 0 HERER SEALANT S REMARKS BY DATE O. A. 1 N DOOR PERIMETER SEALANT DOOR I WIDTH BY OTHERS WIDTH 1) HORIZONTALSECTION HORIZONTAL SECTION IAMB- CONCRETE/MASONRY 8 LAMB - STEEL STUD W Yel RII SIMYel0}g1OM10 v¢ • vn mwme7owe. wsruuno. maven 1eW M aa.YIYMItelleetDKelui.e uawYe c. meu a.eo n wu iar.a m vtac THREADS 3/ 8' MAX. 3/8' MAX. PENETRATION BEYOND `%%%% 1I I I r rNri 2,i 1 1/2- MIN. SHIM SPACE SHIM SPACE ALUMINUM STRUCTURE EMBEDMENT INTERIOR MIN.0063-TS ww 25 INTERIOR 25 ALUMINUM MULLION OR N . 7 7 14 WOOD SCREW UNDER ISE SEPARATEAPPROVAL * •: INSTALLATION ANCHOR S A OF 1/ 4' SELF -TAPPING i 2X WOOD FRAME 10 4 16 14 4 30 1, O,nO IpP;' tV ` BY OTHERS INSTALLATION SCREW 47 47 l/ " M - - Tl name r w v 3/ 4'-MIN. ( / / 1/2' MIN. EDGE tee a w OMDw aw / Me EDGE DISTANCE / DISTANCE owe euw n Slm1 J rtR CAMP .ueneuna w tan FLD. FL16554 EXTERIOR1S SEE GLAZING 13 EXTERIOR OPTIONS 1 SHEATHING BY 60 61 ,ZS. 13. SHEET 11 1• 4H' PERIMETER SEALANT BY OTHERS DATE' 9.17.18 OTHERS ' 3Z I6 DWG. BY: C.K. BY: EXTERIOR FINISH HR HFN BY OTHERS 2jSfl SCALE NTS 6!k2 ' PERIMETER SEALANT p•' A:O.A. BY OTHERS OR r-- DOOR I DWG.rr: YKK158 WIDTH WIDTH SHEET: HORIZONTAL SECTION HORIZONTAL SECTION o JAMB-2XWOOD FRAME IAMB - ALUMINUM STUD CONTINUOUS HINGE CONTINUOUS HINGE Pepe 0 01 IO 3 THREADS OF MIN. 3 THREADS OF MIN. t PENETRATION BEYOND 1/8" MAX 1/8" M,qX PENETRATION BEYOND K 6 ALUMINUM STRUCTURE ALUMINUM STRUCTURE SHIM SPACE SHIM SPACE g INTERIOR INTERIOR CIP 5 YKK CURTAINWALL __ ____ UNDER SEPARATE ---- — — — YKK CURTAINWALL UNDER YKK AP America Inc. APPROVAL r , j I SEPARATE APPROVAL DUIUKGGW rrm mI 11 I 1 11 M H>t17n.1fif rw yalo oI II I 63 14 16 63 I I i 47 47 I ljli 2 Z It O W d4 R II I 1 ) i II 1/2" MIN. EDGE O po 2 02 1/2• MIN. EDGE II I \ DISTANCE j O > ixSz DISTANCE I I I W N tD i II I LJZ_ I 2W 2 f''!IL_L UU , I I 2J C it Li SEE GLAZING SEE GLAZING el 4 R 1/4"x3" FH TEK 4 13 1 1 1/4"SELF TAPPING SCREW 1; OPTIONS OPTIONS = 2 y C m INSTALLATION SCREW XTERIOR EXTERIOR 1 S. INSTALLATION SCREW 60 61 SHEET 11 SHEET 11 l• 4H" 1" i_ r W PERIMETER SEALANT" 532 I _ c3A2i" PERIMETER SEALANT y BY OTHERS O O BY OTHERS REMARKS BY GATE O.A. rDOOR DOOR WIDTH WIDTH HORIZONTAL SECTION HORIZONTAL SECTION 9 JAMB• TYP. CURTAINWALL MULLION JAMB TYP. CURTAINWALL MULLION wr.m ulun.ouu m.m anrw •+wa CONTINUOUS HINGE 9 vn.. m mwmsfuw "mwum.mawn n10• M tldl f•xlrn0[IYID[xl WICYlrY ooxr. a •.omo ruu w[rw vn v.oc PART# E2-0093,ITEMIsSS, MUST BE E2-0093 USED IN PLACE OF E2-0087, ITEM IJ 53, SEE DETAILS A & B, PAGE 6, FOR INTERIOR WHERE WATER INFILTRATION 2 x 5/16" FLAT BAR & 19 fig ATTACHMENT OF MULLION TOQO RESISTANCE ISREQUIRED2x3/4 x 0.120 FORMED TUBE HEAD AND SILL E1-0197) * N 7 7 SA Of D: 16 2 53 ; 14 i n O IOP• •' At 14 2 53 41 3 14 i , O L Io6kt p w.i L` ROImAP H. 777" 1 ) 48 1 ) xw L w.• L1 01 l C 1 1L not WIWOWA311WM ft !qn St FL p: EXTERIOR F L16554 SEE GLAZING 15 13 SEE GLAZING OPTIONS OPTIONS 13" 1 SEE GLAZING DATE: 9. 17.18 S. S" ]" SHEET 11 SHEET 111" S' S. 1" OPTIONS DWG. BY: CHK. BY: 12" SHEET II HR I HFN SCALE: NTS L HORIZONTAL SECTION O HORIZONTAL SECTION DWG.SI: YKK158 9 MEETING STILES \V MEETING STILE W/REMOVABLE MULLION SHEET: CO) P. B• 9 of 16 1/4" ITW TAPCON 21/2" MIN. EDGE FINSTALLATION SCREW DISTANCE 1 1/4• MIN. EMBEDMENT SHIM SPACE SEE GLAZING OPTIONS SHEET 11 VERTICAL SECTION TRANSOM HEADER SEE GLAZING OPTIONS SHEET 11 ING R VERTICAL SECTION qw ONCC MULLI SEE SHEET 4 FOR DP LIMONRATIONS INTERIOR STOREFRONT UNDER SEPARATE APPROVAL Ir I, 1 14 1 47 it i 1 y1I li it 1 11 SEE GLAZING OPTIONS SHEET 11 EXTERIOR HORIZONTAL SECTION qw VERTICAL MULLION STOREFRONT SYSTEM 5 S VERTICAL SECTION STANDARD TRANSOM MULLION SEE SHEET 4 FOR DP LIMITATIONS ING YKK Is ;. YKK AP America Inc. I)1 MMR YI h?.5 WIIIM.4rMW)1011 M.Hmtn•IlSS fAl•1[!)µLlml 2 z a 2W st ?oil I CoomtuW C w a WW6ry n REMARKS BY DATE 3 IAOF Vr M L 0u WA01 RM. 1D nw CM OF AUMAUMM - Mn FL N: FL16554 DATE 9. 17.18 DWG. BY: CH K BY: HR I HFN SCALE: NTS DWG.N: YKK15R l O Page 10 of to EXTERIOR MISSILE LEVEL E GLASS TYPES LARGE & SMALL MISSILE IMPACT 9/16' O.A LAMINATED GLASS: 1/4" HEAT STRENGTHENED GLASS, 0.180" SENTRYGLAS BY KURARAY PREVIOUSLY KNOWN AS DUPONT) 1/4" HEAT STRENGTHENED GLASS INTERIOR I i DOW CORNING 995 9/16' GLASS BITE GLAZING DETAIL A WET GLAZED) 1" O.A. INSULATED LAMINATED GLASS: 3/16' FULLY TEMPERED GLASS, 5/16' AIR SPACE, 3/16' HEAT STRENGTHENED GLASS, 0.180' SENTRYGLAS BY KURARAY PREVIOUSLY KNOWN AS DUPONT) 3/16" HEAT STRENGTHENED GLASS EXTERIOR I I INTERIOR DOW CORNING 995 3/4" GLASS BITE 1 ) S1 GLAZING DETAIL Al WET GLAZED) 9/16' O.A. LAMINATED GLASS: 1/4- HEAT STRENGTHENED GLASS, 0.180" SENTRYGLAS BY KURARAY PREVIOUSLY KNOWN AS DUPONT), 1/4" HEAT STRENGTHENED GLASS EXTERIOR INTERIOR 50 15 / In 9/16" GLASS SITE 52 GLAZING DETAIL A DRY GLAZED) GLAZING NOTES: 1. GLASS TYPE AND THICKNESS COMPLY WITH ASTM E13DD REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING REQUIREMENTS PER THE FBC. THICKNESS, TEMPER, AND SAFETY GLAZING REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS. 2. SETTING BLOCK DUROMETER HARDNESS OF 70.90 (SHORE A) AS REFERENCED IN FBC CHAPTER 24. 3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36' AS PER FBC CHAPTER 24. AIR SPACE CONSISTING OF: SPACER: ALUMINUM BOX SPACER. PRIMARY SEALANT: POLYISOBUTYLENE (PIB). SECONDARY SEALANT: STRUCTURAL SILICONE INTENDED FOR FABRICATION OF INSULATING GLASS UNITS. YKKjawaIsp YKK AP America Inc. 2"~ YI Ms OMWN,0W90M91021 wP147MM19i1 F-OCA W4001 2 i eyp/ j Z) tu 00 — SOW Lij > p> aW zw z z 2 all W I WW N a E SIAX OF Vr a ar c oae+ a atr O ". OFOF Aryana w SO" FL 4: FL16554 DATE: 9.17.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DwG.a: YKK158 11Ppo 11 o116 1 SS" 9 3/8.16 x 5/8 SO CAP SCREW (2) PE 1 1n• 2 I 5/16" s/16' 5356 5/16" 13 16 n FC-1016(2) 1 - i l0 x l" FHSMS TYPE AB 1u u1u H-- S/16" 1 i 1.500• 3/8.16 x 5/8 SOCKEI SCREW (2) Pi DOOR CORNER DETAIL 1 HEAD - TYPICAL CKET HEAD R CORNER 13/16" FC-1016 (2) lox 1" FHSMS TYPE AB 5/16" 5/1 9d 1 1/2" 2 DOOR CORNER DETAIL 2 SILL - TYPICAL YKK ap. gymspw- YKK AP America Inc. ISMMM Y1 mAVU DU". G10xGM Sims n i0s) -lm 1-1671=14M 2 2 N Gi Nd ¢ > a 7O 0!11$ W W 2W p C'E u Q y a 8 i M>t Wi o / aWW h a a s1Ay of gr IulVAL r1MURC D.o MOM30, x nw CM. or wRCOUTM w Mn FL N: FL16554 DATE: 9.17.18 SCALE: N 15 oWG.a: YKK158 12 Pps 12 o118 FRAME CORNER DETAIL 1 HEAD - TYPICAL FRAME CORNER DETAIL 2 SILL - TYPICAL YKK ClP m YKK AP America Inc. va w..n smsa ousuw.o oirssslml nrasspn•»s Ewa smosal 2A qW a o4ea Q y f mg WW O / a Xry u REMARKS BY DATE 3i 2E SIA;YOF Vr L ON @DM. lq. 13I DIiM SAOI M1 1100i W W". OF WnMMUN IM M78 FL M: FL16554 DATE: 9.17.18 DWG. BY: I CHK. BY: SCALE: DWG. a: 13 Page 13 of le SOH DOOR BILL OF MATERIALS ITEM. TART. DESCRIPTION MATERIAL MANUFAMRER 1 1"234 ROOT Sll1E 6063-TS TAX A 2 E90T41 MEETINGSIISE 6063•Ts rKR A 3 190240 MEETINGSTILE Gm-n TAR A A W42 cownwOUSHING[STILL 6063-TS VKK A S E902S1 LG. Y BOTTOM RAR. 60634S YKX A 6 E9-02Y I TOP RAN. 6063-TS VAR A 7 E9023S MONO or BOTTOM BAIL 6063-TS YKK A a Em" MONO TO RAIL 6063-TS rKKA 9-0227 SHEAR Cup 6063-TS YKK A 10 E90504 DOOR IAMB 4063.15 I" AP 11 E90S01 D0011 MAD 6063-TS YKK A 12 E94487 I THRESHOLD 6063-TS TAR A 13 E902SS I EMAIDA GLASS STOP 6063-TS VKK A 14 90251 IG MRAIORGIASSSIO 6063•Ts YAK Al 1S EM25 MONO EXTERIOR GLASS STOP 6063-T3 YKK A 16 E5-0226 MONO INTERIOR GLASS STOP 60H-T5 YKK A 17 E94SIO HINGE BAU PLATE 6063-IS VAR A 18 1240067 DOORSVREr GASKET 600.15 TAR A 19 EI-0197 REMOVABLE MULLION REIM. 6063-TS rKK A/ m E2409S SETTING BLOCK 6063-TS VKKA 21 EI-037D SHEARBLOCK 6063•IS VKK A 22 I M20 ONCC DOOM HEAD 6063.75 YAK A/ 23 190219 1 ONCE DOOR STOP 6063.15 TO A/ 24 E9-061! SILL IIASI5 6063.75 TAR A 2S E90614 MT FILLER 6063-TS rKKA 26 9.0231 LOCK BAY 4063.Ts TKK A 27 E94503 THR[SIHRDATTACHM[NT 6063-IS VAR A 22 El-0502 THRESH= 606 TS rKR AP 29 E!-01.7 DOOR SWEEP BAY 606YTS VKK A 30 190348 DOORSWEE COV[R 6063•TS TAR A 11 E9-052I IG OHCCTRANSOMBAR 6063-TS VKKA 32 3334 1 EI-0311 I 64CXERPLATE STEEL 3S E1-0312 1 BACKER PLATE STEEL 36 11-035I IOINT Clip 6063•IS VAR A 31 E1-0353 LOCK BAY 6063-TS TAX A 32 E I-0357 HINGE BACK M7[ 6063-TSTKK A/ 39 EI-03B1 JOINT CUP 6063.15 1KA A/ 40 EI-1050 END DAM 6OL3-TS 41 E1.1056 THREs11011CUr STEEL 42 E14068 FLAT FILLER 606175 YU A 43 1I.3001 SHEAR BLOCK 6063.75 VARA/ Y 1.3001 IAMB MCI= 6063-TS TO A AS 1 EI.3006 ANCHORSLEEVE 6063-TS TAX A Y EI.3039 MULWNAN01011 606YTS VKK A 47 E2-0DSIAH"IGHT GASAET PVC 48 124M WEATHERSTRO' roLVRIOPLENE 49 E24063 TOM So E2-001T F=BLOCK FKTfR1011 GASAEI EFOM SI E2-0015 SFACIRGASAET KE OM S2 E200K SETTING BID" N. 3 E240117 W[AINERSTRI FOLY RO"UN[ 54 E24M INT[RIORGASKET DMS ONGF SS 1 E2-0093 ASTRAGAL GASKET SMICONE 56 1 K•1016 I FIT WAS STEEL 57 1 SM.3810 1 SHCA SEREW STEEL SB I K•1216 MSMS STEEL 59 K-IMB H 5A11 57F[t f0 I IMD I CONTINUOUS HINGE SELECT 61 710226111) COHIINUOIK HINGE HAGfR•ROTON 62 1 811191•SS I Sum HINGES STAINIESSSTEEL MAGER 63 1 AS•3180 I C W. WAB SUBFNAMI 6063.76 ra A 66 E90SIf THRESHOLD RAMP PIECE 01 606i•76 TAX A 65 E9M12 THRESMOLDRAM RICE.2 6063.76 VKK A f6 E9-0513 THRESHOLD RAMP PIECE 03 6063-T6 TAX A 67 EM33 1 10- BOTTOM RAIL MONO. 6063-TS TKK AP 68 E902S2 1D-BOTTOM RAII ING 6063•IS VKA A 65 E9-0522 REMOVABLE MULLION 6063-TS VAR A 70 E9-0651 I.G TRANSOM HEADER 6063.7S TO A 71 7273 E9M17 I G TRANSOM MULLION I 6063-TS TAX Al OPIVOT STILE 6063- TS 0. 126' 2. 374" OCONTINUOUS HINGE STILE 4 6063-TS 0126" E4' 4. 903" --i O7 MONO.8" BOTTOM RAIL 6063- TS 8. 000" ----I T 0. 126' 0. 126' 2. 350' 1 ODOOR JAMB 10 6063-TS 0. 165' S. 000" 2. 500" I - OMEETING STILE 26063-TS 0. 254" II 2. 374" F ^ S.000- OI. G. 8" BOTTOM RAIL 56063-TS i IT 0. 126' 0. 126" L.350' 1 8 MONO. TOP RAIL 6063- TS 4 2.350" F 5. 811" 0. 126' ODOOR HEAD 11 6063-TS 1- 4.969' 3. 000' 0.094" L. YKK O MEETING STILE C1P 36063-T5 mspiRs 0. 189" YKK AP America Inc. 1229 HYR.1 ROAD OWu.. 6EOM431021 FH. N1.D7/•1rif FAAI67gn14001 2. 374' O Q W Cil DlM I. G. TOP RAIL ?gam m z 66063-TS j 2Q W all" t 7 1 2.350' I--- Q C h i -, I W = Y m h f o ` a Wp . uW u n H 1-y n 6. 000' REMARKS BY DATE 0126' 9 GWr M01 NR[n AnNN mNp110M1FO1 AFRO SHEAR CLIP MIE+f111 MYlY1CM01 i101NMTD+mOIW'. 6063- TS inwonnN°niuM`HnuuN+'iLAVL iNM1"L 0. 189' ````TENunEN3E i T_ :... , 1. 92S' I I S N 7 7 1. 591' p' S A OFAu 212 460132T AIRTIGHT THRESHOLD 4 S00 r_- I 0. 110" 0.5 30 L OAMAB 2 L OANABTACHBLW. 1374 not C[RT. OF AL/R.}RATRM NA 3T078 FL 9: FL16554 DATE: 9.17.18 DwGH RCH H BY: SCALE: NTS DWG.#: YKK158 SHEET. l4 Papa 14 of 16 OI.G. EXT. GLASS STOP136063-TS 0.047" 1.126" 0.675' OHINGE BACK PLATE176063-TS 14 I.G. INT. GLASS STOP 6063•TS OMONO. EXT. GLASS STOP156063-TS 0.047" 40.937r I - 0.675" OREMOVABLE MULL. REINF. O SHEAR BLOCK196063-TS 21 6063-TS 2.000• r 8.000" o.1xozs13^ J OOHCC DOOR STOP O SILL FLASHING 236063-TS 24 6063-TS 1. 984' 0. 125" ==i I 1. 312" 28 6063-Ts THRESHOLD 2. 500" 0. 063" I 5. 252" ODOOR SWEEP COVER 296063-TS OMONO. INT. GLASS STOP 6063- TS 0. 047" 0. 969. 0. 675" OOHCC DOOR HEAD ZZ6063-TS 4. 747" 0.879" 0. 126" - OFLAT FILLER 25 6o63•TS 3. 898" 0. 063" 0. 886' 0. 188' ODOOR SWEEP BASE 30 6063-TS 5. 323" --I i J_ 0.275" 0. 110" o.so4" o. oa7• o. s7s• o.oss• 0. 255" 1. 014" J j 2. 907' 2.500 ' 0. 094" 26 LOCK BASE 27 THRESHOLD ATTACHMENT 6063- TS 6063-TS TYPICAL WALL THHIICKNESS:. 118" T 0. 509" 0.141" 2. 028' 3.512" 0. 218" 1. 248" OI. G. OHCC TRANSOM BAR 316063-TS 0. 094' 1 OC. W. IAMB SUBFRi 636063-TS 0. 094" s 000" 0. 7S0• -I I-- YKK OMONO. EXT. GLASS STOP 156063-TS 0. 047" 4 0.937r I - 0.675" OREMOVABLE MULL. REINF. O SHEAR BLOCK 196063-TS 21 6063-TS 2. 000• r 8. 000" o. 1xozs13^ J OOHCC DOOR STOP O SILL FLASHING 23 6063-TS 24 6063-TS 1.984' 0.125" == i I 1. 312" 28 6063- Ts THRESHOLD 2.500" 0.063" I 5. 252" ODOOR SWEEP COVER 29 6063-TS OMONO. INT. GLASS STOP 6063-TS 0.047" 0.969. 0.675" OOHCC DOOR HEAD ZZ 6063-TS 4.747" 0.879" 0.126" - OFLAT FILLER 25 6o63• TS 3.898" 0.063" 0.886' 0.188' ODOOR SWEEP BASE 30 6063- TS 5.323" -- I i J_ 0. 275" 0.110" o.so4" o.oa7• o.s7s• o.oss• 0.255" 1.014" J j 2.907' 2.500 ' 0.094" 26 LOCK BASE 27 THRESHOLD ATTACHMENT 6063-TS 6063-TS TYPICAL WALL THHIICKNESS:.118" T 0. 509" 0.141" 2.028' 3.512" 0.218" 1.248" OI.G. OHCC TRANSOM BAR 31 6063-TS 0.094' 1 OC. W. IAMB SUBFRi 63 6063-TS 0.094" s 000" 0.7S0• - I I-- YKK C1P 015• Om08" YKK AP America Inc. Tz»N . n GI"A4 OuO .GtoRiA 3=1 N..I.) O)17)•1fSS rAC R>/IWlOOI 2 ZA Opp 0, 1 1w O p W o ig 011H UJ zLS all t7 O O W m y w W X Xy dI t 8l Y' OF Ve 0= s* L " NA M.A. K 1 1» D NEAM R ]100i W UMT OI AVMOIQMM N" MM FL #: FL16554 DATE 9. 17.18 SCALE: NITS DWG• n: YKK158 SHEET' s Ppe 15 of 10 11 41 THRESHOLD CLIP STEEL 0.105• I T o0F(r 0 E:::t3.125- OTHRESHOLD RAMP INT./EXT. PIECE #3666063-TS 3.185' 0.110" 1.500• 7 OREMOVABLE MULLION 69 6063-TS TYPICAL WALL THICKNESS:.12S- 2.31V 3.375' 0.125' OTHRESHOLD RAMP INT./EXT. PIECE #1 O THRESHOLD RAMP INT./EXT. PIECE #2 64 6063-TS 65 6063-TS 7.500" 0.310' 0.627" O10" BOTTOM RAIL MONO. 67 6063-TS 10.000• --I T 2.335- 0.126• 1 OI.G. TRANS. HEADER706063-TS T 0.079" 2.500- LI 4.969" 7.685' 0.110" 1.250" O68 10" BOTTOM RAIL INS. 6063-TS 10.189, 2.350' 0.126' OI.G. TRANSOM MULL736063-TS 2.S00' u.094• FIT I I 4.969' { YKK 6 spo . M YKK AP America Inc. rtr "w+.n mAa ouaw.cca -07106nInM1N7g1n•IfSS fAll'H0Y1 Z Z xOlj 2WW. i zsst4all W oG W WWAA n m vn mrmmrAw.mAUAis mm tp nLL pOq[AYMROIIYtOMtlr• AI011 amarAa AIIMII[19W1 nnAa vn f Mama-```1111111I'',' E p N 7 7 S A OF 0' M L DAMA WI OL I iM YA11A [Aol R ].)OW oa1 a wrnraolAna . 1»0 FL p: FL16554 DATE: 9.17.18 SCALE: NTS DWG.a: YKK158 SHEET: 16 Pops 18 o118 6, r ol 4'% Duncan, Hope From: Duncan, Hope Sent: Monday, October 01, 2018 11:39 AM To: 'bill@ackalarchitectss.com' Cc: Delmundo, Rey Subject: Permit 18-3995 for 2670 S Orlando Dr Attachments: General WW Discharge Survey June 2018.docx Importance: High Good Afternoon: The City's Pretreatment Coordinator, Rey Delmundo reviewed the plans for this project and has some comments/questions. Please complete and submit the attached general wastewater discharge survey directly to Rey Delmundo. Please also submit all MSDS's of chemicals that will be used onsite. Please also submit a general description of the plasma processing room. There are two floor drains in the room. What has the potential to be discharged down these floor drains to the City's sewer system? Please contact Rev Delmundo directly at 407-688-5000 extension 5513 with any questions. You can also contact him via email as he copied here. This information must be submitted prior to permit being cleared and there may be revisions required based on information submitted. Thank you, Hope Duncan Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 p: 407.688.5000 ext 5512 c: 407.416.3367 f: 407.688.5096 j CITY OF SANFORD