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900 French Ave 17-3498; ADDITION & RENOVATION
C CITY OF SANFORD 2017 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: q qU Documented CoC tYuction Value: S 1• I'1 1 Parcel ID: , -- i'g3o " 5 U - i'IOq - d0 ( Type of Work: New N Addition Description f Work: Plan Review Contact Person: Rodney Jones Phone: 407-349-9615 Fax: 407-349-2615 Name Adept Consulting Inc Historic District: Yes No Residential Commercial Chan e of Use Move 1 /1 . G I-- AM Title: President Email: Rodney@rwjonesconstruction.com Property Owner Information Phone: Street: 900 French Ave, Sanford, FL 32771 City, State Zip: Name R.W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Geneva, FL 32732 Resident of property? : Contractor Information Phone: 407-3494q&-IT Fax: 407-349-2615 State License No.: CBC1250390 Archit cVEngineer Information Name: Cir ' /'G r ems- u,— d Phone: Street: S e5 r Fax: City, St, Zip: r let& J e;J f Ebl--mail: G c C h e Bonding Company: Mortgage Lender: t 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. M 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, poolsq furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 W Permit APPlication \ ( go - - . 79 I 5 ra-k NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SignAture ofw—er/Agent Date Sign a ontr for/Agent Date Print Owner/Agent's Name Print Contractor/Agent's N 14, In Dwu 11 ignature of Notary -State of Flori Deneha RD>teei.ink ignature of Notary -State of Florida DD t NOTARY PUBLIC QMy. Deneha RuYh nk S STATE OF-rLORIDA NOTARY PUBLIC C;omrr# FF937222 STATE OF FLORIDA E 1 Expires 8/24/2019 Comm# FF937222 kcE 1 . Expires 8/24/2019 Owner/Agent is Personally Known to Me or Contractor/Age t is Personally Known to Me or Produced ID V Type of ID Produced IDS Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application INSPECTION SEQUENCE BP# 17-3498 ADDRESS: 900 French Avenue BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback 10 Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough Firewall Screw Pattern 70 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELE'CTRICAI 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 Ins ection Description Rough Plumb 10 Plumbing Underground 20 Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014 10/6/2017 SCPA Parcel View: 25-19-30-512-1109-0010 Property Record Card Aavio bt ssdn'CFn Parcel: 25-19-30-512-1109-0010 Owner: ADEPT CONSULTING INC ccxbx Property Address: 900 FRENCH AVE SANFORD, FL 32771 Parcel Information Parcel 25-19-30-512-1109-0010 Owner ADEPT CONSULTING INC Property Address 900 FRENCH AVE SANFORD, FL 32771 Mailing 1922 WINGFIELD DR LONGWOOD, FL 32779-. Subdivision Name MARTINS ADD A C Tax District S4-SANFORD-17-92 REDVDST DOR Use Code 27-CAR REPAIR Exemptions Value Summary s___--__ 2017 Working 2016 Certified Values I Values Valuation Method ! Cost/Market Cost/Market Number of Buildings 2 2 Depreciated Bldg Value $30,449 31,733 Depreciated EXFT Value ( $4,079 4,079 Land Value (Market) $91,845 90,561 Land Value Ag ;- Just/Market Value i $126,373 126,373 Portability Adj i Save Our Homes Adj $0 0 1 Amendment 1 Adj $0 0 P&G Adj ._$0 0 Assessed Value $126,373 126,373 Tax Amount without SOH: $2,533.22 2016 Tax Bill Amount $2,533.22 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOTS 12 & 3 BLK 11 TR 9 A C MARTINS ADD PB 1 PG 98 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 126,373 0 126,373 Schools 126,373 3 0 126,373 City Sanford 126,373 ! 126,373 SJWM(Saint Johns Water Management) 126,373 0 ' 126,373 County Bonds 126,373 0 126,373 ales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 1 6/1/2017 08928 3 0034 1601000 Yes Yes I Improved I ImprovedWARRANTYDEED1/1/2017 E08 697 11612 95,000 j5/1/2016 -- f 1 89 000WARRANTYDEED No I Improved WARRANTY DEED 6/1/2002 04448 1975 200 000 No i Improved Find Comparable Sales i Land Method Frontage Depth Units Units Price Land Value 1 SQUARE FEET 0.00 1 0.00 18369 5 00 $91,845 Building Information- Description TYear Built Stories Total SF Ext Wall Adj Value Repl Value Appendages I i I http://parceidetail.scpafl.org/Parcel Detail Info.aspx?PID=25193051211090010 1/2 Job Address: 900 French Ave Parcel ID: Jq 3d " FJ Type of Work: New N Addit Description f Work: CITY OF SANFORD r 5 6 t BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: q8 Documented Construction Value: $ C 0010 Plan Review Contact Person: Rodney Jones Phone: 407-349-9615 Fax: 407-349-2615 Historic District: Yes No Residential Commercial,& Change of Use Move L 7-z) /Ne Gi Title: President Email: Rodney@rwjonesconstruction.com Property Owner Information D Adept Consulting IncName Phone: Street: 900 French Ave, Sanford, FL 32771 Resident of property? City, State Zip: Name R.W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Geneva, FL 32732 Contractor Information Architect/Eni F Name:V / Gi ; Street: S GAPS r ! City, St, Zip: r zt & I P• Bonding Company: Address: Phone: 407-349L qc- IT Fax: 407-349-2615 State License No.: CBC1250390 ineer Information / Phone: , 7l / z?—`3C-3 TJ Fax: 7 E-mail: de— < CO h e Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit ( TJi t - NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SignAture of rer/Agent Date Print Owner/Agent's Name 4t,& lw iz- i /I--7 gignature of Notary -State of FloriO,FExpires Denem RDIIDd_ink NOTARY PUBLIC STATE OFFLORIDA c;omrrrl#FF937222 8/24/2019 Owner/Agent is Personally Known to Me or Produced ID Type of ID 40C J& J& - - ignature of Notary -State of Florida thnk try Deneha Ru NOTARY PUBLIC L STATE OF FLORIDA r Comm# FF937222 kCE A Expires 8/24/2019 Contractor/Age t is Personally Known to Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min, Occupancy Load: # of Stories: New Construction: Electric # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads. Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:— COMMENTS - Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5152 DATE: V7P RMIT NUMBER: BUSINESS/ PROJECTJ,VAME: j? n f_._ ADDRESS: CONTACT NAME:, PHONE: ® l PLAN REVIEW INFORMATION J CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ J HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: [ ] YES [ ]NO TOTAL FEES: PrY C! bM_o/ Job Address: 900 French Ave Parcel ID: Type of Work: New N Additia Description 99f Work: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3q qa Documented Construction Value: $ ' 1 (, Q a 00( 0 Altera ion Repa'r Plan Review Contact Person: Rodney Jones Phone: 407-349-9615 Fax: 407-349-2615 Historic District: Yes No Residential Commercial,, Chan e of Use Movve Title: President Email: Rodney@rwjonesconstruction.com Property Owner Information Name Adept Consulting Inc Phone: Street: 900 French Ave, Sanford, FL 32771 City, State Zip: Name R.W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Geneva, FL 32732 Resident of property? : Contractor Information Architect/ En, F Name: ' /' G Street: ( S &N es City, St, Zip: r zt a Bonding Company: Elk Address: Phone: 407-3494 c IT Fax: 407-349-2615 State License No.: CBC1250390 ineer Information Phone: ` 3 r 3 fi. Fax: E- mail: Gies C J11 2 <l y 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: 5" Edition (2014) Florida Building Code on Revised: June 30, 2015 Permit Application' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencie§,`or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. An 00 SignAture o wner/Agent Date Signa on ctor/Agent Date Pei Print Owner/Agent's Name f Print Contractor/Agent's N ilw I Z fi1 l IA1&/ ignatwe of Notary -State of Flori Deneha RoRkink ignature of Notary -State of Florida Denim RutRftfnk NOTARY PUBLIC Wy STATE OFF LORIDA o NOTARY PUBLIC C;ornm# FF937222 " STATE OF FLORIDA CE 1 Expires 8/24/2019 Comm## FF937222 s kCE 1Expires 8124/2019 Owner/Agent is Personally Known to Me or Contractor/Age t is Personally Known to Me or Produced ID Type of ID Produced l Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min, Occupancy Load: New Construction: Electric # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads. UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ` 7 BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3q C5 Documented Construction Value: $ ' 1 Y(' Q 6( e Job Address: 900 French Ave Parcel ID: 25 19 30 " 5 0 V Type of Work: New N Addit Description of Work: S itom( , Plan Review Contact Person: Rodney Jones Phone: 407-349-9615 Fax: 407-349-2615 Name Adept Consulting Inc IN] Historic District: Yes No Residential Commercial,& Chanee of Use Move n Wiz) N Gt Title: President Email: Rodney@rwjonesconstruction.com Property Owner Information Phone: Street: 900 French Ave, Sanford, FL 32771 City, State Zip: Name R.W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Geneva, FL 32732 Resident of property? : Contractor Information F Name: t v Street: J City, St, Zip: 42 r14&d Bonding Company: oz uk Address: Phone: 407-349L g6-IT Fax: 407-349-2615 State License No.: CBC1250390 ineer Information r Phone: Fax: E-mail: Gies CO h e— 19 l' y 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 10" v Signature o1vwner/Agent Date Signa ontr ctor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's N ignatu re of Notary -State of Florid Deneha RDWeLinkc tignature of Notary -State of Florida Deneha R t nk NOTARY PUBLIC P STATE OF FFLORIDA o NOTARY PUBLIC z Gomm* FF937222 L STATE OF FLORIDA El Expires 8/24/2019 Comm* FF937222 kCE A Expires 8/24/2019 Owner/Agent is Personally Known to Me or Contractor/Age t is Personally Known to Me or Produced ID ' Type of ID Produced 1 Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric # of Amps, Fire Sprinkler Permit: Yes No # of Heads. APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: /-/ /, WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision y City of Sanford Response to Comments Building & Fire Prevention Division r, JAN Ph: 407.688.5150 Fax: 407.688.5152 131(: Email: building@sanfordfl.gov Permit # /7- 3 `L U Submittal Date v//dl y c Project Address: Q I ". A Contact: go can Ph: 4c % ` (r c ' Fax: Email: p ` D 0 QD Tra; Builmdinpga enssed in revision: General description of revision: r 4(n I*K5 --- cGwtvuck+S Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: January 22, 2018 Project: Renovation Contact Person: Rodney Jones Job Address: 900 French Avenue Contact Phone Number: Application Number: 17-3498 Contact E-mail: rdney rwjonesconstruction.com Contact Fax Number: ARCHITECTURAL Plan revisions submitted 1/11/2018 1. No comment. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. Sheet E-300, Service Riser. Section230.42 (B). Non grounded conductors cannot be less than the rating of service disconnecting means. 2. Submit two sets of revised riser diagrams. They can be emailed to me. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner 230.42 ARTICLE 230—SERVICES 4) Aluminum or copper -clad aluminum without individual insulation or covering where part of a cable assembly or identified for underground use in a raceway, or for direct burial. 5) Bare conductors used in an auxiliary gutter. 230.42 Minimum Size and Rating. A) General. The ampacity of the service -entrance con- ductors before the application of any adjustment or correc- tion factors shall not be less than either 230.42(A)(1) or A)(2). Loads .shall be determined in accordance with Part III, IV, or V of Article 220, as applicable. Ampacity shall be determined from 310.15. The maximum allowable current of busways shall be that ,value for which the busway has been listed or labeled. 1) The sum of the noncontinuous loads plus 125 percent of continuous loads Exception: GroundertcondzsctoA, aarenotconnecte"styPsxuramp anovercur"'-'`ren%`d vzce-r a lopemrttec be sizeZ a IiOD ernerve toff' eonttri" o'syancinoZofiniiusloaaP,#.:ash.,.e., ...x4<,a_w.s..ia..isuus-;z.:tv :.t nia.t3s?sila+r,,:a.::aas..e a'„d:...._Y, 2) The sum of the noncontinuous load plus the continuous load if the service -entrance conductors terminate in an overcurrent device where both the overcurrent device and its assembly are listed for operation at 100 percent of their rating B) Specific Installations. In addition to the requirements of 230.42(A), the minimum ampacity for ungrounded con- ductors for specific installations shall not be less than the rating of the service disconnecting means specified in 230.79(A) through (D). C) Grounded Conductors. The grounded conductor shall not be smaller than the minimum size as required by 250.24(C). 230.43 Wiring Methods for 600 Volts, Nominal, or Less. Service -entrance conductors shall be installed in accor- dance with the applicable requirements of this Code cover- ing the type of wiring method used and shall be limited to the following methods: 1) Open wiring on insulators 2) Type IGS cable 3) Rigid metal conduit 4) Intermediate metal conduit 5) Electrical metallic tubing 6) Electrical nonmetallic tubing (ENT) 7) Service -entrance cables 8) Wireways 9) Busways 10) Auxiliary gutters 11) Rigid polyvnyIchloni3e conduit 12) Cablebus 13) Type MC cable 14) Mineral -insulated, metal -sheathed cable 15) Flexible metal conduit not over 1.8 In (6 ft) long or liquidtight flexible metal conduit not over 1.8 In (6 ft) long between raceways, or between raceway and ser- vice equipment, with equipment bonding jumper routed with the flexible metal conduit or the liq- uidtight flexible metal conduit according to the provi- sions of 250.102(A), (B), (C), and (E) 16) Liquidtight flexible nonmetallic conduit 17) High"densttyjgglyethylepeconuit (HOPE) 18) Nonmetalhc, underground conclult,wthcon7uctor REM 19) Reinforced therrnosetting}resin condutt (RT tC) 230.44 Cable Trays. Cable tray systems shall be permitted to support service -entrance conductors. Cable trays used to support service -entrance conductors shall contain only service -entrance conductors gjy# j net t they old 1) tlI peSEcable 2) T}j e4M rm mile 3) p, 7,- I cab e 4) T eIG 'able 5) STlgle`t1rinoaic insulatcoil uCrors %O dd aff ed labels withutheywor iig„`Serv:ce E'n rf `ace Co i ulstaIlahon atl place`Td so that the servlce,entrance`coil uc torst are able'`to`be` xea zly`frace thougli the=entueTe" ng' of, the; cable, trays Exception: Conductors, other than service -entrance con- ductors, shall be permitted to be installed in a cable tray with service -entrance conductors, provided' a solid fixed barrier of a material compatible with the cable tray is installed to separate the service -entrance conductors from other conductors installed in the cable tray. 230.46 Spliced Conductors. Service -entrance conductors shall be permitted to be spliced or tapped in accordance with 110.14, 300.5(E), 300.13, and 300.15. 230.50 Protection Against Physical Damage. A) Underground Service -Entrance Conductors. Under- ground service -entrance conductors shall be protected against physical damage in accordance with 300.5. B) All Other Service -Entrance Conductors. All other service -entrance conductors, other than underground ser- 70-82 NATIONAL ELECTRICAL CODE, 2011 Edition 310.15 ARTICLE 310 —CONDUCTORS FOR GENERAL WIRING Table 310'r15(B)(1 (formerly Table 310.16) Allowable Ampacities of Insulated Conductors Rated UUpto andIiic1"uding 2000 Volts, 60°C Through 90°C (140°F Through 194°F), Not More Than Three Current -Carrying Conductors in Rac ay, Cable, or Earth (Directly Buried), Based on Ambient Temperature of 30°C (86°F) Temperature Rating of Conductor [See Table 310.104(A).] 60°C 60°C (140°F) 75°C (167°F) 90°C (194°F) 140°F). 75°C (167°F) 90°C (194°F) Types TBS, SA, SIS, FEP, FEPB, MI, RHH, RHW-2, Types TBS, SA, THHN, THHW, SIS, THHN, THW-2, THHW, THW-2, Types RHW, THWN-2, Types RHW, THWN-2, RHH, THHW, THW, USE-2, XHH, THHW, THW, RHW-2, USE-2, Size AWG or THWN, XHHW, XHHW, Types TW, THWN, XHHW, XHH, XHHW, kcmil Types TW, OF USE, ZW XHHW-2, ZW-2 OF USE XHHW-2, ZW-2 ALUMINUM OR COPPER -CLAD COPPER ALUMINUM Size AWG or kcmil 18L} 16 14 14**11zS 20 18 25 12** 10*`0 t 20 25 35 30^41a 40 20 30 25 35 12t* 10** 8 40 50 55 40 45 8 6 55 65 75 40 50 P5,5, 6 4 70 85 95 55 65 75 4 3 85 100 115, 65 75 85 3 2 95 115 130 75 90 100 — 2 1 110 1304'3 85 100 115 1 1/0 125 150 170 100 120 135 1/0 2/0 145 175 195 115 135 150 2/0 3/0 165 200 225 130 155 175 3/0 4/0 195 230 260 150 180 205 4/0 250 215 255 290 170 205 230 250 300 _ 240 285 320 230 260 300 350 260 310 3500 250 280 350 400 280 335 380 225 270 305 400 500 320 380 430 260 310 350 500 600 700 350 85 420 475 285 340 385 600 460 520 BT 375 425 700 750 400 475 535 320 385 435 750 800 410 490 555 330 395 445. 800 900 435 520 585 355 425 48`0 900 1000 455 545 615 375 445 500 1000 1250 495 590 665 405 485 545 1250 1500 1750 625 S479 625 705 435 520 585 1500 650 735 455 545 615 1750 2000 L5.5 665 750 470 560 630 2000 Re... fer to 310"15j.fo.sam acity.c`"'r'orrec€ion fc g.sswhere„thesambient tem erature isother tlan 3Q°C(86°F) 1* *Referr t= 0.249,4(D)'p,or""""'co"n uefor. ouereurrentecrto'nrtmtationsl 70-154 NATIONAL ELECTRICAL CODE 2011 Edition City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: December 21, 2017 Project: Renovation Contact Person: Rodney Jones Job Address: 900 French Avenue Contact Phone Number: Application Number: 17-3498 Contact E-mail: rdney rwjonesconstruction.com Contact Fax Number: ARCHITECTURAL 1. Product Approval Specification Form. No Product Approval for insulated roofing system, sheets 1 A203 and 1 A401. STRUCTURAL 1. No comment. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. Sheet E-300, Service Riser. Section 230.42 (B).Non grounded conductors cannot be less than rating of service disconnecting means. 2. Table 310.15 (B) (16). 350 kcmil is rated only for 310 amps if temp rating of 75 degrees. 3. Please have your architect call me if he has any questions. I will be out of the office from December 251h through January lst Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Deen, Joy From: Deen, Joy Sent: Monday, January 08, 2018 1:54 PM To:'rodney@rwjonesconstruction.com' Subject: 900 French Avenue Building Permit Number 17-3498 Received a plan review response to comment letter from Clark Stranahan in regards to the above project. He has indicated that a service disconnect is required by the power company ahead of the service meter. Please provide that specification from the power company. If that is the case and the service will be provided to the meter can from the power company then we can review it that way. If the service is to be installed by the electrical contractor then it required to comply with the NEC ( National Electrical Code. Also I received an evaluation report for spry foam insulation and also for a roofing membrane. I need the site specific Product Approval or Miami Dade County Notice of Acceptance for the LTTR Ply Insulation Roofing system identified on sheet 1A401. Call me if you have any questions. Deen, Joy From: Deen, Joy Sent: Tuesday, January 09, 2018 1:58 PM To:'rodney@rwjonesconstruction.com' Subject: 900 French Avenue Building Permit Number 17-3498 I spoke with a representative from Florida Power & Light today and there was no one there that could answer the question about a disconnect being required ahead of the meter. To resolve the issue on our side the architect has two options as I see it: Revise the riser diagram for service wire rated the same as the disconnect or revise the diagram for as 300 amp rated disconnect to match the rating of the service entrance conductors. Please pass on. M C4 Architecture, L.L.C. 155 W. Central E)Ivd. Suite 340 Orlando, f lorida 32801 p +07.363.6136 AA26001097 r,z) F, ( I RW CWYA &" January 2, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 To Whom It May Concern: v JAN 0 4 2018 This document is in response to the code comments received. The code comments are addressed and response is listed below: Architectural 1. Product Approval Specification Form. No Product Approval for insulated roofing system, sheets IA203 and IA401. Response: Please see Product Approval sheet attached as provided by the General Contractor. Respectfully, Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file U C4 Architecture, L.L.C. 135 W. Central jjlvd. juite 340 Orlando, Florida 32601 p '1-o7.363.6136 AA2600io97 January 2, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 Ms. Joy Deen: This document is in response to the electrical code comments received. The code comments are addressed and response is listed below: Sheet E-300, Service Riser. Section 230.42 (B). Non grounded conductors cannot be less than rating of service disconnecting means. Response: Service Entrance Main #1 Building Disconnect is fused at 300A. The non -grounded conductors are not sized less than the rating of the service disconnect means. The first disconnect is a Meter Disconnect, required by the power company, and is not considered the Service Disconnecting Means. 2. Table 310.15 (B) (16). 350 kcmil is rated only for 310 amps if temp rating of 75 degrees. Response: Acknowledged. Per my response to Comment #1, 310 amps is sufficient for the Service Disconnecting Means, which is fused at 300A. 3. Please have your architect call me if he has any questions./ will be out of the office from December 251h through January 1sr Response: Acknowledged. Let me know if you need any additional documentation or have any follow up questions to my responses. Respectfully, 44 N Drew Liles, P.E. Florida License #74669 Cc: file 0e^ w C4 Architecture, L.L.C. 155 W. Central Blvd. juite 3+0 Orlando, f"londa 32801 p 407.363.6156 AA26001097 January 2, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 To Whom It May Concern: This document is in response to the code comments received. The code comments are addressed and response is listed below: Architectural 1. Product Approval Specification Form. No Product Approval for insulated roofing system, sheets IA203 and IA401. Response: Please see Product Approval sheet attached as provided by the General Contractor. Respectfully, TJ 1 L. . Jtc:: Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file v' A-kitecture, L-L-C- 155 W. Central Blvd. Suite 540 Qdando, Florida 52801 p 4o7.565.6156 AA2600to97 January 2, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 Ms. Joy Deen: This document is in response to the electrical code comments received. The code comments are addressed and response is listed below: 1. Sheet E-300, Service Riser. Section 230.42 (B). Non grounded conductors cannot be less than rating of service disconnecting means. Response: Service Entrance Main #1 Building Disconnect is fused at 300A. The non -grounded conductors are not sized less than the rating of the service disconnect means. The first disconnect is a Meter Disconnect, required by the power company, and is not considered the Service Disconnecting Means. 2. Table 310.15 (B) (16). 350 kcmil is rated only for 310 amps if temp rating of 75 degrees. Response: Acknowledged. Per my response to Comment #1, 310 amps is sufficient for the Service Disconnecting Means, which is fused at 300A. 3. Please have your architect call me if he has any questions. 1 will be out of the office from December 25th through January 1sr Response: Acknowledged. Let me know if you need any additional documentation or have any follow up questions to my responses. Respectfully, 44 N Drew Liles, P.E. Florida License #74669 Cc: file C4 Architecture, L.L.C. 135 W. Central Blvd. juite 540 Orlando, Florida 32801 P +07.563.6156 AA26001097 January 2, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 To Whom It May Concern: This document is in response to the code comments received. The code comments are addressed and response is listed below: Architectural 1. Product Approval Specification Form. No Product Approval for insulated roofing system, sheets IA203 and IA401. Response: Please see Product Approval sheet attached as provided by the General Contractor. Respectfully, Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file ft Architecture, L.L.C. 155 W. Ccntral 5W. Suite 34o Orlando, Floricla 32801 P 907.365.6136 AA2600I OY7 January 2, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 Ms. Joy Deen: This document is in response to the electrical code comments received. The code comments are addressed and response is listed below: 1. Sheet E-300, Service Riser. Section 230.42 (B). Non grounded conductors cannot be less than rating of service disconnecting means. Response: Service Entrance Main #1 Building Disconnect is fused at 300A. The non -grounded conductors are not sized less than the rating of the service disconnect means. The first disconnect is a Meter Disconnect, required by the power company, and is not considered the Service Disconnecting Means. 2. Table 310.15 (B) (16). 350 kcmil is rated only for 310 amps if temp rating of 75 degrees. Response: Acknowledged. Per my response to Comment #1, 310 amps is sufficient for the Service Disconnecting Means, which is fused at 300A. 3. Please have your architect call me if he has any questions. 1 will be out of the office from December 25"' through January 15r Response: Acknowledged. Let me know if you need any additional documentation or have any follow up questions to my responses. Respectfully, 1 Drew Liles, P.E. Florida License #74669 Cc: file 11u 111 Ullri/1' UG 10ENSic°. NO. i4g69 SMT E OF 4 f, 1Ak1111 11 R.W.JONES CONSTRUCTION INC. a GENERAL CONTRACT AGREEMENT 6' THIS AGREEMENT made between Rick Starr whose address is lea 1922 Wingfield Drive Longwood, Florida hereinafter called the "Owner" and R.W. Jones Construction Inc, State of Florida License Number: CBC-1250390, whose address is 250 Owl Haven Cove Geneva, Florida, hereinafter called the "Contractor", As follows: Section I. Description of Work. The Contractor shall perform the following described work in accordance with the contract documents, including the plans and specifications, at 900 French Ave. Sanford, Florida hereinafter referred to as the "Project" or "Work". Section II. Contract Sum or. Agreed Payment to Contractor.= seZecl, agrees to pay the Contractor for the cost of work based on s and prons su lied b the Owner. The estimated cost of this w is $ 178,377.00. Th tedppY unit prices and/or schedule of values making up t :alloWmqd—p—riee--are attached hereto as Exhibit A. Any monies that exceed given allowance shall be deemed extra charges over and above the contract amount. Extra charges shall be billed at costs plus sixteen percent. Payment of said overages will be billed on the next billing cycle and shall be owed at that time. Any monies that are not spent on allowances shall be refunded off the contract price to the Owner at of completion of task. The refund shall be based on the amount of credit plus sixteen percent. The Contractor shall pay all costs and warranty such costs as seen in the warranty section of this contract. Section III. Progress Payments. The Owner shall make a 15% initial draw for start up expenses and held as retention thru the end of the contract to pay for invoicing due before progress payment is made. The owner shall make progress payments on account of the contract sum to the Contractor on a basis of applications for payments along with Page 1 of 11 executed Partial Release of Liens to be submitted by the Contractor to the Owner or Owner's architect, if applicable for all Notice to Owners put in place on this project. Draws shall be based on draw schedule set up in this contract. All applications for progress payments shall be due and payable within 7 days of submission of application for payment by the Contractor. Section IV. Draw schedules. Draw I 15% Upon Signing of Contract. Draw II 20% Upon substantial completion of land clearing, site prep, Demo Complete, windows and doors ordered, concrete prep, concrete, trade underground, block work. Draw III 25% Upon substantial completion of wood framing, trade rough -ins and roof dry -in. Draw IV 15% Upon substantial completion of roofing, drywall and tile work started. Draw V 15%Upon substantial completion of stucco, trim and paint. Draw VIII 5% Upon completion of all final items of scope of work and Trade's final inspections. Draw IX 5% Final Payment as listed in Section XIV. Section IV. Starting and Completion Dates. The Contractor agrees to timely start the work and work with due diligence and in good faith to complete the work. The Contractor, however, shall not be responsible for delays caused by acts of God, such as inclement weather, fire, theft or damage to the construction site, delays caused by the Owner or Owner's other agents or contractors or any other matters outside the Contractor's control. Section V. Contract Documents. The contract documents on which this agreement between the Owner and Contractor are based on the plans and specifications in accordance with Architects specifications and scope of work discussed between Owner and Contractor. The contract documents together form the contract for the work described in this agreement. The parties intend that the documents include provisions for all labor, materials, equipment, supplies and other items necessary for the execution and completion of the work and all terms and conditions of payment. Page 2of11 THIS INSTRUMENT PREPARED BY: Name: R.W. Jones Construction, Inc Ace &,)rJ Address: 250 Owl Haven Cove Geneva- FL 32732 NOTICE OF COMMENCEMENT State of Florida County of Seminole 111111111111111111111111111111list 1111 GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER L'K. 9065 Fs 91 (1Fsa) CLERK'S s 2018010061 RECORDED OI/2b/2018 11:44.24 AM RECORDING FEES `i-10-00 RECORDED BY hdevore Permit Number: 17-00003498 Parcel ID Number: 25-19-30-512-1109-0010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 113, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal descnption,6f_the property and street address if available) 900 French Ave Sanford FL-32774 = GENERAL DESCRIPTION OF IMPROVEMENT: Remodel ^ ia. - -- — OWNER INFORMATION: Name: Adept Consulting Address: 1922 Wingfield Dr. Longwood FL 32779 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: R.W. Jones Construction, Inc. Address: 250 Owl Haven Cove, Geneva, FL 32732 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: R.W. Jones Construction, Inc. Address: 250 Owl Haven Cove, Geneva, FL 32732 In addition to himself, Owner Designates Rodney Jones of R.W. Jones Construction, Inc To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true e to the best/off y knowledge and belief. V 51,14r Owner's Signature Owners Printed Name Florida Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead State of—T 70 County of-5?,PvU nc L The foregoing instrument was acknowledged before me this1J day of kI= 20JI by 1P Who is personally known to me Name of person making statement teme OR who has produced identification ,ci type of identification produced: Ay Deneha Ruth link NOTARY -PUBLIC STATE OF FI.ORIDA Cornrn# FF9:11222 Eypires 812412019 Signature C4 Architecture, L.L.C. 135 W. Central Blvd. juite 5 +0 Orlando, Florida 328o I P '+07.365.6136 AA26001097 January 9, 2018 r SPERMIT City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 F F11 C E RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 To Whom It May Concern: This document is in response to the code comments received. The code comments are addressed and response is listed below: Architectural 1. Product Approval Specification Form. No Product Approval for insulated roofing system, sheets IA203 and IA401. Response: After coordination with the Roofing Contractor, sheets IA203 and IA401 have been updated with the Polyglass modified bitumen roofing system as intended. The system is Florida Product Approval #FL654-R22 per the sheet attached, Table 1-E system W68. Respectfully, Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file C4 Arckitccturc, L.L.C. 135 W. Central E)lvd. juitc 34o Orlando, Florida 32801 p 4o7.363.6136 AA26001097 January 9, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 Mr. Joy Deen: This document is in response to the electrical code comments received. The code comments are addressed and response is listed below: Sheet E-300, Service Riser. Section 230.42 (B). Non grounded conductors cannot be less than rating of service disconnecting means. Response: Service Entrance Main #1 Building Disconnect is fused at 300A. The non -grounded conductors are not sized less than the rating of the service disconnect means. The first disconnect, the non -fused Meter Disconnect was removed. See revised sheet E300. 2. Table 310.15 (B) (16). 350 kcmil is rated only for 310 amps if temp rating of 75 degrees. Response: Acknowledged. Per my response to Comment #1, 310 amps is sufficient for the Service Disconnecting Means, which is fused at 300A. 3. Please have your architect call me if he has any questions. 1 will be out of the office from December 25th through January 1 st Response: Acknowledged. Let me know if you need any additional documentation or have any follow up questions to my responses. Respectfully, Drew Liles, P.E. Florida License #74669 Cc: file kIIIII11/f// UG NO. ;74 9 N - STATE OF • f flfit l I i i 1111, Florida Building Code Online h s://www.floridabuildiri .o i ttP g rg/pr7pr_app_dtl.aspx?param=wGEVX... A"`.$'"'^{ SCIS Home Log In User Registration j Hot Topic i Submit Surcharge i Stats & Facts ', Publications FSC Staff, SCIS Site Map i Links j Search • . bwox a Product Approval r rs-- USER: Pubik User duct Approval Menu > Product or Application Search > Ap tbn Lg[ > Application Detail FL # FL1654-R22 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 570) 384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 912) 429-8610 MAIpert@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 954) 233-1230 ALender@polyglass.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) F 16 4 R22 COI 2017 01_COI Nieminen.{2df Standard ASTM D6162 ASTM D6163 ASTM D6164 Year 2008 2008 2011 of 2 1/8/2018, 4:23 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEVX Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM D6222 ASTM D6509 FM 4470 FM 4474 UL 1897 Method 1 Option D 09/14/2017 09/15/2017 09/22/2017 12/12/2017 iummary of _Products FL Model, Number or Name i Description 1654.1 Polyglass SBS and APP ; SBS and APP modified bitumen roof systems Modified Bitumen Roof j Systems j Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular assembly over concrete deck. Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Use. 2011 2009 2012 2011 2012 Installation Instructions FL1654--R22 II 2017 OpL Al ER POLYGLASS MODBIT FL1654- R22. odf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL1654 R22 AE 2017 09 (AL ER r1lY LASS MODBIT FL1654- Ru._pdf Created by Independent Third Party: Yes Bads Nei] Contact Us:: 2601.Bfair Stone Poad Tapahassge FL UM Phone• a50.487-1824 The State of Florida is an AAfffO employer. Copyright 2QU 2Di3 State of Florida :: Privacy Statement :: :: _ftand tatement Under Florida law, email addresses are pubic records. V you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. Iryou have arty questions, please contact 850.487.1395. `Pursuant to Section 411. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address IF they have one. The emais provided may be used for official communication with the licensee. However emai.addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MW eCt+ic! Credit Card Safe 2 of 2 1 / 8/2018, 4:23 P.M APPENDIX 1: WIND TRINITY I ERD Table Deck lA Wood Application Type Description iB-1 Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover Page 18-2 Wood New or Reroof ear- T A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 SC Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-9 1D Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10-11 1E Wood New, Reroof (Tear -Oft) or Recover C Mech. Attached Insulation, Bonded Roof Cover 11 1F-1 Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 12-13 1F-2 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 14-18 1G Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 16-18 2A Steel or Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 19-21 2B Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover Zl 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached insulation, Bonded Roof Cover 22-24 3A Structural concrete New, Reroof (Tear -Off) or Recover p Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 25-28 36 Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-31 4A LWIC New or Reroof (Tear -Off) F Non -insulated, Bonded Roof Cover 32-40 4B LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 40 4C LWiC New or Reroof ( Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 41-42 5A CWF New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 43 513 CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 44_ SC CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 47 5D CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 48 SE CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 6A Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 6B Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 49 6C Gypsum Reroof (Tear -Off) or Recover A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50-52 6D Gypsum Reroof (Tear -Off) or Recover C Mech. Attached insulation, Bonded Roof Cover 52 7A Various Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 78 Various Recover A-1 Bonded Insulation, Bonded Roof Cover S3 Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover S4-58 The following notes cooly to the systems outlined herein: 58 1. The roof system evaluation herein pertains Load resistance of the roof deck shall be to above -deck roof components. Roof decks and structural documented members shall be in accordance with FBC requirements to the satisfaction the Authoritythroughpropercodifiedand/or FBC Approval documentation. of Having Jurisdiction. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: D Wood: Minimum 0.75-Inch penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. D Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, requirements of F.A.C. Rule 61G20-3 and perlite, gypsum -based roof board or mineral -wool roof board thatisdocumentedasmeetingFBC1505.1 and, for foam FBC meets the 0Aplastic, Chapter 26, when Installed with the roof cover. Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 6T" EDITION (2027) FBC NON-HVHZ EVALUATION Poiyglass Modified Bitumen Roof Systems, (570) 384-1230 Evaluation Report P9290.02.08-R20 for FL1654-R22 Revision 20: 09/12/2017 Appendix 1, Page 1 of 58 J TRINITY I ERD4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System T the basesheetfastenersareinstalledthroughtheLWICtoengagethestructuralsteelorconcretedeck. The structural deck shall be of equal or e greater confiiglurat on to the steel and conD ( attachebase sheet, e ete decklistings. herebyRoof decks and structural members shallbeinaccordancewithFBCrequirementstothesatisfactionoftheAuthorityHavingJurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. D Hot asphalt (HA): Full coverage at 25-30 Ibs/square. Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. Millennium One StepFoamableAdhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. Millennium PG-1PumpGradeAdhesive (M-PGl): Continuous 0.25 to 0.5-Inch wide ribbons, 12-inch o.c. OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch O.C. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 5001s referenced. OlyBond Classic (OBClassic): Full coverage at 1 gal/square. D ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwisenoted, all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MOP fisting below meets or exceeds that listed for a particular system In the tables, then the thinner boardlistedbelowmaybeusedasadrop -in for the equivalent thicker material listed in the table: Millennium One StepFoamableAdhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) D Millennium PG- 1 Pump Grade Adhesive (M-PGI): MDP -157.5 psf (Min. 0.5-inch thick) OMG OlyBond 500 ( OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+ GL) OMG OlyBond 500 ( 013500): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) OMG OlyBond 500 ( OB500): MDP -487.5 psf (Min. 0.5-inch thick ACFoam II) ICP Adhesives & Sealants CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, andZones2and3shallemployanattachmentdensitydesignedbyaqualifieddesignprofessionaltoresisttheelevatedpressurecriteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet1-29 (January 2016) for Zone 2/3 enhancements. 10. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanicallyattached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements forthesystem. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (forrecover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the Insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval forspecificdeckconstructionandlimitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches. For LWC overstructuralconcrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization # 9503 Evaluation Report P9290.02.08-R20 for FL1654-R22 fi'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/ 12/2017 Prepared by: RobertNieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1C POLYGLAS5 ROOF COVERS' Reference Layer Material BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type IIBaseandPlysheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VIApplied) Note: Asphalt -applied sheets or Insulation shall not be applied topoly-film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base 650SBS-CA1 Cap yPl Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type tl, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) SBS-CA2 SBS-AA SBS, Asphalt -Applied) F)o TRINITY I ERD Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, ElastoshielTS.G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastofle56Type11, Polyglass HT Base 650 Hot Asphalt at 20-40 Ibs/square PG350 at 1.5.2.0 gal/square Polyplus 35 at 1.5-2.0 gal/square Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Hot Asphalt at 20-40 Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed) Ibs/square Note: Asphalt -applied sheets or insulation shall not be applied to Poly -film surfaced membranes. SBS-TA Base Ply or Ply 6 U or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex 56 Type II, Polyglass HT Base SBS, Torch -Applied) Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Torch -AppliedCapPlyElastoshieldTS-G FR, Polyfresko(pGSBS (poly -film backed), Polyfresko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FRSBS-SA Cap Ply Elastoflex 5A P, Elastoflex SA P FR, Polyrefled SBS, Self -Adhering) Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Self -AdheringNote: Elastobase /poly/sand) or Elastobase Innly/mall APP-CA1 Cap Ply Polyflex G FR PG350 at 1.5-2.0 One or more plies Polyglass APP Base, Polyflex, Polybond gal/squareAPP-TA Base Ply or Ply APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR Torch -Applied APP-SA Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP, Self -Adhering) Note: I Unless otherwise noted, permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self -AdheringElastobase (poly/sand) or Elastobase Wylpoly). 16. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind loadassociatedwithcoatingusage: performance. Refer to current Roofing Materials Directory for fire ratings PG200 Non Fibered Roof Coating; PG300 Fibered Roof Coating; PG600Non-Fibered Aluminum Roof Coating; PG650 Fibered Aluminum Roof Coating; PG700 High Quality Elastomeric Roof Coating or KM Acryl 25; PG700QS ( Quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (for granule -surfaced APP or SBS only); PG800AsphaltEmulsionRoofCoating; Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; Polyplus 65 Premium Fibered Aluminum Roof Coating; Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15; Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only); Polybrite90HighSolidsSiliconeRoofCoatingorPolybrite95SiliconeRoofCoating. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 6a EDITION EVALUATION Preparedby: Robert Nieminen, PE-59166 Evaluation Report P9290.02.08-R20 for FL1654-R22 d Bitumen enROfSyste PolyglassModifiedBitumenRoofSystems; (570) 3g4-1230 Revision 20: 09/12/2017 Appendix 1, Page 3 of 58 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. TRINITY I ERD 18. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3Aapplies: j11ARPIEROPTIONS; STRUCTURALCONCRETE DECK; ADHERED''INSULATION'PER TABLE 3A primer Vapor Barrier Type Attach Insulation Adhesive MDP (psf) PG100 Elastoflex SA V Plus Self -Adhering into-5tik or CR-20, 12-Inch o.c. VB -60.02. PG100 Polyglass APP Base Torch -a liedPp Inta-Stik or CR-20,12-inch o.c. 75.0VB3. PG100 Elastoflex SAP Self -Adhering Insta-Stik, 12-inch o.c. - 75.0VB-4. PGS00 Elastoflex SAP Self-Adherin 8 Millennium One Step Foamable Adhesive, 12-inch o.c. -157.5PG100ElastoflexSAPSelf -Adhering CR-20, 12-inch o.c. - 270.0VB-6. PG100 Elastoflex SA V Base, Elastoflex SA V FR Base, Millennium One Step Foamable Adhesive, Millennium PG-1 Pump GradeElastoflexSAVPlus, Elastoflex SA V Plus FR Self -Adhering Adhesive, OlyBond 500 or CR-20, 12-Inch o.c. -290.0 19. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Evaluation Report P9290.02.08-R20 for FL2654-R22 Prepared by: Robert Nieminen, PE 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/12/201759166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 4 of 58 TRINITY ERD TABLE 1E: WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILYATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVERSystem Deck (Note 1) L Insulation layers) Base SheetNo. Type Attach Type Fasten Roof Cover (Note 15) ADP BaseASPHALT -APPLIED OR TORCH -APPLIED BASE'PLY: - Attach se Ply Cap Ply (psi) Elastobase, Elastobase P, One or more Po la OMG Flat Bottom Plates (square) with W-56 Min, 19/32- Prelim. h'g ss G2 Base, CertainTeed 12-inch o.c, in 4-inch la and 12- tayers, any Glasbase, Firestone MB Base, Roofgrip #14, Dekfast Hex (aka, Dekfast PLT- P (Optional) BP -AA, SBS-AA, SBS- inch plywood Attached H-2-7 inch o.c. in two (2), equally spaced, SBS-AA, SBS-TA orcombinationJMPerma-Ply 28, Tamko Glass /8) with Dekfast #14 or Trufast 3" TA, APP-TA 52.5 Base or GAFGLAS #75 Metal Insulation Plate with Trufast HD staggered center rows APP-TA Min. 19/32- One or more W-57 layers, an Prelim. OMG Flat Bottom Plates (square) with 12-inch o.c. in 4 inch lap and 12- (Optional) BP -AA, Inch plywood Y i Attached Elastobase or Elastobase P (q ) inch o.c. in two (2), equally spaced, SBS-AA, S85-TA or SBS-AA, SBS- combination Roofgrip #12 staggered center rows y P APP-TA TA, APP-TA 60.0 is/32- One Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Min. , more Dekfast #14, OMG 3" Round Metal Plate 10-inch o.c. in 4-inch laP and 10- W-58 layers, any Prelim. Polyglass G2 Base, Elastobase, (Optional) BP -AA, Inch plywood combination Attached Elastobase P with OMG HD, OMG Flat Bottom Plate inch o.c. In three (3), equally SBS-AA, SBS-TA or SBS-AA, SBS- - 75.0Accutrac) with Roofgrip #14 or Trufast 3" spaced, staggered center rows APP-TA TA, APP-TA Metal Insulation Plate with Trufast HD. Dekfast Hex (aka, Dekfast PLT-H-2.7/8) with W S9 Mtn. 15/32- One or more Prelim. Dekfast #14, OMG 3" Round Metal Plate 10-Inch o.c. in 4-inch lap and 10- lalayers, an with OMG HD, OMG Flat Bottom Plate inch o.c, in three (3), equallyInchplywoodyY Attached Polyglass APP Base () q y (Optional) APP-TA APP-TA -75.0combination ( Accutrac) with Roofgrip #14 or Trufast 3" spaced, staggered center rows Metal Insulation Plate with Trufast HD. Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with W-60 Min. 15/32- One or more Prelim. Polyglass G2 Base, Elastobase, Dekfast #14, OMG 3" Round Metal Plate 9-Inch o.c. in 4-Inch lap and 9-inch (Optional) BP -AA, layers, any SBS-AA, SBS- inch plywood Attached Elastobase P with OMG HD, OMG Flat Bottom Plate o.c. in four (4), equally spaced, SBS-AA, SBS-TA or -90.0combination ( Accutrac) with Roofgrip #14 or Trufast 3" staggered center rows APP-TA TA, APP-TA Metal Insulation Plate with Trufast HD. Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with W-61 Min. 15/32- One or more Prelim. Dekfast #14, OMG 3" Round Metal Plate 9-Inch o.c. in 4-inch lap and 9-inch Inch plywood layers, any Polyglass APP Base with OMG HD, OMG Flat Bottom Plate o.c. In four 4 , equally spaced, combination Attached (Optional)APP-TA APP-TA 9p.0Accutrac) with Roofgrip #14 or Trufast 3" staggered cenen q Y p ter rows Metal Insulation Plate with Trufast HD. W 62 Min. 15/32- One or more Prelim. 6-inch O.C.at 4-inch lap and 6-inchInchplywoodlayers, any ElastobaseElastobase, ElastobP Trufast #12 DP or Trufast 414 HD with (Optional) BP -AA combination Attached Trufast 3" Metal Insulation Plates three o.c. in th(3), equally spaced, SBS-AA -90.0 staggeredcenterrowsorSBS-AA One or more W- 63 Min. 15/32- Prelim. OMG #12 Standard Roofgrip or OMG #14 6-inch o.c. at 4-inch lap and 6-inch (Optional) BP -AA, inchplywoodlayers, any Attached Elastobase, Elastobase P Heavy Duty with OMG 3" Round Metal o.c. in three (3), equally spaced, SBS AA, S85-TA SBS-AA, SBS- g0. 0 combinationPlates or OMG Flat Bottom Metal Plates staggered center rows APP-TA TA or APP-TA One or more W- 64 Min. 15/32- Prelim. OMG #12 Standard Roofgrip or OMG #14 6-inch o,c. at 4-Inch lap and 6-Inch inch layers, any Pol lass APP Base o. c. in three (3), plywoodcombination Attached yg Heavy Duty with OMG 3" Round Metal ()equally spaced, (Optional) APP-TA APP-TA -90.0 PlatesorOMGFlatBottomMetalPlatesstaggeredcenterrowsMin. 15/32- One or more prelim. 6-Inch O.C.at 4-inch lap and 6-inch W-65 layers, any Elastobase, Elastobase P Trufast #12 DP or Trufast #14 HD with(Optional) BP -AA inchplywoodAttachedO.C.in five (5), equally spaced, combinationTrufast3" Metal Insulation Plates or SBS-AA SBS-AA 120.0 staggered center rowsExterior ResearchandDesign, U.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Evaluation Report P9290.02.08-R20 for FL1654-R22 6THEDITIONd Bitumen FBC NON HVH Systems; 57 EVALUATION Revision 20: 09/12/2017 Preparedby: Robert Nieminen, PE•59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 14 of 58 TRINITY I ERD TABLE.IE: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER I SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED System Insulation BASE SHEET; BONDED ROOF COVER No. Deck (Note i) Layer(s) Base Sheet Type Attach Type Fasten Roof Cover (Note 15) MOP W-66 Min. 15/3 One or more layers, any Prelim. Elastobase, OMG #12 Standard Roofgrip or OMG #14 Attach 6-Inch o.c. at 4-inch lap and 6-inch Base Ply Optional) BP -AA, Cap Ply Psf) I. plywood combination Attached Elastobase P Heavy Duty with OMG 3" Round Metal o.c. In five (5), equally spaced, SBS-AA, SBS-TA, SBS-AA, SBS- One more Plates or OMG Flat Bottom Metal Plates staggered center rows App_TQ TA or APP-TA 120.0 W-67 Min. 15/32- inch layers, anys, Prelim. Polyglass APP Base OMG #12 Standard Roofgrip or OMG #14 Heavy 6-Inch o.c. at flinch lap and 6-Inchplywood combination Attached W Duty with OMG Round stag in five (S), equally spaced, Optional) APP-TA APP-TA 120.0 SEtFADNERINGBASE PLY: Plates or OMG Flat Bottom Metal PlatestolPlat staggered center rows 1 W-68 Min. 19/32- One or more layers, any Prelim. Elastobase, Elastobase P (poly- Dekfast Hex (aka, Dekfast PLT-H-2-7 8 with 12-Inch o.c, In 4-inch la and 12- Pinchplywood combination Attached film to P) Dekfast #14 or Trufast 3" Metal Insulation inch o.c. in two, equally spaced, SBS-SA SBS-SA, APP- Plate with Trufast HD staggered center rows SA, SBS-TA or 52.5• W-69 Min. 19 32- One or more layers, any Prelim. Elastobase, Elastobase P of - poly- Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with 12-inch ).c. in 44nch lap and 12- APP-TA inch plywood combination Attached film top) Dekfast #14 or Trufast 3" Metal Insulation inch o.c. in two, equally spaced, Polyflex SA Base APP-TAPlatewithTrufastHDstaggeredcenterrows 52.5• W-70 19/32- in pl od ne or more la rs, any r Im ase, Ela se poly- OM at Bottom P squar )with c. In 4-Inch lap and SBS-SA, QPP- cc on Att ch film t osfgrl Inch s:c. n two, a spaced, SB 5 A or 60. W-71 Min. 19/32- One or more layers, any Prelim. Elastobase, Elastobase P (poly- OMG Flat Bottom Plates (square) with staggere n -Fe— rows 12-Inch o.c. in 4-inch lap and 12- APP-TA inch plywood combination Attached film top) Roofgrip #12 inch o.c. in two, equally spaced, Polyflex SA Base APP-TA 60,0• staggered center rows Exterior Research and Design, I.I.C. d/b/a Trinity( ERD Certificate of Authorization #9503 Evaluation Report P9290.02.08-R20 for FL1654-R22Prepared6rHEDITION (2017) FBC NON-HVHZ EVALUATION t P by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (s7o) 384-1230 Revision 20: 09/12/2017 Appendix 1, Page 15 of 58 PERMIT # r ' S- 7" Il Project Name: Project Address: Contractor Name: pe, CITY OF SANFORD BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION/PERMIT Date: EARLY START AUTHORIZATION CONDITIONS City of Sanford and the Owner/contractor listed agree to the following: 1. A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work must comply with any and all other local, state and federal agencies related to the development and construction proposed and compliance with asbestos NESHAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6. All subcontractors are responsible for pulling their own permits. 7. Inspections of work for any construction trade will not be made until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. 9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. 10. The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents, employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Owner/contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this Early Start Authorization Application, the undersigned acknowledges and agrees to condition 1 through 14. c . ignature Owner Signature Date r Aldrich, Dave From: Unity Voicemail Message Sent: Tuesday, December 5, 2017 3:58 PM To: daldrich@voicemail.sanfordfl.gov Subject: New Voicemail Message from Unknown sender (94079255910) Attachments: Voice Message.wav Categories: ViewMail Yes Dave this is Rodney with RW Jones Construction calling in regards to permit number 17_ dash 3498,. It's that 900 French Avenue that you put a stop order or. I apologize all I did was I took down the dry wall in there it goes to so we did locate all the steel beams that were inside. I haven't done anything structural but I would like to do it since we got everything submitted you know start being able to take down some walls and all. So I was gonna put in for a demo permit but if you could. Anyways call me when you get a chance once again Rodney RW Jones Construction 407-925-5910. Alright thanks Dave." 5 : µme; o Dec 6, 2017 7:39:45 AM EST — %< File Edit Commands Help G TG3ECTOR t' Nav MreB !S Application 17-00003498 Bonds Property Information Application Informationja M contractor escrow Address: 900 FRENCH AVE RENOVATE AND ADD BLDG.-/ON BACK & SIDE OF BUILD Fees SANFORD;, FL`, 32771 i us °UNDER P.EVIEN Global balance due Locatnon ID: 18415 I ,; 13/04/2017 - Inspection history Drm'er Hama: ADEPT CONSULTING INC -: INTERIOR & EXTERIOR' REMODELING COrMERCIAL Parcel Number: 25.19.•3OM2-I109-0010 1745 12/04/2017 r- Miscellaneous inform Old CID: .114000 Names Zoning; GC2 GENERAL COMMERCIAL 0 Permits Subdivision: MARTIN,. A.C. ADDITION L•. ail "- II- -- ;._ f Plan tracving r Receipts Contractor Information• ' """ ' Outstanding Inspections F1 square footage calcul i " q Contractor"PJame.= 'RAW JONESC'QI'dSTR.UCTIOPd INC Insp ' .Schedule Cdnfrrmation t structures Contractor Number 12-00034216 Type. ID. = Date Number 1 Valuation calculations Typ=;. 6UILDINO COfdTR/CERTL'-_ '- --- - ----------'---- --==-- --'--------- Status: ACTIVE - No outstanding inspactpns exist Contractor Requirements Doc Number 9ffi_SIAIE r J PI 111I.CEN`E WorkDescription _. _ CO information` , Mode Description Quantity CO Issue Str/ seq Date 'Status Description Print Cancel Exit Refresh.,_ Lanptnq' DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION PERMIT( REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS-77054 EVALUATION SUBJECT: ENERTITE® NM AND ENERTITE® IB-418 OPEN -CELL SPRAY POLYURETHANE FOAM INSULATIONS CC 1CC ICC C RMG C L/S'TFL? Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC) Award in Excellence" 1-1 Rm III RTERW'now A Subsidiaryof caoEcouncir ICGES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not °C` specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a i recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as 0 WIEC17066to any finding or other matter in this report, or as to any product covered by the report. P ^° at000000 B'°Y OCH Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR-3102 www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS 77054 713) 383-4554 www.spf.basf.com EVALUATION SUBJECT: ENERTITE® NM AND ENERTITE® IB-418 OPEN -CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012 and 2009 International Building Code® (IBC) 2015, 2012 and 2009 International Residential Code® IRC) 2015, 2012 and 2009 International Energy Conservation Codee (IECC) Other Codes (see Section 8.0) Properties evaluated: Surface -burning characteristics Physical properties Thermal resistance (R-values) Attic and crawl space installation Exterior walls of Types 1 through IV construction Air permeability 2.0 USES 2.1 ENERTITE® NM: ENERTITE® NM is a spray -applied foam plastic insulation used as a nonstructural thermal insulating material in buildings .of Type V construction under the IBC and dwellings under the IRC. The insulation may also be used on exterior walls of buildings of Types I, II, III and IV construction when installed in accordance with Section 4.5 Under the IRC and 2015 IBC, the insulation may be used as air -impermeable insulation when installed in accordance Reissued September 2017 Revised October 2017 This report is subject to renewal August 2018. A Subsidiary of the International Code Council° with Section 3.4. The insulation is for use in wall cavities and floor/ceiling assemblies, and in attic and crawl space installations as described in Section 4.4. 2.2 ENERTITEa IB-418: ENERTITE® IB-418 is a spray -applied foam plastic insulation used as a nonstructural thermal insulating material in buildings of Type V construction under the IBC and dwellings under the IRC. The insulation may also be used on exterior walls of buildings of Types I, II, III and IV construction when installed in accordance with Section 4.5. Under the IRC and 2015 IBC, the insulation may be used as air -impermeable insulation when installed in accordance with Section 3.4. The insulation is for use in wall cavities and floor/ceiling assemblies, and in attic and crawl space installations as described in Section 4.4. ENERTITE® IB-418 is intended for use as thermal insulation and covering for ENERTITE® NM in attics and crawl spaces without the use of a prescriptive ignition barrier when installed as described in Section 4.4.2. 3.0 DESCRIPTION 3.1 General: ENERTITE® NM and ENERTITE® IB-418 are two - component, low -density, open -cell, water -blown polyurethane foam plastic insulation systems. The installed nominal density of ENERTITE® NM is 0.67 pcf 10.7 kg/m3). The installed nominal density of ENERTITE® I13-418 is 0.6 pcf (9.6 kg/m3). The two components of the insulation are polymeric isocyanate (A -component) and a resin (B-component) which when stored in unopened containers at a temperature between 50oF and 80OF 10°C and 26.70C), have a shelf life of nine months and twelve months, respectively. 3.2 Surface -Burning Characteristics: 3.2.1 ENERTITE® NM: When tested in accordance with ASTM E84 (UL 723), at a maximum thickness of 4.2 inches (107 mm) and a nominal density of 0.8 pcf, ENERTITE® NM has a flame -spread index of 25 or less and a smoke -developed index of 450-or less. There is no thickness limitation on the insulation when installed behind a code -prescribed 15-minute thermal barrier. 3.2.2 ENERTITE® IB-418: When tested in accordance with ASTM E84 (UL 723), at a maximum thickness of 3.6 inches (91 mm) and a nominal density of 0.6 pcf 15.7 kg/m3), ENERTITE® IB-418 has a flame -spread index of 25 or less and a smoke -developed index of 450 or less. There is no thickness limitation on the insulation when ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed =` as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as FIN to any finding or other matter in this report, or as to any product covered by the report. iarc - Copyright ® 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 16 ESR-3102 I Most Widely Accepted and Trusted Page 2 of 16 installed behind a code -prescribed 15-minute thermal installation instructions and this report. The manufacturer's barrier. installation instructions and this report must be strictly 3.3 Thermal Resistance: ENERTITE® NM and ENERTITE® IB-418 have thermal resistance (R-values) at a mean temperature of 75°F 24°C) as shown in Table 1. 3.4 Air Permeability: 3.4.1 ENERTITE® NM: ENERTITE® NM spray -applied polyurethane foam insulation, at a minimum thickness of 3.5 inches (89 mm), is considered air -impermeable insulation in accordance with 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) and 2015 IBC Section 1203.3, based on testing in accordance with ASTM E283 and ASTM E2178. 3.4.2 ENERTITE® IB-418: ENERTITE® IB-418 is considered air -impermeable insulation in accordance with 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) and 2015 IBC Section 1203.3, at a thickness of 3.0 inches (76 mm) based on testing in accordance with ASTM E283 and at 3.5 inches based on testing in accordance with ASTM E2178. 3.5 Intumescent Coatings: 3.6.1 No -Burn® Plus XD: No Burn® Plus XD intumescent coating is a latex -based coating manufactured by No -Burn, Inc., and is supplied in 1-gallon (4 L) and 5-gallon (19 L) pails and 55-gallon (208 L) drums. The coating material has a shelf life of 36 months when stored in factory -sealed containers at temperatures between 40oF (4.4°C) and 90OF 32.2-C). 3.5.2 SPRAYCOATTM 1920 Intumescent Coating: SPRAYCOATTM 1920 intumescent coating, supplied by BASF Corporation, is a single -component, water -based, liquid -applied, intumescent coating. The coating is supplied in 5-gallon (18.8 L) pails and 55-gallon (208 L) drums and has a shelflife of six months when stored in factory -sealed containers at temperatures between 45°F (7.2°C) and 75°F 23.9-C). 3.5.3 DC 315 Coating: DC 315 Coating, manufactured by International Fireproof Technology Inc. / Paint to Protect Inc. (ESR-3702), is a single -component, water -based, liquid -applied intumescent coating. The coating is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of one year when stored in factory -sealed containers at temperatures between 50OF (10°C) and 80OF 27-C). 3.5.4 TPR2 Corporation FIRESHELL® (113 4) Coating: TPR2 FIRESHELL® (I13-4) intumescent coating is a proprietary,' water -based one -part, nonflammable coating manufactured by TPR Corporation. The coating is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 450F 7°C) and 75°F (241C). 3.5.5 TPR2 Corporation FIRESHELL® F10E: TPR2 Corporation FIRESHELL® F10E coating is a single -component, water -based, liquid -applied coating manufactured by TPR2 Corporation (ESR-3997). The coating is supplied in 5-gallon (19 L) pails and 55-gallon 208 L) drums and has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 450F (7.2°C) and 95°F (35°C). 4.0 INSTALLATION 4.1 General: ENERTITEa NM and ENERTITE® IB-418 must be installed in accordance with the manufacturer's published adhered to, and a copy of the instructions and this evaluation report must be available on the jobsite at all times during installation. 4.2 Application: The insulations must be applied using spray equipment specified by BASF Corporation. The product must not be used in areas which have a maximum service temperature greater than that specified in the manufacturer's published installation instructions, nor in electrical outlet or junction boxes or in contact with rain or water. The product must be protected from the weather during and after application. The insulations can be installed in multiple passes at to 6 inches (12.7 mm to 152 mm) per pass to the maximum thickness. Where multiple passes are. required, the cure time between passes is minimum 5 minutes for a 2-inch 51 mm) pass. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: ENERTITE® NM and ENERTITE® I6-418 must be separated from the interior of the building by an approved thermal barrier, such as 1/2-inch (12.7 mm) gypsum wallboard installed using mechanical fasteners in accordance with the applicable code, or an equivalent 15-minute thermal barrier complying with the applicable code. There is no thickness limitation on the insulation when installed behind a code -prescribed 15-minute thermal barrier. When installation is within an attic or crawl space, as described in Section 4.4, a thermal barrier is not required between the foam plastic and the attic or crawl space, but is required between the foam plastic and the interior of the building. 4.3.2 Application without a Prescriptive Thermal Barrier: ENERTITE® NM may be. installed without the 15-minute thermal barrier prescribed in the IBC Section 2603.4 and IRC Section R316.4 when the installation complies with one of the assemblies described in Table 2 4.4 Ignition Barrier - Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When ENERTITE® NM and ENERTITE® IB-418 insulations are installed within attics or crawl spaces, where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code and must be installed in a manner so that the foam plastic insulation is not exposed. 4.4.2 Application without a Prescriptive Ignition Barrier: ENERTITE® NM and ENERTITE® 1B-418 insulations may be installed in an 'attic or crawl space without a prescriptive ignition barrier when all of the following conditions apply: a. Entry to the attic or crawl space is only for the service of utilities and no storage is permitted. b. There are no interconnected attic or crawl space areas. c. Air in the attic or crawl space is not circulated to other parts of the building. d. Combustion air is provided in accordance with IMC International Mechanical Code) Section 701. e. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except air -impermeable insulation is permitted in unvented ESR-3102 I Most Widely Accepted and Trusted Page 3 of 16 attics in accordance with 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4) or 2015 IBC Section 1203.3. Under -floor (crawl -space) ventilation is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC Section R408.1, as applicable. Refer to Section 3.4 for minimum thicknesses for use as air impermeable insulation. The insulations may be spray -applied to the underside of roof sheathing and/or rafters in attics, and the underside of wood floors and/or floor joists in crawl spaces, as described in this paragraph and in Table3. The maximum thickness of the foam plastic applied to the underside of the roof sheathing and to vertical wall surfaces must not exceed the thicknesses set forth in Table 3, based on the insulation type and the intumescent coating type and insulation thickness used. The intumescent coatings used to cover the foam plastic insulation are described in Section 3.5. The intumescent coating must be applied over the insulation in accordance with the coating manufacturer's instructions and at the thickness as described in Table 3. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied with low-pressure airless spray equipment. The coating must be applied with ambient and substrate temperature is at least 50°F (10°C). The insulation, at a minimum thickness of 31/2 inches (89 mm), may be installed in unvented attics as described in this section in accordance with 2015 or 2012 IRC Section R806.5 2009 IRC Section R806.4) or 2015 IBC Section 1203.3. Exception: ENERTITE® IB-418 insulation may be installed in an attic or crawl space without a prescriptive ignition barrier or coating at the maxiumum thicknesses set forth in Table 3. 4.4.3 Use on Attic Floors: 4.4.3.1 ENERTITE® NM: When used on attic floors, ENERTITE® NM insulation may be installed at a maximum thickness of 16 inches (406 mm) between joists. The ignition barrier in accordance with IBC Section 2603.4.1.6, or IRC Section R316.5.3, may be omitted, when the installation is in accordance with Section 4.4.2. The ENERTITE® NM insulation must be separated from the interior of the building by an approved thermal barrier. 4.4.3.2 ENERTITE® B-418: ENERTITE® IB-418 insulation May be installed at a maximum thickness of 10 inches (254 mm) between joists in attic floors when installation is in accordance with Section 4.4.2. The ENERTITE® 16-418insulation must be separated from the interior of the building by an approved thermal barrier. 4.5 Exterior Walls in Types I, II, III and IV Construction: ENERTITE® NM and ENERTITE® IB-418 insulations, when used in exterior walls of Types I, II, III or IV construction, the assembly must comply with IBC Section 2603.5, this section and Table 4. The insulation thickness must not exceed 6 inches (152 mm). The potential heat of ENERTITE® NM insulation is 656 Btu/ftz per inch of thickness, when tested in accordance with NFPA 259. The potential heat of ENERTITE® IB-418 insulation is 522 Btu/ft2 per inch of thickness, when tested in accordance with NFPA 259. 5.0 CONDITIONS OF USE The ENERTITE® NM and ENERTITE® IB-418 spray - applied polyurethane insulations described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. 5.2 The insulation must be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable code. If there is a conflict between the installation instructions and this report, this report governs. 5.3 The insulation must be separated from the interior of the building by an approved 15-minute thermal barrier, except when installed as described in Section 4.3.2 or when installation is in attics and crawl spaces as described in Section 4.4. 5.4 The insulation must not exceed the thickness and density noted in Sections 3.2, 4.3 and 4.4. 5.6 The insulation must be protected from the weather during and after application. 5.6 The insulation must be applied by professional spray polyurethane foam installers approved by BASF Corporation or by the Spray Polyurethane Foam Alliance (SPFA) for the installation of spray polyurethane foam insulation. 5.7 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with 2015 or 2009 IBC Section 2603.8 2012 IBC Section 2603.9) or IRC Section R318.4, as applicable. 5.8 Jobsite certification and labeling of the insulation must comply with 2015 IRC Section N1101.10, 2012 IRC Section N1101.14 (2009 IRC Sections N1101.4 and N1101.4.1) or 2015 or 2012 IECC Sections C303.1, R303.1 and R401.3 (2009 IECC Section 303.1 and 401.3) (2009 IECC Sections 303.1.1 and 303.1.2), as applicable. 5.9 A vapor retarder must be installed in accordance with the applicable code. 5.10 The insulations are manufactured in Houston, Texas, under a quality control program with inspections by CC -ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Spray -applied Foam . Plastic Insulation AC377), dated April 2016. 6.2 Reports of room corner fire testing in accordance with NFPA 286 and UL 1715. 6.3 Reports of room corner fire testing in accordance with AC377 Appendix X. 6.4 Reports of air permeance testing in accordance with ASTM E283 and ASTM E2178. 6.5 Reports of critical radiant heat flux of exposed attic floor in accordance with ASTM E970. 6.6 Report of fire testing in accordance with NFPA 285, and related engineering analysis. 6.7 Report of potential heat tests in accordance with NFPA 259. 7.0 IDENTIFICATION All packages and containers of ENERTITE® NM and ENERTITE® IB-418 insulations must be labeled with the ESR-3102 I Most Widely Accepted and Trusted Page 4 of 16 BASF Corporation, name and address; the product name; Application with a Prescriptive Thermal Barrier: See the flame spread index and the smoke -developed Section 4.3.1, except the approved thermal barrier must index; the shelf life expiration date; and the evaluation be installed in accordance with Section R314.4 of the report number (ESR-3102). 2006 IRC or Section R314.1.2 of the 2003 IRC, as a licable International Fireproof Technology, Inc. / Paint to Protect Inc., DC 315 coating is labeled with the manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration date; the manufacturer's instructions for application, and evaluation report number (ESR-3702). Fireshell F10E, coating is labeled with the manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration date; the manufacturer's instructions for application, and the evaluation report number (ESR-3997). Intumescent coatings described .in Sections 3.5.1, 3.5.2 and 3.5.4 are identified with the manufacturer's name and address, the product trade name and use instructions. 8.0 OTHER CODES In addition to the codes referenced in Section 1.0, the products in the report were evaluated for compliance with the requirements of the following codes: 2006 and 2003 International Building Code® 2006 and 2003 International Residential Code® 2006 and 2003 International Energy Conservation Code° The products comply with the above -mentioned codes as described in Sections 2.0 through 7.0 of this report, with the revisions noted below: Application with a Prescriptive Ignition Barrier: See Section 4.4.1, except an ignition barrier must be installed in accordance with Section R314.2.3 of the 2003 IRC, or Section R314.5.3 or R314.5.4 of the 2006 IRC. Application without a Prescriptive ignition Barrier: See Section 4.4.2, except that combustion air is provided in accordance with Sections 701 and 703 of the 2006 IECC. Protection against Termites: See Section 5.7, except use of the insulation in areas where the probability of termite infestation if "very heavy" must be in accordance with Section 320.4 of the 2003 IRC or Section R320.5 of the 2006 IRC. Jobsite Certification and Labeling: See Section 5.8, except jobsite certification and labeling must comply with Section 102.5.1 of the 2003 IECC, or Sections 102.1.1 and 102.1.11, as applicable, of the 2006 IECC. TABLE 1—THERMAL RESISTANCE (R-VALUES"') ENERTITE® NM THICKNESS (inches) R-VALUE (°F•ft'.h/Btu) 1 3.9 2 7.6 3 11 3.5 13 4 15 5 19 5.5 21 6 22 7 26 7.5 28 8 30 9 33 9.5 35 10 37 11.5 43 12 45 16 59 ENERTITE® IB-418 THICKNESS (inches) R-VALUE (°F•ft'.h/Btu) 1 4.1 2 8.0 2.5 10 3 12, 3.5 14 4 15 5 19 5.5 21 6 23 7 27 7.5 29 8 31 9 35 9.5 37 10 39 11.5 44 12 46 16 62 For SI: 1 inch = 25.4 mm, 1IF•ft2-h/Btu = 0.176 11 OK- mZAN. R-values are calculated based on tested K values at 1- and 4-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. ESR-3102 I Most Widely Accepted and Trusted Page 5 of 16 t TABLE 2—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER' INSULATION MAXIMUM MAXIMUM FIRE -PROTECTIVE MINIMUM May be left TESTS TYPE THICKNESS THICKNESS (in) COATING MINIMUM APPLICATION RATE exposed as SUBMITTED in) (Wall Ceilings, Underside THICKNESS & TYPE OF FIRE -PROTECTIVE an Interior Cavities) of Roof Sheathing / Applied to all Foam COATING Finish Rafters & Floors Surfaces )2 71/2 141/2 DC315 1.12 gal / 100 ft2 Yes NFPA 286 18 wet mils ENERTITE® NM 91/2 11'/2 Fireshell F10E 1.18 gal / 100 ft2 Yes NFPA 286 18 wet mils For SI: 1 inch = 25.4 mm; 1 mil = 0.0254 mm; 1 gallon = 3.38 L; 1 ft2 = 0.093 m2. See Section 4.3.2. ZSee Sections 3.5.3 and 3.5.5. TABLE 3—USE OF INSULATION. IN ATTICS AND CRAWL SPACES WITHOUT A PRESCRIPTIVE IGNITION BARRIER' INSULATION MAXIMUM MAXIMUM FIRE PROTECTIVE COATING MINIMUM TESTS TYPE THICKNESS (in) THICKNESS (in) MINIMUM THICKNESS AND TYPE APPLICATION SUBMITTED Wall Cavities and Underside of Roof Applied to all Exposed RATEOF THE Attic Floors) Sheathing/Rafters and Foam Surfaces)2 FIRE - floors) PROTECTIVE COATING 11'/4 16 SPRAYCOATTM' 1920 0.59 gal/100 ft2 AC377 8 wet mils (4 mils dry) Appendix X 111/4 16 FIRESHELL®(IB-4) 0.68 gal/100 ft2 AC377 8 wet mils (4 mils dry) Appendix X ENERTITE® NM 111/4 16 No -Burn Plus XD 0.37 gal / 100 ft2 AC377 6 wet mils (4 dry mils) Appendix X 10 14 ENERTITE® IB-418 Spray Foam 2.0 inches AC377, 2 inches thick Appendix X ENERTITE®IB-418 12 16 No covering required N/A AC377, Appendix X For SI: 1 inch = 25.4 mm; 1 mil = 0.0254 mm; 1 gallon = 3.38 L; 1 ft2 = 0.093 m2. See Section 4.4.2. ZSee Sections 3.5.1, 3.5.2 and 3.5.4. TABLE 4—USE OF ENERTITE® NM AND ENERTITE® IB-814 IN EXTERIOR WALL CAVITIES OF BUILDINGS OF TYPES I, II, III AND IV CONSTRUCTION Wall Component Materials 1 — Concrete wall Base Wall System — 2 — Concrete masonry wall' Use either 1, 2 or 3 3. —1 layer of %-inch-thick (15.9 mm) Type X gypsum wallboard installed on the interior side of minimum 3%-inch- dee 92 mm); minimum 18 gauge thick steel studs spaced a maximum of 24 inches 610 mm on center. Perimeter fire barrier system complying with 2015 or 2012 IBC Section 715.4 (2009 IBC Section 714.4) shall be Perimeter Fire Barrier installed, as applicable, to fill the void between the edge of the concrete floor slab and the interior surface of the System exterior wall assembly. 1 — Maximum nominal thickness of 6 inches (152 mm) of ENERTITEO NM or ENERTITE IB-418 applied to the Interior Insulation — interior surface of Base Wall System 1 or 2 (See Note 1). Use either 1, 2, 3, 4 or 2— Maximum nominal thickness of 6 inches (152 mm) of ENERTITE® NM or ENERTITE® IB-418 applied using the 5 or combinations of 3 back face of the exterior gypsum sheathing of Base Wall System 3 as the substrate and covering the width of the and 4 or 3 and 5 cavity and the inside of the steel wall stud framing flange. 3 — Fiberglass batt insulation 4 — Mineral wool insulation Exterior sheathing 5/e-inch-thick (15.9 mm) Type X exterior -type gypsum sheathing (for Base Wall System 3) 1 —Any non-combustible exterior wall covering material using any standard installation technique 2 — Any non-combustible exterior wall covering system with a combustible WRB that has successfully been tested Exterior Wall in accordance with NFPA 285 Covering Details of the exterior wall covering must be provided to the code official by the report holder, designer or specifier, with an engineering analysis demonstrating that (1) the exterior wall covering conforms to ASTM E136 and (2) the addition of the wall covering nad/or water -resistive barrier to the assembly described in this section does not negatively affect conformance of the assembly with the requirements of IBC Section 2603.5. Fireblocking per Section 718 of the 2012 IBC and thermal barrier material requirements must be met for Base Wall Systems 1 and 2, as required by specific wall construction details when combustible concealed space is created on interior side of exterior wall assembly. 2 Insulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2 (2009 IBC Section 719.2). IMES Evaluation Report ESR-3102 CBC and CRC Supplement Reissued September 2017 Revised October 2017 This report is subject to renewal August 2018. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS 77054 713) 383-4554 www.spf.basf.com EVALUATION SUBJECT: ENERTITE® NM AND ENERTITE® IB-418 OPEN -CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 EVALUATION SCOPE Compliance with the following codes: 2013 California Building Code (CBC) 2013 California Residential Code (CRC) 2013 California Energy Code (CEC) Properties evaluated: Surface burning characteristics Physical properties Thermal resistance (R-values) Attic and crawl space installation Air permeability 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the ENERTITE® NM and ENERTITE® IB-418 insulations described in Sections 2.0 through 7.0 of the master report ESR-3102 comply with the 2013 California Building Code (CBC), the 2013 Califomia Residential Code (CRC), and the 2013 California Energy Code (CEC), when installed in accordance with -the 2012 IBC and IRC provisions, as applicable, of the master evaluation report and the 2013 CEC under the following conditions: In accordance with Section 110.8 of the 2013 California Energy Code, verification of certification by the Department of Consumer Affairs, Bureau of Home Furnishings and Thermal Insulation, must be provided to the code official, demonstrating that the insulation conductive thermal performance is approved pursuant to the California Code of Regulations, Title 24, Part 12, Chapters 12-13, Article 3, "Standards for Insulating Material." The insulations have not been evaluated under CBC Chapter 7A or CRC Section R327, for use in the exterior design and construction of new buildings located in a Fire Hazard Zone within a State Responsibility Area or any Wildland—Urban Interface Fire Area. The insulations have not been evaluated for compliance with the International Wildland—Urban Interface Code®. This supplement expires concurrently with the master report, reissued September 2017 and revised October 2017. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as am —ramp to any finding or other matter in this report, or as to anv product covered by the report. Copyright® 2017 ]CC Evaluation Service, LLC. All rights reserved. Page 6 of 16 IMES Evaluation Report ESR-3102 FBC Supplement Reissued September 2017 Revised October 2017 This report is subject to renewal August 2018. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS 77054 713) 383.4554 www.sof.basf.com EVALUATION SUBJECT: ENERTITE® NM AND ENERTITE® IB-418 OPEN -CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ENERTITE® NM and ENERTITE® IB-418 open -cell spray -applied polyurethane foam insulations, recognized in ICC-ES master report ESR-3102, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2010 Florida Building Code —Building 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The ENERTITE® NM and ENERTITE® IB-418 spray -applied polyurethane foam insulations described in Sections 2.0 through 7.0 of the master evaluation report comply with the 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential, provided the installation is in accordance with the International Building Codee (IBC) provisions noted in the master report. Use of ENERTITE® NM and ENERTITEO IB-418 spray -applied polyurethane foam insulations has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2010 Florida Building Code -Building and the 2010 Florida Building Code —Residential, provided ENERTITE® NM and ENERTITE® 1B-418 spray -applied polyurethane foam insulations used in exterior walls of multistory buildings located in the High -Velocity Hurricane Zone, comply with Section 2.612.3.2.4 of the Florida Building Code —Building. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued September 2017 and revised October 2017. ICC-ES Evaluation Reports are not to he construed as representing aesthetics or anv other attributes not specifically addressed, nor are they to be construed I " as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. Page 7 of 16 IMES Evaluation Report ESR-3102 Seal & Insulate with ENERGY STAR° Supplement Reissued September 2017 Revised October 2017 This report is subject to renewal August 2018. wwwJcc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: BASF CORPORATION 1703 CROSSPOINT AVENUE HOUSTON, TEXAS 77054 713) 383-4554 www.sof.basf.com EVALUATION SUBJECT: ENERTITE® NM and ENERTITE® IB-418 OPEN -CELL SPRAY POLYURETHANE FOAM INSULATIONS 1.0 EVALUATION SCOPE Conformance to the following requirements: Seal and Insulate with ENERGY STAR® Program —Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: Thermal resistance Surface -burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the ENERTITE® spray -applied foam plastic insulation products described in Sections 2.0 through 7.0 of the master report (ESR-3102) have been reviewed for compliance with the applicable codes noted in Section 1:0 of the master report and with the requirements set forth in the Seal and Insulate with ENERGY STAR® Program —Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation products covered by this supplement are defined as "Spray or Pour Foam Insulation." The requirements for testing laboratory qualifications and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from the Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective aluminum foil). It may be in rigid, semi -rigid, flexible, or loose -fill form. Residential Buildings: Single family homes (attached or unattached), multifamily buildings with 4 units or fewer, or multifamily buildings (condominiums, apartments) with 3 stories or less in height above grade. 3.2 Insulation Product Definition: Spray or Pour Foam Insulation: A thermal insulating material that is sprayed or poured (as a gel or foamy liquid) into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanu rate, phenolic, and cementitious insulation. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed wWasanendorsementofthesubjectofthereportorarecommendationforitsuse. There is no warranty by ICC Evaluation Service, LLC, express or implied, as :a to any finding or other matter in this report, or as to any product covered by the report muavx'c' Copyright 0 2017 ICC Evaluation Service, LLC. All rights reserved. Page 8 of 16 ESR-3102 Supplement I Most IfdelyAccepted and Trusted Page 9 of 16 3.3 Insulation Performance Definitions: R-value: The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR program, only Imperial units will be accepted [(h•ft2-°F)/Btu]. Smoke -Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. Flame -Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The ENERTITE® spray -applied foam plastic insulations have thermal resistance R-values as noted in Table 1 of ESR-3102, based upon testing. 3.5 Installation 3.5.1 General: The installation of the ENERTITE® spray -applied foam plastic insulations must be in accordance with the requirements set forth in Sections 4.0 and 5.0 (as applicable) of ESR-3102. The insulation is manufactured on -site by spray polyurethane foam applicators meeting the qualification requirements stated in Section 5.6 of ESR-3102. The insulation should not be installed in direct contact with chimneys, flues or heat -producing appliances. See Figure 7 for recommended clearances. 3.6.2 Personal Protective Equipment (PPE): The following personal protective equipment (PPE) requirements are reprinted from the website of the American Chemistry Council (ACC) and deal with Spray Polyurethane Foam Health and Safety(http://www.spraypolyurethane.org/PPE): PPE for SPF High Pressure Interior Application: When spraying an SPF two -component high pressure spray polyurethane foam system indoors, sprayers and helpers should wear: A NIOSH-approved full face or hood -type supplied air respirator (SAR) (as outlined in your company's Respiratory Protection Program) MDI-resistant chemical gloves (e.g., nitrile), or fabric gloves coated in nitrile, neoprene, butyl, or PVC Chemically resistant long -sleeve coveralls or chemically resistant full body suit with hood MDI-resistant fitted boots/booties" Protective Clothing: The use of appropriate protective clothing is necessary whenever there is possibility of direct contact with SPF chemicals. The appropriate protective clothing varies depending upon the potential for exposure. Applicators and helpers typically wear disposable coveralls to keep spray and mist from contacting skin and clothing. To protect skin, wear PPE in such a manner as to protect all skin (in other words, there should be no exposed skin showing). When not wearing a hood respirator, select a coverall with an attached hood or spray head cover. For tasks where there is a potential for splash, consider a suit coated with an impermeable coating such as PVC and MDI-resistant fitted boots/booties." Gloves: Gloves made of nitrile, neoprene, butyl or PVC generally provide adequate protection against A -side materials. (See Guidance for the Selection of Protective Clothing for MDI Users, Center for the Polyurethane Industry (CPI) Guidance Document AX178). A -side protection is generally considered adequate to provide B-side protection; however, consult the manufacturer's SDS for specific information about B-side protection." Eye and Face Protection: Appropriate eye protection helps prevent eye contact from splashes of liquid SPF chemicals, accidental sprays of reacting foam, aerosols and vapors that are likely to be present during spraying, and airborne particulate associated with sanding and grinding operations. The type of eye protection needed depends on the nature of the activity." Persons handling liquid SPF chemicals in open containers can protect their eyes by wearing safety goggles or safety goggles in combination with face shields. The use of contact lenses is discouraged. During application of SPF, eye protection may be provided by virtue of wearing a full -face or hood respirator. OSHA requires that an eyewash" or safety shower be provided in the work area where the eyes or body may be exposed to injurious corrosive materials." Consult the SDS for all materials to be used on the job in advance to help you understand whether such materials will be present, and if so, how to comply with applicable OSHA requirements. Respiratory Protection: Engineering controls, such as local exhaust ventilation, can be used to control SPF chemical exposures. Administrative controls, such as work schedules and work practices, are used concurrently to minimize exposure. Respirators are needed when air concentrations continue to exceed occupational exposure limits when engineering and administrative controls are implemented. These limits have been set for a number of SPF chemicals and some common chemicals encountered during SPF application. Air -purifying respirators (APR) and powered air -purifying respirators (PAPR) are generally appropriate for exterior applications and may be used when spraying polyurethane foam in exterior applications. Supplied air respirators (SAR) are ESR-3102 Supplement I Most Widely Accepted and Trusted Page 10 of 16 typically used in interior applications. Refer to the NIOSH Respirator Decision Logic (2004) for more information regarding respirator selection." Ventilation of the work area is required and should be in accordance with Ventilation Considerations or Spray Polyurethane Foam: Guidance on Ventilation During Installation of Interior Applications of High -Pressure Spray Polyurethane Foam as published by the Spray Foam Coalition (SFC) of the Center for the Polyurethanes Industry (CPI). The following statement regarding ventilation of the work area is reprinted from the guidance document: Work zone mechanical ventilation during and after SPF installation is designed to prevent workers and others in the area from being exposed to SPF chemicals above recommended or permissible levels. Potential health effects from exposure above recommended levels can range from no effects to slight irritation of the eyes, skin or respiratory system to the development of chronic lung or pulmonary disease depending on the individual person and level and duration of overexposure." 3.6.3 Occupancy Time after Installation: The re-entry or re -occupancy time shall be in accordance with the manufacturer's installation instructions, which are reprinted on pages 4 and 5 of this certification. 3.5.4 Figures: Figures 1 through 6 represent general installations of the ENERTITE®spray-applied foam plastic insulations in vented and unvented crawl spaces, the interior of below -grade foundation walls, the exterior of above -grade walls, and in vented and unvented attics. Figure 7 depicts minimum clearances to heat -producing objects. These figures are for illustration purposes only and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued September 2017 and revised October 2017. ESR-3102 Supplement I Most I ldelyAccepted and Trusted Page 11 of 16 Ira The Chemical Company BASF Re -Occupancy Times for Interior Building Spray Applications Jim Andersen, Marketing Applications Specialist SR 021514 Introduction The application of spray foam insulation is done through special high pressure spray application equipment, Low pressure application units or single component foams. This document will discuss two part foams field process using high pressure application equipment. When the combination of liquid part A compound and liquid B compound is done to produce either closed cell or open cell spray foam insulation there are potential health hazards during the application. OSHA and other government agencies have established protection requirements for all workers that can be exposed to the chemicals during the spray application. Only trained and properly protected workers are allowed in the spray application areas during the spraying and for a period after the spraying has stopped. Requirements The spray area should be posted with keep out WARNING signs before and after spraying. Workers only that are trained and have the necessary personal protection equipment are allowed inside the spray area. All others must be kept out as well as pets. Ventilation of the spray area is to be done incorporating the guidance documents: Ventilation Guidance for Spray Polyurethane Foam Application," published by the U.S. Environmental Protection Agency (EPA), online at www.epa.gov/dfe/pubs/projects/spf/ventilation-guidance.html and "Good Practices — Engineering Controls and Ventilation," published by the American Chemistry Council's Center for the Polyurethanes Industry, available online at: www.spraypolyurethane.org/GoodPractices#EngineeringControls The following general requirements must also be followed, Code of Federal Regulations Title 29 CFR §1926.20 Safety and Health Regulations for Construction: General Safety and Health Provisions available online at www.osha.gov/pIs/oshaweb/owadisp.show document?p table=STANDARDS&p id=10606 The applicators and building owners should visit www.spraypolyurethane.org and also www.spf.basf.com for up to date information about spray polyurethane foam construction applications before starting projects. Industry Established Re Occupancy Times The Spray Foam Industry and government agencies have worked together to establish general guidelines for re occupancy. These can be found at www.spraypolyurethane.org. The general statement of 24 hours for re occupancy times for interior building applications is the general rule BASF suggests for two part high pressure spray. Evaluation reports for many types of building products, including SPF insulation, often include the suggested reoccupancy time, which is variable: for an interior application using two -component high-pressure SPF, some manufacturers recommend 24 hours before reoccupancy, and for an interior two -component, low-pressure SPF kit application, some manufacturers recommend a one hour reoccupancy time. Consult the product manufacturer to determine the recommended reoccupancy time for the particular job and SPF in use. Note: "Exterior applications where the spray application is done to a roof top application or exterior walls and where there is wide open air spaces; the risk control is done by closing off all air intake areas to a building interior, (windows, doors, warning signs and HVAC intake vents). Roof or exterior applications will generally have plenty of ventilation with natural wind as well as massive volumes of space to dissipate the concentration of materials. Therefore the controls used for interior applications are not generally required, such as added ventilation. The elastomeric roof coatings vary in risks and must be assessed and the risks evaluated on a job by job and material specific basis by the spray foam applicator company. BASF Re Occupancy Research BASF, Air Products and Honeywell have conducted proprietary studies for indoor air quality measurements on spray foam applications to retrofit attics. Robert, William, James Andersen, Richard Wood, and Mary Bogdan. Ventilation and Re -Occupancy of a Residential Home Sprayed with High Pressure Polyurethane Foam." Presented at the CPI Technical Conference, September 2012 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 12 of 16 1 This study of three houses where the attic was sealed and ventilated during the spray application has resulted in no chemicals detected within the house at levels greater than those currently assigned levels by government agencies and private chemical manufactures' Material Safety Data Sheets (MSDS) or Safety Data Sheets (SDS). This particular application process indicates 2 hours after spraying has stopped and ventilation continued that re - occupancy can occur within the homes. The spray foam was done above the sheetrock in non inhabited attic spaces. BASF continues field monitoring testing as well as supports continued research being done by the American Chemistry Council/Center for the Polyurethane Industries of which we are an active member. Summary This information has been provided for use by our spray foam applicators and distributors use. It may also be used to inform end customers who have contracted to have spray foam produced by spray foam applicators to their buildings. It is offered in good faith and believed to present the risks and best industry practices to manage them. Since each field application is different the responsibility rests with spray foam applicators to assess the job risks and control them per the OSHA and others requirements. Technical Questions can be directed to BASF Technical Services 800-706-0712. ESR-3102 Supplement I Most Widely Accepted and Trusted Page 13 of 16 Conditioned Crawl Space Detail BASF Spray Foam application to the inside of a conditioned crawl space. CAM a Ml DRAI FIGURE 1 BASF SPRAY FOAM WEATHER RESISTANT BARRIER THERMAL BARER SIDING SHEATHING SILL PLATE EAL,ANT FINISHED FLOOR SUB FLOOR FLOOR JOCST THERMAL AARRER* as reWI-d by code) MASONRY BLOaS BASF SPRAY FOAM FOOTING VAPOR BARRIER SEALED AND FASTENED To FOIMUATION WALL. Wore oroetat X6 entry I$ for the service of utuRles only. the uses of (herrrid! and 1 ion barriers oo 3t0 Cortetchee Interior dot a o} tfm aSR— omNted. See Easl apWffc information, Non -Conditioned Crawl Space Detail BASF Spray Foam applied in a non —conditioned crawl space. BASF SPRAY FOAM SEALANT FLOOR SLIB:LOOR 1 ANT I BASF SPRAY FOAM Lj THERMAL BARRIER 00 rowkod by code) FLOOR MST RIM JOIST r, oft" Ort llodo Crary bA for SILL PLATE the Ponape of VUUtte4 ON% the uses of thermo and'. SEALANT IgnRion banters an the rote v side of thSrdw mbe omitted epacifk Information. 777-7 S F i N FIGURE 2 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 14 of 16 FinishedBasement Detail BASF Spray Foam applied In the band/rim joist area and walls of a finished basement SPRAY FOAM fLOOR JOIST BASF SPRAY FOAM SAND/ ram AM SILL PLATE PWtM/ 9L= FOUNDAWN BASF SPRAY FOAM THERMAL BARRIER SEALANT OVER BOLD BREAK CONCRETE SLAB FIGURE 3 Cathedral Ceillny Metal A cathedral ceiling Insulated wit BASF Spray Foam. i11T tAt UNDERLATI" t ANa IAY FOAM* SARWER IAY FOAM* an dotermh1w by fEtx roqulroments and c0mate WC Unrented roof Woembliea 692 oompty : the raqui Onto losmd M the IRG sectfan RN&4 FIGURE 4 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 15 of 16 SA SF S" Fwmwm fiber w" 71bv, or h emkitsfm +ailh otter iftWhftm woteAh . For' Vtirum tmtdW the Utid4ne a shop De dat&mbm by the iMuhsttift to nor of the are p Wdk efWo" aHna®aa mate based cpon IRC S&-jon 6W 4. C4nsuM ESR-3102 tiff bpaeffz infolmabofl p b*V 1a aNWrul0wft M Fceatrktfm"e coda Mo2amenb3: FIGURE 5 ESR-3102 Supplement I Most Widely Accepted and Trusted Page 16 of 16 Exterior Wall Detail Interior Wall Connection BASF Spray Foam` Thermal Barrier J' Gypsum Wall Board Exterior Sheathing Insulation thcikness determined by IECC requirements and climate zone. FIGURE 6 Recessed Fixture Detail The use of a recessed light fixture in conjunction with BASF Spray Foam 1 1/2' MINERAL WOOL MINIMUM OR TO DESIGN THICKNESS SPRAY .FOAM TO DESIGN IMPORTANT. MUST BE SEPARATED FROM RECESSED LIGHTS BY 2'. MUST BE c SEPARATED FROM FIREPLACE FLUES BY 3' SURROUND WITH GYPSUM BOX `— 1/2- GYPSUM WALLBOARD MINIMUM) RECESSED LIGHTING FIXTURE AND HEAT LAMPS FIGURE 7 COMcheck Software Version 4.0.7.0 0 F fT-= C" Envelope Compliance CertificaLVNEIGH7-0 PERMIT Project Information Energy Code: 90.1 (2010) Standard Project Title: Location: Sanford, Florida p STATE OF ' Climate Zone: 2a i 4% Project Type: Addition Vertical Glazing / Wall Area: 3% //sL l G \\\ litli tE Construction Site: Owner/Agent: Designer/Contractor: 900 South French Ave SC 32771 C4 Architecture Sanford, FL 32771 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m Building Area Floor Area 1-Warehouse : Nonresidential 2011 Envelope Assemblies Assembly Roof 1: Insulation Entirely Above Deck: High Albedo Roof Required, 3- Year-Aged Solar Reflectance = 0.55, Thermal Emittance = 0.75 (e), Bldg. Use 1 - Warehouse] NORTH Exterior Wall 2: Concrete Block:8", Partially Grouted, Cells Insulated, Medium Density, Furring: None (d), [Bldg. Use 1 - Warehouse] SOUTH Exterior Wall 3: Concrete Block:8", Partially Grouted, Cells Insulated, Medium Density, Furring: None (d), [Bldg. Use 1 - Warehouse] Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID _, SHGC 0.50, VT 0.60, [Bldg. Use 1 - Warehouse] (c) Door 1: Other Door, Non -Swinging, [Bldg. Use 1 - Warehouse] WEST Exterior Wall 1: Concrete Block:8", Partially Grouted, Cells Insulated, Medium Density, Furring: None (d), [Bldg. Use 1 - Warehouse] Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter 760 --- 13.0 0.073 0.048 220 --- 10.0 0.059 0.151 220 --- 10.0 0.059 0.151 32 --- --- 0.600 0.750 90 -- --- 0.300 1.450 570 --- 10.0 0.059 0.151 a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. b) 'Other' components require supporting documentation for proposed U-factors. c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. rSANFORD Project Title: R-e—p Edate: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21—PermitSet\EnergyChecks.cck Page 1 of 18 d) CMU insulated cells must be filled with a material having a maximum thermal conductivity of 0.44 Btu in./h-ft2-degrees F. Perlite, vermiculite, polystyrene beads, or spray foam as defined in ASHRAE 2009 Handbook of Fundamentals meet this requirement. Other materials require documentation of thermal conductivity. e) High albedo roof requirement options: 1) 3-year aged solar reflectance >= 0.55 thermal emittance >= 0.75, 2) 3-year aged solar reflectance index >= 64.0: Envelope Compliance Statement ComplianceStatement: The proposed --`envelope design represented in this document is consistent with the building plans, specifications;, and other'calculations submitted with this permit application. The proposed envelope systems have been designed - to meet the.90:.1 (20110) Standa-rd requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory; r qyire ''enEs listed in theanspection Checklist. ra— me - Title ,.4, x';j= ' gnature Date Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 2 of 18 COMcheck Software Version 4.0.7.0 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 900 South French Ave Sanford, FL 32771 Allowed Interior Lighting Power 90.1 (2010) Standard Addition Owner/Agent: Designer/Contractor: SC 32771 C4 Architecture 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m A Area Category B C D Floor Area Allowed Allowed Watts ft2) Watts / ft2 (B X C) 1-Warehouse:Mediurri/Bulky Material Storage 2011 0.58 1166 Total Allowed Watts = 1166 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Warehouse: Medium/Bulky Material Storage LED 1: LED Other Fixture Unit 40W: 1 22 42 924 Total Proposed Watts = 924 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title ure at Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21—PermitSet\EnergyChecks.cck Page 3 of 18 COMcheck Software Version 4.0.7.0 Exterior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2010) Standard Project Title: Project Type: Addition Exterior Lighting zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 900 South French Ave SC 32771 C4 Architecture Sanford, FL 32771 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m Allowed Exterior Lighting Power A B I C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Outdoor sales area/lot 525 V 0.25 Yes 131 Total Tradable Watts (a) = 131 Total Allowed Watts = 131 Total Allowed Supplemental Watts (b) = 600 a) Wattage tradeoffs are only allowed between tradable areas/surfaces. b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Outdoor sales area/lot (525 ft2) Tradable Wattage LED 1: LED Linear 33W: 1 6 25 150 Total Tradable Proposed Watts = 150 Exterior. . .n 79%.betterthan code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Versio 4.0.7.0 and to comply with any applicable tmandatoryrequirementslistediptheInspectionChecklis e- Project Title: Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Da e Report date: 11/30/17 Page 4 of 18 InCOMcheck Software Version 4.0.7.0 Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2010) Standard Project Title: Location: Sanford, Florida Climate Zone: 2a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 900 South French Ave SC 32771 C4 Architecture Sanford, FL 32771 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 48 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: Unspecified Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Versi 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist__— e - Title nature 44 Date Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 5 of 18 COMcheck Software Version 4.0.7.0 Inspection Checklist Energy Code: 90.1 (2010) Standard - Requirements: 2.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Complies? Comments/Assumptions' Req.ID 4.2.2,5.4. Plans and/or specifications provide all Complies 3.1.1,5.7 information with which compliance Does Not PR1]1 can be determined for the building Not Observable: envelope and document where Not Applicableexceptionstothestandardare claimed. 4.2.2,6.4. Plans, specifications, and/or Complies 4.2.1,6.7. calculations provide all information Does Not 2 PR2]1 with which compliance can be determined for the mechanical Not Observable; systems and equipment and Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. 4.2.2,8.4. iPlans, specifications, and/or Complies Requirement will be met. 1.1,8.4-1.'1calculations provide all information UDoes Not 2,8.7 with which compliance can be Not Observable PR6]2 determined for the electrical systems Not Applicable ; and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. 4.2.2,9.4. ; Plans, specifications, and/or Complies 4,9.7 calculations provide all information Does Not PR4]1 with which compliance can be Not Observable; determined for the interior lighting and electrical systems and equipment Not Applicable and document where exceptions to ithe standard are claimed. Information I provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 9.7 Plans, specifications, and/or Complies PR8]1 calculations provide all information Does Not with which compliance can be Not Observable determined for the exterior lighting Not Applicablelandelectricalsystemsandequipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 6.7.2.4 Detailed instructions for HVAC Complies PR5]1 systems commissioning included on Does Not the plans or specifications for projects Not Observable 50,000 ft2. Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21—PermitSet\EnergyChecks.cck Page 6 of 18 Additional Comments/Assumptions: 111 High Impact (Tier 1) '2. Medium Impact (Tier 2) 3 >1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 7 of 18 Section Footing / Foundation Plans Verified Field .Verified Complies?. Comments/Assumptions Req.ID Inspection Value Value - 5.53.3 Below -grade wall insulation R ; R- R- Complies ;See the Envelope Assemblies fO1]2 value. Does Not ;table for values. j Not Observable ' 3 Not Applicable 5.53.5 Slab edge insulation R-value. R- R Complies ;See the Envelope Assemblies FO3j2 Unheated Unheated Does Not ,table for values. Heated Heated Not Observable ; Not Applicable 5.5:3.5 Slab edge insulation ft ft Complies ;See the Envelope Assemblies FO5]2 idepth/length. j T Does Not ;table for values. Not Observable ; Not Applicable , 5.8.1.7.3 Insulation in contact with they has bi Complies r.` DoesFO7]1 ground <=0.3% water Not absorption rate per ASTM C272 Not Observable ' Not Applicable 6.4..3.8 Freeze protection and snow/ice melting for future Com lies ; DoesFO9]3 system sensors Not connection to controls. i Not Observable ; Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 1,,2 . Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 8 of 18 Section Fr'&min / Rough -In Inspection9 Plens Verified. Fieltl Verifietl Compiles Comments/Assumptions Req.ID Value °: Value .' 5.4.3.2 Factory -built fenestration and doors labeled g' Complies ; DoesFR1]3. are as meeting air leakage requirements. Not r`, q;a Not Observableir,, J+ R Not Applicable 5.5.43a Vertical fenestration U Factor. U- U- Complies ;See the Envelope Assemblies FR8]1 Does Not ;table for values. Not Observable Not Applicable 5.5.4.3b Skylight fenestration U Factor. U- U- Complies ;See the Envelope Assemblies FR9]1 Does Not table for values. Not Observable Not Applicable 5.5.4.4.1 Vertical fenestration SHGC value. SHGC: SHGC: Complies ;see the Envelope assemblies FR10]1 Does Not ; table for values. Not Observable Not Applicable 5.5.4.4.2 Skylight SHGC value. SHGC: SHGC: I Complies ;See the Envelope Assemblies FR11]1 I I Does Not ;table for values. Not Observable Not Applicable 5 8 2.1 ` i Fenestration products rated in s ° w Complies FR12]2 accordance with NFRC. 11 Does Not Not ObservableP, l 5xp m' Not Applicable 5.8.2.2 Fenestration products are Complies FR13]1 i certified as to performance labels Does Not or certificates provided. Not Observable Not Applicable 5.8.7i3,5. U factor of opaque doors U U Complies ;See the Envelope Assemblies 5 3 6,::. associated with the building Swinging Swinging Does Not ;table for values. FR14]?;;thermal envelope meets Nonswinging Nonswinging Not Observable requirements. 9S Not Applicable 5.4.3.1 Continuous air barrier is r;a y ` m Fm Complies FR15]1 wrapped, sealed, caulked,lr gasketed, and/or taped in an approved manner, except in 1" e_ Does Not Not Observable , Isemiheated spaces and in Not Applicable a i climate zones 1-6. r °f a'"li dam, s a a ew. Additional Comments/Assumptions: 1 High Impact (Tier 1) 1.2 1 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 9 of 18 Section Mechanical Rough, -In Rlans Verified . Field Verified Complies? Comments/As!WmptionsInspectionicaValue] Value -- Req.ID 6.4.1.4,6. HVAC equipment efficiency ; Efficiency: Efficiency: Complies ;See the Mechanical Systems list 4.1.5 verified. Non-NAECA HVAC UDoes Not ;for values. ME1]2 equipment labeled as meeting Not Observable 90.1. Y Not Applicable 6.4.3.4.1 ME3]3 Stair and elevator shaft vents have motorized dampers that c,np Complies Does Not automatically close. a b, Not Observable ; Not Applicable 6.4.3.4.5 ME3'9]3 Enclosed parkingP9 ventilation has automatic 1 emu"r its, & a rHp, Complies Does Not contaminant detection and Rer Not Observable capacity to stage or modulate Not Applicablefansto50% or less of design capacity.w,an," 6.4.3.4.4 Ventilation fans >0.75 hp have Com plies ME5]3 automatic controls to shut off fan a Does Not when not required. Not Observable Not Applicable 6.4.3.9 Demand control ventilation ComliesP ME6]1 provided for spaces >500 ft2 and Does Not 40 people/1000 ft2 occupant Not Observable , density and served by systems a aswithApplicable air side economizer, auto Not1!- A:, modulating outside air damper control, or design airflow >3,000 ro cfm.x i, r" a"a', 6.4.3:10 I Single zone HVAC systems with Complies ;See the Mechanical systems list ME40]2 fan motors >=5 hp have variable Does Not ; for values. airflow controls. Air conditioning T,; Not Observable , equipment with a cooling" a capacity >=110,000 Btu/h has x, pr a Not Applicable variable airflow controls. 6.4.4.1.1 Insulation exposed to weather Complies ME7]3 protected from damage. Does Not Insulation outside of the ha b li a; ar' Not Observable conditioned space and associated Not Applicable ; with cooling systems is vapor retardant. mw 6.4.4:1.2• HVAC ducts and plenums R- ; R- Complies ME8]2 jinsulated. Where ducts or UDoes Not plenums are installed in or under Not Observable ' a slab, verification may need to Not ApplicablejoccurduringFoundation 7Inspection. 6.4.4.1.3 1 HVAC piping insulation thickness. in. ; in. ComP lies ME9]2 Where piping is installed in or Does Not under a slab, verification may UNot Observable need to occur during Foundation Inspection. Not Applicable ; 6.4.4.1.4 ME41]3 Thermally ineffective panel surfaces of sensible heating d " CompliesJEDoesNot panels have insulation >= R-3 5 xu ,. Not Observable ; Not Applicable 6.4.4:2.1 Ducts and plenums sealed based Complies ; ME1"0;]? j'on static pressure and location." 1i` Does Not Not Observable ; rz Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 10 of 18 Section Mechanical Rough In> Plans Verified ,, ,Field Verified , Complies.eValue Comments/Assume€ions Req.ID Inspection Value 6.4.4.2.2 Ductwork operating >3 in. water Complies ME11]3 column requires air leakage Does Not Resting. Not Observable ; RI Not Applicable 6.5.2.3 Dehumidification controls Complies ME1g]3 provided to prevent reheating recooling, mixing of hot and cold Does Not airstreams or concurrent heating Not Observable , and cooling of the same Not Applicable s ' airstream. 6.5:3.3 Multiple zone VAV systems with Plyis , , r biz Complies ;See the Mechanical Systems list ME42] 3 iDDC of individual zone boxes 4 y ' Does Not ; for values. have static pressure setpoint reset controls. Not Observable Not Applicable 6. 5.4.1 HVAC pumping systems >10 hp Complies ME25] 3; tidesigned for variable fluid flow. q9::'p '_ Does Not s Not Observable Not Applicable 6. 5.6.1 Exhaust air energy recovery on x Complies ME56] 1 systems meeting Table 6.5.6.1 a Does Not p F'i i": ' t r Not Observable 1 ia`a ;xt 4, Not Applicable 6. 5.7.,1.1 ' Kitchen hoods >5,000 cfm have l p "e " ` Complies ME32] make up air >=50% of exhaust Does Not air volume. re- Not Observable x" Not Applicable 65. 7.1.5 Approved field test used to a IiGk a L a i Complies ME49] 3 evaluate design air flow rates r Does Not and demonstrate proper capture and containment of kitchen Not Observable , Not Applicable F6.5.7.2 exhausts stems. ME33] 1 Fume hoods exhaust systems 15, 000 cfm have VAV hood fig' ? Complies ; s r F; Does Not exhaust and supply systems, Not Observable ; direct make-up air or heat Not Applicable recovery. 6; 5 8 1 y Unenclosed spaces that are heated heat. Complies Does ME34] use only radiant r, Not 5 a i dk a Not Observable Not Applicable 6. 5.9 Hot gas bypass limited to: <=240 Complies ME35] 1 kBtu/h - 50% >240 kBtu/h - 25% Does Not Not Observable Not Applicable ari'rhkl irniri`" it, txt d}'„r P11 "! Additional Comments/Assumptions: 1 IHigh Impact (Tier 1) :2" 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 11 of 18 Section Rough -In Electrical Inspection Complies? Comments/Assumptions Req.ID 8.4.2 At least 50% of all 125 volt 15- and Complies :Requirement will be met. EL10]2 i 20-Amp receptacles are controlled by Does Not an automatic control device. Not Observable; j Not Applicable 9.4.1.1 iAutomatic controls to shut off all Complies EL1]2 building lighting. Does Not Not Observable Not Applicable 9..4.1.2 Independent lighting controls installed Complies Et2]2 per approved lighting plans and all Does Not manual controls readily accessible and; UNot Observable; visible to occupants. Not Applicable 9.4.1.3 Parking garage lighting is equipped Complies ELll]2with required lighting controls and Does Not daylight transition zone lighting. Not Observable Not Applicable 9.4.1.4 Primary sidelighted areas >=250 ft2 Complies EL12]1 are equipped with required lighting Does Not controls. Not Observable Not Applicable 9.4.1.5 Enclosed spaces with daylight area Complies EL13]1 under skylights and rooftop monitors Does Not 900 ft2 are equipped with required Not Observable lighting controls. Not Applicable 9.4.13 Automatic lighting controls for exterior;Complies EL3]2 lighting installed. Does Not Not Observable Not Applicable 9.4.1.6 Separate lighting control devices for I Complies EL4]1 specific uses installed per approved Does Not lighting plans. Not Observable Not Applicable 9.4.2 Exit signs do not exceed 5 watts per Complies EL6]1 face. Does Not Not Observable Not Applicable 9.4.3 Exterior grounds lighting over 100 W ElComplies EL7]1 provides >60 Im/W unless on motion UDoes Not sensor or fixture is exempt from scope Observable of code or from external LPD. Not Not Applicable 9.6.2 Additional interior lighting power Complies EL8]1 allowed for special functions per the Does Not approved lighting plans and is Not Observable automatically controlled and Applicable ; separated from general lighting. Not 10.4.1 Electric motors meet requirements Complies EL9]2 iwhere applicable. j Does Not j Not Observable 3 Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21-PermitSet\EnergyChecks.cck Page 12 of 18 1 IHigh Impact (Tier 1) 12 : Medium Impact (Tier 2) 13, 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 13 of 18 Section Insulation Inspection Plans Verified Val . Field Verified Value' Complies?-° Coriiinents/Assumptions: Re4.ID 5.4.3.1 All sources of air leakage in the t Complies IN1]1 building thermal envelope are 0 Does Not sealed, caulked, gasketed, stripped or wrapped with 4 Not Observable weather moisture vapor -permeable` Not Applicable wrapping material to minimize air leakage. 5.5.3.1 Roof R-value. For some ceiling R- R- Complies ;See the Envelope Assemblies IN2]1 systems, verification may need to , Above deck Above deck Does Not table for values. occur during Framing Inspection. i Metal ; Metal UNot Observable Attic Attic Not Applicable 5.8.1.2,5. Roof insulation installed per Complies ; Does8.1.3 manufacturer's instructions. Not IN3]1 Blown or poured loose -fill Not Observable insulation is installed only where the roof slope is <=3 in 12. Not Applicable 5.5.3.1;1 High-albedo roofs satisfy one of SR: SR: Complies IN5]3 the following: Solar reflectance SRI: ;SRI: Does Not 0.55 and thermal emittance Not Observable 0.75, Solar reflectance index Not Applicable ; 64.0, or increased insulation i (assembly <= U-0.03 or >= R- 33.0 insulation). 5.5.3.2 Above grade wall insulation R- R- R- Complies ;See the Envelope Assemblies IN6]1 value. Mass j Mass j Does Not ;table for values. Metal j Metal Not Observable ; Steel ; Steel Not Applicable Wood ; Wood 5.8.1.2 Above -grade wall insulation`' Complies IN7]1 installed per manufacturer's t Does Not instructions. ri le=.. Not Observable ; Not Applicable 5.5.3.4 Floor insulation R-value. R- R- Complies ;See the Envelope Assemblies IN8]2 I Mass Mass Does Not ;table for values. Steel Steel Not Observable F Wood I Wood t Not Applicable r z 5.8.1.1 1Building envelope insulation is Complies IN10]2 labeled with R-value or insulation A - Does Not certificate providing R-value and other relevant data. Not Observable d u 114.Gx Not Applicable 5.8.1.4 Eaves are baffled to deflect air to Complies IN 11]2 above the insulation. Does Not ak rj GIB " ti ik11i is Not Observable s Not Applicable 5.8.1.5 Insulation is installed in Complies IN12]2 substantial contact with the Does Notv3 3 inside surface separating from ir ,, , Not Observable ' yconditioned space 1 space. Not Applicableunconditional 1 lHigh Impact (Tier 1) 12 IMedium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 14 of 18 Section nsulation,lnspect on' RlansVerified,= Field Verified Complies. Comments/Ass'umptions: Req.ID Value. Value 5 8 1,:6 IN13] Recessed equipment installed in building envelope assemblies Complies Does Not does not compress the adjacent' x GI'r ray insulation. Not Observable F a'•Not Applicable y . 5.8.1.7 Exterior insulation is protected ComP liesR from damage with a protective Does Notk material. Verification for exposed Not Observablefoundationinsulationmayneed Ito occur during Foundation Not Applicable Inspection. 5`.8.1.7`.1 Attics and mechanical rooms r Complies ' 1N15]2 ihave insulation protected wherez Does Not adjacent to attic or equipment access. x Not Observable ; Not Applicablei.1.Iy 8.15'.7;2 i Foundation vents do not interfere' Complies IN16]2 with insulation. Does Not Not Observable MOTrli"pxa a X R . Not Applicable 5 8 1.8 IN17]3 Insulation intended to meet the roof insulation requirements, Complies Does Not cannot be installed on top of a suspended ceiling. Mark this requirement if'' u, r r d, ii " r=' []Not Observablei ,wp ; , Not Applicablecompliant insulation is installed accordingly. Additional Comments/Assumptions: 1 IHigh Impact (Tier 1) 2 ]Medium Impact (Tier 2) 13,.1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 15 of 18 Section e. Finallnspectiun Complies?' Comments/Assumptions Req. ID 5. 4.3.3 Weatherseals installed on all loading Complies Fill' dock cargo doors in Climate Zones 4- I Does Not 8 Not Observable; Not Applicable 6. 4.3.1.2 Thermostatic controls have a 5 °F Complies F13] 3 deadband. Does Not Not Observable Not Applicable 6. 4.3.2 Temperature controls have setpoint Complies F120] 3 ioverlap restrictions. Does Not Not Observable Not Applicable 6. 4.33.1 11 HVAC systems equipped with at least Complies F121] 3 one automatic shutdown control. Does Not Not Observable i Not Applicable 6. 4.3.3.2 Setback controls allow automatic Complies FI22] 3 restart and temporary operation as j Does Not required for maintenance. j Not Observable: Not Applicable 6. 4.3.7 When humidification and Complies F16] 3 dehumidification are provided to a Does Not zone, simultaneous operation is Not Observable: prohibited. Not Applicable 6. 7.2.1 Furnished HVAC as -built drawings I Complies FI7] 3 submitted within 90 days of system Does Not acceptance. Not Observable j Not Applicable 6. 7.2.2 Furnished O&M manuals for HVAC I Complies F18] 3 systems within 90 days of system Does Not acceptance. Not Observable; Not Applicable 6. 7.2.3 An air and/or hydronic system Complies F19] 1 balancing report is provided for HVAC Does Not systems serving zones >5,000 ft2 of Not Observable; conditioned area. Not Applicable ; 6. 7.2.4 HVAC control systems have been Complies FI10] 1tested to ensure proper operation, Does Not calibration and adjustment of controls. Not Observable; Not Applicable 8. 7.1 1 Furnished as -built drawings for Complies FI16] 3 electric power systems within 30 days Does Not of system acceptance. Not Observable Not Applicable 8. 7.2 Furnished 0&M instructions for Complies FI17] 3 systems and equipment to the Does Not building owner or designated Not Observable representative. Not Applicable 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 16 of 18 Section51 Final Inspection`_.Co'mplies? Comments/Assui»p#ions- 9.2.2.3 Interior installed lamp and fixture ;Complies See the Interior Lighting fixture schedule for values. F118]1 lighting power is consistent with what Does Not is shown on the approved lighting x Not Observableplans, demonstrating proposed watts Not Applicablearelessthanorequaltoallowed watts. 9.4.3 Exterior lighting power is consistent Complies ; See the Exterior Lighting fixture schedule for values. F119]1 with what is shown on the approved Does Not lighting plans, demonstrating less than Not Observable proposed watts are or equal to allowed watts. Not Applicable 10:4.3 Elevators are designed with the Complies FI24]2 proper lighting, ventilation power, and Does Not standby mode. Not Observable; i Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 17 of 18 Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 18 of 18 Permit # / > —_?Y SP Project Location Address 900 French Ave, Sanford, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional 7 k % "! 3 , , 46, Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hung OVO4 C- o 1 1 / Fixed 7 7 142 V. p Awning t Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category /Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation y Waterproofing, Built up roofing i %,!Y'r ' l t rft-: ' ! 2 ., - yrZ r.- •; 3; System Modified Bitumen Single Ply Roof Systems Roofin slate Cements[, Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other Ile June 2014 r IGQ.7G I -n-/ June 2014 AA CREEK TAMKO BUILDING PRODCUTS,'INC. UnderlaymentsTAMKO TECHNICAL SERVICES, L.LC TAMKOO ASTM Tile ASTM D 6380, Class M, Type II underlayment Constructed from, an organic: felt saturated Underlayment with asphalt then coated on both sides with asphalt and.surfaced with, granules. Application: The underlayment shall`be installed with minimum 2" side laps and minimum 4",staggered end' laps and in accordance with FRSA/TRI ` 07230- for the applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO@) Master ASTM D 63a0, Class S, Type IV untledayment constructed from an organic felt saturated Smooth with asphalt then coated on. both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be• installed along, the valley in accordance with FBC. requirements. Allowable roof coverings: _ Attachment of ,asphalt _shingle valleys; shall be permitted in accordance with the. FBC. TAMKO@) Moisture Self -adhered;; ASTM D 1970, fiberglass reinforced, modified' bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-112" side laps and minimum 6" staggeredend laps_ Min.' application temperature: 40°F. Allowable roof coverings: Attachment of asphalt shingles ;and mechanically fastened , concrete 'and -clay tile• roofing shall be permitted in accordance with the FBC, TAMKO® No. 1 sASTM ASTM D 226,'Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Drgani, c Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings:. Attachment of asphalt shingles, metal roofing, wood shingles,, wood shakes, and roll roofing shall be. permdted': in accordance with the FBC, T. AMKOSNo. 15 UL ASTM D.226, Type I underlayment constructed from a non -perforated organic felt that - 'is Asphalt Saturated saturated with asphalt: Organic. - Felt Application: The underlayment shall be installed with minimum 2" side laps, and minimum 4" end laps, Allowable roof, coverings; Attachment of asphalt 9hinglesi metal roofing, wood shingles„ wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001. 3 FL123A-137 Page 2 of 4 This evaluation report is provided for State of Florida. product approval under Rule'i61 G20-1 The manufacturer shall' notify CREEK: Technical Services,. LLC of any product changes or quality assurance changes throughout,the duration for which this report is valid.. This evaluation report does: not express nor imply warranty, installation, recommended use, r or'otherproduct attributes<that areof specifically addressed herein. CREEKTAMKO BUILDING PRODCUTS,-INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO@ No. 30 ASTM ASTM D 226,, Type 11 .underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The undeflayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles; metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO@ No. 30 UL ASTM D 226, Type II underlay_ ment constructed from a non -perforated organic: felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall 'be installed with minimum 2" side laps, and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO@ TW Metal and Self -adhered, flexible, ASTM. D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polyrner film on the surfaiia 'and at removable release film on the adhesive 'side.. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps; Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles, metal roofng, and and_ mechanically fastened clay concrete tiles shall be permitted'in;accordance with the FBC.' TAMKOO T.W Self -adhered, flexible,. ASTM D 1970, rubberized asphalt sheet 'membrane, with a Undedayment polymer film on the surface and a removable release film on the adhesive side, Application: ` The underlayment shall be attached by adhering directly to the roof deck with, minimum, 4" side laps and minimum 6" staggered,end laps. Min., application temperature: 40°F Allowable roof coverings: ; Attachment of asphalt shingles and metal roofing , shall be,permitted in accordance with the,FBC. TAMKO&TAWFELT Altemate to.ASTM D 226; Type I and;Type Hl underlayment constructed from anon-. perforated organicfelt that, is saturated with :asphalt. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end' laps. Allowable roofcoverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is: provided. for State of Florida: product approval under Rule 61G20-3. The manufacturer shall notify CREEK , Technical`Services,. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does. not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically. addressed.herein. n (Alf OFMCE MIAMI•DADE I MIAMI-DADS COUNTY 4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive PERMIT North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing_the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and. expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture, of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available 'for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0528a26 and consists of this page 1 and evidence pages E-1, E-2 and- E-3, as well as approval document mentioned above. The submitted documentation.was reviewed by Manuel Perez, P.E. NOA No..16-0629.14 Expiration Date: February19, 2019 f71jqJ1(0 Approval Date: August 04,2016 Page 1 4. I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05105116, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared.by Fenestration Testing Laboratory, Inc., Test Reports No:, FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. Submitted under NOA No. 03-1105.01) Man el Pei ez, P.E. Product Co trot taminer NOA 6-0629.14 Expiration Date: February. 19, 2019 Approval Date: August 04, 2016 E-1 t PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0528.26) 2. Glazing complies with ASTM E1300--09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B'Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. Manuel Per z, .E. Product Control am' er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and, sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter ,for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window --- L.M.I." approved on 07/09/15 and expiring on 02/19/19. J ManueG629.14 E. Product Contr in NOA No Expiration Date: Februaryl9, 2019 Approval Date: August 04, 2016 E-3 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY A - UNITS AND CONCRETE WITH.MIN. KSI PER ANCHOR TYPE. SHEET 6 4) ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, 1 WOOD BUCKS DEPICTED AS 2X ARE 1-VT THICK OR 12' MAX. GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE O.C. DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK'DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 6^ INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURA/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN RAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835, 3850 6 7212; ELCO ULTRACON NOX ELCO CRETEFLEX NOA; ANSI/AFBPA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER,THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES, 48" TIP -TO -TIP WIDTH 47" BUCK WIDTH 44VISIBLE LIGHGH TWIDTH c cucrr 6" MAX. I A I C SHEET 6 BUCK SHEET 7 HEIGHT 92- 1/4" VISIBLE 12" MAX. I. LIGHT O.C. HEIGHT 96" i TIP•TO TIP UILDING CODE (FBC), 6TH EDITION S- 2012 FOR WOOD CONSTRUCTION DESIGN PRESSURE RATING IMP&SMALL VARIES, RATED FOIGN MANUAL, ADM-2010 SEE SHEETS 2-5 MISSILE IM 2010 48' BUCK WIDTH - 48' BUCK WIDTH 45- 1/4' VISIBLE 4L, _'14' VISIBLE LIGHT WIDTH GHT WIDTH 1 6' MAX. F, SHEET 8 2' MAX D, SHEET 7 - I H. SHEET 9 C E, SHEEiB I E, SHEETB SHEET7 G, SHEET9 -I G HEET9 98 BUCK HEIGHT T--- / 931/ 4' f— 93• 1l4' VISIBLE VISIBLE 5' MAX / LIGHT LIGHT O.C. HEIGHT HEIGHT I / 96' E GHT F, SHEET 8 B —. I ' 12" MAX. O.C. 6' —D { )~ 12' MAX. O.C. 2' MAX H. SHEET 9 SHEET 6 MAX. SHEET 7 5" MAX. O.C. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION ( TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) GUIDE TO SHEETS; GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 25 DESIGN PRESSURES .................. 25 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION, INT. FIN A.......... B INSTALLATION, INT. FIN 8...........9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES................11 PARTS LIST ................................... 11 FIGURE 1: 12" O.C. r_ fMAX. 12" O.C. MAX. L 6' MAX. T rypa Description Sheet 1 7/16' Laml 3116' An - .090" PVB - 3/16' HS 2 2 7/16'Lams 3116'HS-.090'PVB -3/16'HS 2 3 1-1118" Lanni. IG(3116"T-7118'Air-3118'An-.090'PVB -3118'HS 3 4 1-1/16'Lami. IG 16'T-7116'Air-3116'H5 -.090"PVB-3I16"HS 3 5 7/16' Lemi 3/16' An -.OW SG - 3116" An 4 6 - 7116' Laml 3115' HS - .090' SG - 3/15' HS 4 7 1-1/18'LamI. IG 1B"T-7/18'Air-3116"An •.ZRG-3118'An 5 8 1-1/16'Lami. IG 18"T-7116"Air-W18"HS-.090'SG-3/16'HS 5 SG'=" KURARAY SENTRYGLAS-INTERLAYLK-Br KUnnecnT qm _' i— PVB'=' KURARAY BUTACITE® PVB INTERLAYER' BY KURARAY AMERICA, INC. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 25. ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12' O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. F.--- WIDTH "'I I-— WIDTH -+I I-- WIDTH WIDTH { E0L_' CI /( I I I iL- — J f---- WIDTH WIDTH If WIDTH - -i Fes- WIDTH ---I p i w S2cu T( l w1 1 1 1 1L_ --IiL J WIDTH +{ I"— WIDTH -{ I` WIDTH { WIDTH - -I T--- ---- T --- Ti - - i T--- i i i i J C7 Y CO it 4 0 Y r alo0 O A" N WZJ m O I>_ 04 LLL (D Z a uoAlr W UGoxoW 0 0 W Z 0 2 c0 1-- WmOZ) 6 ONOMa o> 0 O 0 rnzazF- LL 15 JW Q J W 1aa45N rn6FZ U F 0 0 Z O Z alarm Z O 2 NN r co wO WWZasOxILW 7 anarocao S STATE OF A. LYNN MILLER, P.E. P.E.# 58705 Window Design Pressure (+l-, psf) forGlass Type 1 Lmg Side fm) 67.718 72 78 1 80 84 88 92 96 10D 104 t09-112 30 1-80 180 80 80 40 1.80 1-80 I-80 1-80 180 80 32 1.80 1-80 1-80 1.80 80 1.80 I-80 180 1-80 180 80 34 180 180 180 140 80 180 1-80 180 180 79.8 1-79.4 36 180 180 180 180 140 180 1.79.7 1-772 175.1 1-73.4 1-72.2 38 I80 180 80 180 80 76.1 1-752 725 170.3 88.5 86.3 40 180 180 80 1-79.8 1-T72 74.3 1.71.3 187.9 185.1 183.4 81.6 42 180 180 180 l-T7.4 1-74.3 71.3 68.2 64.7 181.6 159.8 2 44 180 180 78.9 1-75.4 1-72.1 188.9 1-65.6 1822 159.7 1-57.5 48 I80 140 777.2 1.73.6 1-70.1 888 1-63.5 180.3 157.7 48 140 1-79.3 1-75.6 71.9 188.3 64.9 1-81.6 2 N 50 I-80 77.5 1-74.1 70.3 1-66.7 1 +1-831 1-59.7 Q 52 79.1 - 75.6 1-724 f88.8 185.1 181.6 1D 54 1-T7.4 1-73.8 1-70.5 167.3 183.5 56 1-758 1.72 188.6 185.3 58 1-74.2 1-70.3 86.8 80 727 168.7 185 62 1-71.2 1 .1 84 189.7 186.5 BB 188.3 67.71E 87. 7/16' LAMINATED GLASS STACK 090" PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 _ JUSEDATCURVED FRAME MEMBERS ONLY 29 5/8, - L, LONG SIDE @ 11-7/8' O.C. MAX. GLASS SITE - - NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+/-, paf) for pass Type 3 Lmg Side lin) 67-718 1 72 78 60 84 1 88 1 92 96 100 1D4 1 109-112 30 1.80 80 180 180 40 1 180 180 80 180 180 f80 32 1-80 1-80+f80 80 140 80 40 180 140 1-80 180 34 08 H-90 180 8 0 140 1-80 180 180 18D 180 180 36 80 180 180 80 180 180 180 180 180 80, 80 38 80 180 140 80 180 180 180 180 1-79.4 1-76.4 1.74.3 40 80 80- 80 180 180 180 I-80 I-78.7 73.5 70.9 189 42 180 180 1-80 N80 I80 I-80 1-77 1-73.1 I89.6 68.9 185.2 80 180 180 80 40 1-77.8 1-74.1 70.3 167.5 63.9 E 80 180 80 180 1-79.2 054 71.7 18B.1 145.1 m 180 18D 180 180 I-T7.2 733 89.5 1858 80 180 180- I-79.4 75.3 141.3 187.5 rmY 180 180 I40 1.77.7 1-73.5 895 E12808079.6 1-76 71.8 140 80 f-775 1-738 180 1.79.4 754 180 177.6 73.5 180 84 78.8 74 86 77.2 67- 7/8 1-74.9 1- 3 SHORT EXTERIOR - D 20 13 SIDE L YGLASS TYPE 1 I-- LONG SIDE -- SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1- 1/16' NOM.,.. STACK 7/16"LAMINATED GLASS GLASS STACK 3/ 16'HEAT I SHORT 3( 16- TEMPERED GLASS STRENGTHENED GLASS SIDE f 3116' ANNEALEDGLASS 7- 7/ 16' AIRSPACE OW PVB INTERLAYER I} 115 LONG USED AT CURVED SIDE FRAME MEMBERS ONLY 29 5re, , 11- 7/8' O.C. MAX. GLASS BITE 1- 3 EXTERIOR a 7s 21 13 SHORT 1 SIDE GLASS TYPE 3 NUI" 6: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. co Y m O 07 N 1` e1oG O n Z O m 7 J p1 m p N J z LL LL (O u UU o W O_ X LU - O c0 F- Z LLIco O CO aN DMGYO oz ILz z Ov g J QN LUQ LL oN U) zW 1aa45 3 ai z OZ W ILalo s Z NNE WwOOWnx LLW OLLLL a01 saG s ua5 DesignVAndow NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16' NOM. GLASS STACK 7/16"LAMINATED. 7116' LAMINATED L GLASS STACK GLASS STACK I - 090" PVB INTERLAYER 3116' TEMPERED GLASS 3/ 3J1 HEAT STRENGTHENED GLASS 6' HEAT STRENGTHENED GLASS 3/16" HEAT 3/1 3116' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116" AIR SPACE .090' PVB INTERLAYER 11 5 USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 5/8' FRAME MEMBERS ONLY 29 5/8' 11-7l8" O.C. MAX. GLASS BITE 11-7l8" O.C. MAX. GLASS BITE TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE T F` LONG SIDE Ile SHORT ::/ SIDE J SHORT 1— -1 SIDE 1-3 EXTERIOR _ 20 13 1.3 EXTERIOR a vs 21 13 - LONG SIDE r GLASS TYPE 2 GLASS TYPE 4 SHORT SIDE Lf LAG SIDE SHORT SIDE I m YCn 00 8 0 7 u N al°p O w U V N D_ O, UJ mJ 0, CJ O LL N J O Z lL w wZ F9xop Nn d ULL W X >1 NpnawZGO w m O Y_ C7 Op V Z Cv z D:Z °' QJJQ QI- O m Z wQ 1aa4S O Cwn Z 3 d Z N K w LL ap!1 nsap s Window Design Pressure (+N, psf)for Glass Type 5 Lmg Side (In) 67-718 1 72 76 80 84 BB 1 92 96 100 1D4 169-t12 30 W-125.4 W-120 901-115.5 901-111.5 90-100.5 901-106 901-104.5 90/-103.5 901-1025 90-100.7 90-97.9 32 901.116.9 90.110.B 90/-105.3 90-101.6 90-98.7 90-95.7 1 M-923 W-W.6 90-90.3 a/-89.9 69 34 901-108.9 901-103 90-9fl8 90-95.1 90-91.8 f-88.2 1-84.4 1-81.5 160.1 1-79-8 79.4 38 90/-10Z6 9(Y-97.1 901-928 1.88.9 1.85.5 826 1-79.7 1-77.2 75.1 1-73.4 1-722 38 901-98.4 90-92.2 86.7 1-83.2 160.7 1.78.1 r1-75.2 1-725 70.3 168.5 166.3 40 1 +901-94.(5 1-88.2 826 1-79.8 77.2 1-74.3 1-7.1.3 167.9 165.1 1-63.4 161.6 42 901-91.3 84.7 80.7 77.4 1-74.3 71.3 168.2 164.7. 161.6 159.8 1-5B.2 44 1683 1.82.4 78.9 1.75.4 1-721 68.9 165.6 1622 f.69.7 157.5 46 654 I60.8 T72 I +/-73.6 1-70.1 1.88.8 63.5 160.3 157.7 48 l627 l-A.3 1.75.8 1.71.9 1-68.3 64.9 161.5 58.2 to 50 I60.9 1 +1.77.5 74.1 1-70.3 166.7 163.1 1-59.7 52 1.791 1 +1-75.6 1.724 16B.8 165.1 61.5 rn 54 1.77.4 T3.8 70.5 67.3- 63.5 56 1.75.8 1-72 168.6 165.3 58 1-742 7D.3 66.8 60 1-TZ7 16B.7 165 62 1-71.2 1.67.1 64 1697 165.5 86 166 3 67-7M 67 7/16" LAMINATED GLASS STACK I 090' SG INTERLAYER 3116' ANNEALED GLASS 3/16' ANNEALED GLASS 4 11 USED AT CURVED FRAME MEMBERS ONLY 29 5/8- 11-718. O.C. MAX GLASS BITE LONG SIDE 1-3 EXTERIOR SHORT 20 13 SIDE Ilk GLASS TYPE NU I tJ: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN. THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. Window Design Pressure (+N, psf)for Glass Type 7 Lmg Side(in). 67-7/8 72 78 80 84 88 92 96 10D 1D4 109-1/2 30 90-130 90-130 90d-130 W.128 90-122.6 90/-119.8 901-11fl1 g0-117 90-1158 901-1127 90-109.9 32 90-130 90-1251 901-118.9 90-114.8 90-111.5 90-108.1 901-104.3 90/-1024 90-102 901-101.4 90-99.7 34 901-123.1 90-1164 90-111.7 90-107.5 g0-103.8 90-99.7 9095.3 90/-92.1 90-90.5 1-90 169.6 30 90-116 90-1098 W-104.8 90.100.5 90-96.6 90-93.3 1-90 al67.3 f64.9 62.3 161.2 38 901-111.2 90-104.2 901-97.9 901-94 90-91.1 6fl2 64.9 161.9 1-79.4 1-76.4 74.3 40 901-106-9 901-99.6 90/934 90-90A 8T2 164 160.5 1-767 73.5 1-70.9 169 42 901-103.2 90-95.7 90-91.2 167.4 1414 1606 l-T7 73.1 169.6 168.9 165.2 44 90-99.7 9093A 69.1 165.2 161.4 l-T7.8 1-74.1 1.70.3 167.5 1.83.9 46 90/-96.5 90-91.3 1-87.2 1-83.2 1-79.2 1-754 1-71.7 16fl1 165.1 48 90-93.5 N69.6 65.4 161.2 1-77.2 1-73,3 169.5 165.8 50 90.91.4. 167.6 163.7 1-79.4 1-75.3 1-71.3 67.5 E 52 1694 165.5 161.8 1-77.7 1-73.5 1695 y 54 1-87.5 63.4 1.79.6 1.76 1-71.8 56 65.6 61.4 1-77.5 1-73.8 58 638 1-79:4 1-75.4 60 1621 1-77.6 1-73.5 62 1604 058 64 1-78L8 IN 66 1 +I-T7.2. 87-7/8 1 +1-749 T -- LONG SIDE --+-{ SHORT SIDE 1/ TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16" NOM. GLASS STACK 16• LAMINATED GLASS STACK 3/16' TEMPERED GLASS 3/16' ANNEALED GLASS 3/16' ANNEALED GLASS 7/16" AIR SPACE .090' SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY 11-718. O.C. MAX. CJ 1) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT 1• FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N 4) V TIHIS: SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. - EXTERIOR a GLASS TYPE 7 5/6" GLASS BITE SHORT SIDE LONG SIDE SHORT SIDE PRODUCT REVISED as complying with 10e Florida Buildore Code Aoeeptanoe No Y4 m u z M Y m LULU "a8 of Y n = oD p N LLipvo) o N LL ry J p Z '/8 Z t0 LL c0 J uno p w g U U X D) d LU Z O 00 3 'aN I-" w m O 0 DM0 n> GG m OZ0Z 17 LL go J QQ c) w laays Z of 3 CO Z w QZ 2 alo'S0_ O 3 Z NN p 1` co w w U 3:3: X w 0_ 6- 0 alll sap s ua5 Window Design Pressure (+/_, psf) {or Glass Types 6 & 6 Long Side (in) 87-7/8 1 72 76 80 84 86 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 30 90/.130 1 9W-130 901-130 9W-130 901-130 90/-130 901-130 901-130 901-13D 901-130 9WA30 901.130 9W-130 901-130 901-13D 901-130 9W-130 90/-130 901-130 901-130 32 90/-130 901-130 901-130 901-130 901-130 901-13D 90/-130 901-130 9W-130 901-130 9W-130 901.130 901-130 901-130 901-130 901-130 901-130 901-130 901-130 34 9WAM 9W-130 901-130 9W-13D 901-130 901.130 901-130 901-130 9W-13D 90/430 90/-130 901-130 901-130 901-130 901-13D 901-13D 9W-130 36 901-130 91Y-130 901-130 901-130 9W-130 901-130 901.13D 9W-130 91Y-130 9W-130 9W-130 9W-130 9W-13D 90/-130 901-130 901-13D 38 901-13D 901-130 901.130 9W-130 901-13D 9W-130 90/-130 901-130 90/43D 901430 901-130 9W-130 9D/.129.2 9W-127.3 40 90/.130 9W-130 90/.130 901-130 901-130 9W-130 901-130 901-130 90/-130 W.126.8 9W-123.2 9W-122 42 90/-13D 901.130 90/-130 901-130 901-130 9W-130 90/-130 90-129.3 M-123.2 9(Y-119.7 0.116.4 44 9W-130 901-13D 9W-130 9W-130 901-13D 9W-130 9W-130 90t-124.5 90f-119.4 9W-115 46 90/-130 901-130 901-130 1 +901-130 901-130 90V-13D 901-12.6.9 9(Y.120.5 91Y-115.3 48 901-130 901-130 901-130 90/-130 901-130 90f-129.7 9W-123 90'-116.5 rn 50 9W-130 901-130 90/A30 9W-130 9WA30 99-126.2 89.41-119. 52 901-130 901-130 901-130 9W-130 901-130 88.81-123 to 54 901-130 901-130 901-130 901-130 88.81-177.1 56 901-130 9W-130 90/-130 89.41-129 58 9W-13D 9W-130 901-130 60 901-130 901-130 89.61-129. 62 901-130 90/-130 64 901-130 901-130 66 9W-13D 67718 901-13D NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1.1/16" NOM. HORIZONTALLY AS SHOWN. 7/16' LAMINATED ` GLASS STACK .{ 7118+LAMINATED LONG GLASS STACK I GLASS STACK L SIDE 3116" HEAT STRENGTHENED GLASS - LONG SIDE 090" SG INTERLAYER 3/18' TEMPERED GLASS 3/16" HEAT 3116' HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116' AIR SPACE .090' SG INTERLAYER SHORT SIDE 4 11 11 SHORT 5 SIDE USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 5/8" FRAME MEMBERS ONLY 29 5/8' 11-7/8" O.C. MAX. GLASS BITE - GLASS SITE11-7/8" O.C. MAX. 1-3 1-3 LONG SIDE — EXTERIOR EXTERIOR 20 13 - ( 1e 21 13 SHORT b LONG Y' r SIDE 1r SIDE GLASS TYPE 6 GLASS TYPE 8 SHORT SIDE PRODUCT REVISED m complying with the Florida Building Code ion Date ` 4 m U m y m c to '^ag IY 3 n a o0 O 04 N c: W CD m W N J O O Z Tg rOZU- U) LL W J Mo Q O L r — LU u UU XD o _ wZ 02 GO eN LU m O r > d O z Z d Z H /n LL J W O J co a U) W 1ea45 Z 0' O 0 Z W at—S Z a O Z NN m U_ n C? U Wx w 0- 0- 0 a1. ' 1 s uas f EDGE ll DISTANCE INSTALLATION TYPE A 4 WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2.3/4" 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT 1 /4' MAX 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7I8' O.C. MAX. INSTALLATION INSTALLATION EMBEDMENT TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 114" MAX SEE NOTE 2, THIS SHEET ° SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE PRODUCT REVISED . EDGE DISTANCE PER SUBSTRATE, DISTANCE as—plyiug with the Florida SEE TABLE 8, THIS SHEETEDGE Building Code DISTANCE e; B ^ ^ Acoc1et°°0°11 11 1/4" MAX SHIM 12 STEEL SELF -DRILLING SMS GS), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING I 11 EXTERIOR CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH = 5 REQUIREMENT WINDOW BUCK WIDTH -2-314" 11 WINDOW BUCK WIDTH TIP -TO -TIP WINDOW WIDTH HORIZONTAL SECTION A -A EXTERIOR b MIAMI-DARE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET T 1/4" MAX SHIM. IX WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT - ANCHOR REQUIREMENT INSTALLATION — EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 8, THIS SHEET VERTICAL SECTION B-B CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substrate Min. EdgeDistance Min. Embedment Max O.C. Spacing 12 or 014 410 S3 Screw P.. Southem me (SG=0.55) 9/18 1318' 12 Aluminum, 8063-T5 min. 3/8' 0.0m.. 2 A36 Steel 3/8' 0.U63' • 12' Steel Stud, Gr. 33 min 3/8' 0.045' 18 Gs 12" 12 or 414 Steel Screw (GS) P.T. Southern Pine (SG=0.55) gild' 1J/8' 12' Aluminum, W0375 min. 3/e' 0.083' • 12' A38 Steel 3/8" 0. tier • 12" Steel Stud, Gr. 33 min. 318" O.D45' 18 Gal 12' 1!4' 410 SS CreteFka Ungmuted CMU, (ASTM CAO) 2-1/7 1-1/4' 12" Concrete (min. 3.35 kei) 1• 13l4" 12' 114, Steel Ulracon Concrete (min. 2.85 kei) 1' 13/4' 12' Concrete (min. 2.85ke1) 2.1/7 i-wr 12' Ungmuted CMU, (ASTM C•00) 2-1/7 1-1/4" 12' Grouted CMU, ASTM C-BO 2-1/7 1-&4" 12" 5116" Steel Ultmeon Concrete (min. 3.5 kal) _ 1-114" 1J/4" 12' Grouted CMU ASTM C-90 2-1/2" 1314' r 12' MIN. UP IMKLAU3 bt TUNU Kt MtIAL JV tlJItW IC. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.- 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. m s 4 0 G n I" °0 O O opa04v (n 0N 0 J th O Z Z LL La LL to J .xoi0 0 U W U_ X- d COO 7 °N Zt" (U :1M0 5 O vC^ O Z Z d Z v Q J Z OLIQ O N U) I— 1aa4S Z g o ~ Z 0 U) Z _ W z 0 O N cO LUx g a a LL LL a171 'saD s uas EDGE DISTANCE INSTALLATION TYPE E EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT IEIGHT = NNDOW BUCK IEIGHT - 2-3/4' 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE 1W MAX 2 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY 11-7/8' O.C. MAX. 114" MAX SHIM 12 STEEL SELF -DRILLING SMS G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G y EMBEDMENT y 1/4'MAX SHIM 6 CONCRETE/CMU PER ANCHOR REQUIREMENT i EXT 2E R IOR V MIAMI-DADE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION TYPE F 1X WOODBUCKSTRIP, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND - EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THIS SHEET . EXTERIOR \ I 4 I VISIBLE LIGHT WIDTH 11TH = 5 WINDOW BUCK WIDTH -23/4" WINDOW BUCK WIDTH HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT Anchor Substnte Mir. EdgeDistance Min. Embedment Max O.C. Spacing 12 or #14 410 SS Screw P.T. Southern Fine (S =0. 9116, 8' 12' Al —hum, 6063-T5 min. 3/8" 0. 12" A38 Steel 3/8, 0 o83' • 12' Steel Stud, Gr. 33 min. 3/8' 0.045' 18 Ga) • 12" 12 or #14 Steel Screw (G5) P.T. Southern Pine (SG=0.55) 9/18' 1.3/8' 12' Alumhtan, 6083-T5 min 318" 0,063' • 12" A38 Steel 3/8' 0.003' • 12' Steel Stud, Gr. 33 In. 3/8' 0.045" (18 Ga) • 12" 1/4' 410 SS CreteFlex Ungrouted CMU, (ASTM C40) 2-1/7 1-1/4' 12' Concrete (min. 3.35 ksl) I. 1J/4" 12" 1/4' Steel Ultra n Concrete (min. 2.85 kal) 1' 1.V4" 12' Concrete (min. 2.85 kei) 2-1/7 1-3/8' 12" Ungrouted CMU, (ASTM CSO) 2-1/7 1-1/4" 12' Grouted CMU (ASTM C-90 2-1/7 1a/4" 12' 5f 18' Steel U6ocon Concrete min. 3.5 kal) 1-1/d' 13l4' 17 Grouted CMU, (ASTM C-90 2-1/7 13/4' 12" 1/4" MAX SHIMJ MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. T 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT.. ANCHOR INSTALLATION NOTES: REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX". ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X WOOD BUCKS ARE EDGE TYP, ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS -Zr ARE 1-12" THICK OR GREATER. TYPE F DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION. VERTICAL. SECTION D-D 3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE. FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. a 1W m aa v 0 0 o CN O A C. 04fnWJJTO Z u- b LL m Z J gVno'a U_U W X2 10 oN0M0 W m OZt— W D Op a z z az O ZO u. o Ja H r Z Q F- 7aa4S H O Z Q Z LU ar°JS N NJiOQ O W Q r c0 U. OW a a alll asap s TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING, SEE DISTANCE PER SUBSTRATE, NOTE 2, THIS SHEET SEE TABLE 10, THIS SHEET EDGE EDGE DISTANCE INSTALLATION DISTANCE TYPE 1 /4' MAX 3 SHIM 4 EMBEDMEM 11 USED AT CURVED LEXTERIOR29FRAMEMEMBERSONLY 11-7/8' O.C. MAX. WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-314" INSTALLATION TYPE J INSTALLATION INSTALLATION TYPE J TYPE K 1/4" MAX EDGE DISTANCE --{ SHIM 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP OORFRAMING, SEE - OR FRAMING, SEE NOTE 2, THIS SHEET - NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET I VISIBLE LIGHT WIDTH = WINDOW BUCK WIDTH - 2.314" "111 114" MAX. SHIM WINDOW BUCK WIDTH INSTALLATION HORIZONTAL SECTION E-E TYPE L 10 STEEL SELF -DRILLING SMS GS), SETHIS SHEET _\ IA 2X WOOD BUCKSTRIP 11 EXTERIORORFRAMING, SEE NOTE 2, THIS SHEET 15 1/4" MAX SHIM MIAMI-DADE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10,THIS SHEET EMBEDMENT EXTERIOR 15 Anchor g Min. Edge Distance Max. O.C. Specirgi 2-1/2" x .113" Box Nell P.T. SlxMem Pine SG=0.55 5/18' S 2-lf2" x .131" Common Nail P.T. Southern Pine SG=0.56 3/8" S 2-1/2" x .145' Roofing Nell P.T. Southern Pine SG=0.65 3/8" S lox 1" Steel Screw P.T. Southern Pine SG-0.55 1/2" 5" 0.093" Aluminum, 6l)63-T5 min. 5/16, S 1/16' A36 Steel 5119, S' 0.045" lB Ge Steil Stud Gr. 33 1 5116" I S' MIN. OF 3 THREADS BEYOND THE METAL 51.1851 RAI E. EDGE DISTANCE INSTALLATION NOTES: P. ANCHOR TYPE, EMBEDMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD SUCKS DEPICTED.ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.10. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2"THICK OR GREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. PRODUCT REVISED as c Plyiog with Qm Florid° Building Code Acceptaooe No 1(0 BAP-hae Date m rc c2 y cc)_ a U) 738 0 O o Cr'J N n °1a0 Nm Cl) wW of N J rn C) Z B Z LL INn IJi Imo w Mao OUVXtoo _ w - O 2. m ° F- Z m O auawa ' o> QO rnZ OZD Q LLO J cc Q z ° ays m Z Z 4 - O FN- O Q Z a Z a,°°s U) NN K 0 Z r D LuLu ? as LL IL al1!1 0 s uag INSTALLATION TYPE M fOR THIS INSTALLATION ETHOD ONLY, NCHORS MAY BE NO ORE THAN 8' O.C. 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE /_ NOTE 2, THIS SHEET DENT 114" MAX SHIM 4 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11, THIS SHEET USED AT CURVED EDGE DISTANCE EXTERIOR 29 FRAME MEMBERS ONLY 11-7/8. O.C. MAX. CONCRETE/CMU PERANCHOR WINDOW REQUIREMENT BUCK HEIGHT 114" MAX. SHIM I VISIBLE INSTALLATION TYPE O LIGHT HEIGHT = FOR THIS INSTALLATION WINDOW METHOD ONLY, BUCK ANCHORS MAY BE NO HEIGHT - MORE THAN.6" O.C. 2J/4" 12 STEEL SELF -DRILLING SMS G5), SEE TABLE 10. THIS SHEET INSTALLATION TYPE M INSTALLATION EMBEDMENT FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, MAY BE NO . 114' ANCHORS SHIM MAX • MORE THAN 8" O.C. SHI 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP - NOTE 2, THIS SHEET OR FRAMING, SEE - NOTE 2, THIS SHEEP TYP. ANCHOR TYPE, EMBEDMENT AND • - EDGE DISTANCE PER SUBSTRATE, ' 6 SEE TABLE 11. THIS SHEET 3 EDGE DISTANCE 11 4 11 CONCRETE/CMU PERANCHOR VISIBLE LIGHT WIDTH = _ 5 - REQUIREMENT WINDOW BUCK WIDTH-2.3/4" WINDOW BUCK WIDTH EXTERIOR lu HORIZONTAL SECTION G-G TAFI F 11 21 ANCHOR TYPE, EXTERIOR EMBEDMENT6EMBEDMENT AND EDGE ^ DISTANCE PER SUBSTRATE, J/4 SEE TABLE 11, THIS SHEET 5 1/4' MAX SHIM MIAMI-DADE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 11,THIS SHEET TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE - i DISTANCE VERTICAL SECTION H-H Anchor Substrate Min. EdgeDistance Min. Embadmem Mau. O.C. s cl 12 a#14 410 SS Screw P.T. Southern Pine SG--0.55 g118` I-Vo 8" Alurninum, 6063-15 min. 3/8" 0.083" " 8' A36 Steel 3/81 0.063" • 8` Steel Stud Gr. 33 min. We' 0.045' 18 Ge 6• 12 or#14 Steel Screw (G5) P.T. Southem Pine SG--0.55 9116" 1-3I8' 8• Aluminum, 6063-T5 min 3/8' 0.083" • 8` A38 Steel 318' 0.D63"'. 8" Steel Stud Gr. 33 min. 3/8" D.04S 18 Ga 6" 1l4' 470 Ss CreteFkx U routed CMU, ASTM C&0 24/7 1-1/4" 1r Concrete (min. 3.35 ksi) - 1" 1,14" 12" 114" Steel Ultrecon Concrete min. 2,85 ks I. 13/4" 12" C motete min. 2.85 kei 2.1/2' i-318" 12" Ungrouted CMU, ASTM C-00 2-1/2' 1.1/4` 1r Gmuted CMU ASTM C9D 2-1/2' 1.i14" 12, 5/18' Sleet UBrecon H5 k& u 1-14 IA4 it e z-1YI Isla• 1r MIN. OFJ IHKtA b ULYUNU I Nt MC IAL JUbW KH I t. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS.SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS"IX', ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-VT. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTED AS "2X" ARE 1-1/r THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. z m z W c-1 YU) m 4 04 aoD p O ZO (DJJ O m O a N Z LL LL f0 J 004UUxLo6w0 oNarn0FZOm10WDDO5D Yo 00OZdZ rn O 5 LL Q rn U) Z Z aa45 3c O F O Q Z Q Z J ar°as N W U 0UJ Z t` madx U- z U- nu 0 saves ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90°CORNER FRAME ASSEMBLY I m I 1D ALL CORNERS TO USE GASKET AND/OR SEALANT b I 1 C1 EQUAL-EG FRAME FLANGE FRAME O ANGLED/CURVED FRAME ASSEMBLY I i EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS ASSEMBLY DETAILS FOR FIN FRAMES u90. CORNER FRAME ASSEMBLY I i 10 I ALL CORNERS TO USE GASKET I AND/OR SEALANT A. is ANGLED/CURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS m DUCT REVISED mplyma"lth duO R R/ dBuildti; Cade A-P PR-,O. mro e a m U h m Y m A U) '" aa 3 o 0 U cnv alp O N O ff, N U) o N JO J 00 Z ,s n Z LL _ h LL m J uMap O W U V X T o 0 LU Z O 2 10 co"oN Fo W m 0 CD of n> O rn O D_ z D-z g ° O J O O Z U) laays U) z QZ K III s F OW NO nC? LUX Odd LL m aR!1 ' asap s uas Item POT Part# Description. Material 1 4253C Flanged Frame Alum. 6063-T5 2 4285 Equal -leg Frame Alum. 6D63-T5 3 4256 Integral Fin Frame Alum. 6053-T5 4 4255 7/16' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 Bb 4224 Installation Fastener Cover Rigid PVC 10 70589C Gasket (at 90' comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Dum. 65 +/-1 13 Dow 899, GE 7700 Silicone or Equiv. 20 71652K Setting Block, Mono. 3/16' x 7/16" x 4" Neoprene, Duro. 85 +/-1 21 71704AK Setting Block, I.G. 3/16' x 1-3/3T x 4" Neoprene, Duro. 85 +/-1 29 6 x 1-1/4" FH SMS Stainless Steel 30 781PQX 8 it:1" Quad PH SMS, Stainless Steel SILICONE STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS I 75 KODISPACE 4SG TPS STRUCTURAL SILICONE 1/4' NOM. FOAM WITH DESICCANT GLASS EXT. GLASS--V 2.784' 2.78V 094" — .094" ---tea — 074" 062" f 074" 062' 1.375" 1.875" 438' 500' .438' 1.000' T - I Soo, T r.— .050"i°.°°e 'I .050.m.°°° OFLANGE FRAME O EQUAL -LEG FRAME 4253C,6063-T5 #4285,6063-T5 1.206" 875" 7 T —-{F — .050' 3/16" 8 1/4" OGLASS BEADING 4258, 6063-T5 J"— ily — . 346" 875' R 1F .050" I.G. GLASS OBEADING4254, 6063-T5 ALUMINUM ELT BUM REINFORCEMENT 3/16" NOM. 5/16" NOM. BUM 8 DESICCANT FOAM EXT. GLASS - INT. GLASS SUPER 7e SPACER9NXTTM Part # Description Material 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 77 Quanex Duraseal Spacer Materials 78 Cardinal XL Edge Spacer U,- —INT. GLASS DURASEALO 77 SPACER 2.784' 094" 1-— 074" .062" 1.375' 500, 438' 7- r .050--- 1.125" 077" O3 FIN FRAME 4256,6063-T5 1 1.037- 0501--r INSTALLATION 68 FASTENER COVER 4270, 6063-T5 POLYISO, r., NT FILL AREA BUTYLENE5/16" NOM. SEAL LICONE SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS LASS XL EDGE'"' 78 SPACER PRODUCT REVISED c Plyley With o. o ri& . Building Code e JR - 05/05/16 - ADDED THIS SHEET WITH SPACERS d MOVED PARTS. rc 2 Y m v 0 O r od O DC04 C0 N A A NLU J J m O Z Asf` Z W u- m J v.oa0 0 W 2 UrWj XD d 111 Z 02 C0 W M O C) 7 W oNOM0 o rn Q! zrzO W g JZ 0 NCO ZCO1aa45 Z Z 0 O n Z Inz a, o S O j> W NN O r w, W XO rL m Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Search '.. a . r Product Approval®f1p'S? -- : USER: Public User YY'' MYdb3 Product Approval Menu > Product or Application Search > Application List > Application Detail h FL # FL16660-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Haas Door Company Address/Phone/Email 320 Sycamore St. OFIF a Wauseon, OH 43567 419)337-9900 Ext243 mschweitzer@haasdoor.com Authorized Signature Mark Schweitzer mschweitzer@haasdoor.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/3.1/2018 Validated By Kurt Dietrich PE r. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL16660 R6 COI Cert of Ind Scates s.odf Standard ANSI/DASMA 108 ANSI/DASMA 115 Method 1 Option D Year 2012 2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS... 12/20/2017 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2016 Date Validated 08/22/2016 Date Pending FBC Approval 08/23/2016 Date Approved 10/13/2016 Date Revised 10/06/2017 Summary of Products Go to Page 19 0 Page 3/30 0 FL # Model, Number or Name Description 16660.41 41. HT 600, 700, 2000, 800, & 900 HT Series sectional sandwich type garage door 10'2" wide Series Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-0600-0122-08-48-52 s.odf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +48.0/-52.0 Evaluation Reports Other: FL16660 R6 AE EvalReot r6a s.Ddf Created by Independent Third Party: Yes 16660.42 F42.T 600, 700, 2000, & 800 s HT Series sectional sandwich type garage door 10'2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-0600-0122-08-21-24Li s.odf Verified By: John E. Scates 51737ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.3/-24.1 Evaluation Reports Other: Glazing is an available option for the 600, 700, FL16660 R6 AE EvalReot r6a s.odf 2000, & 800 Series product only but it does not meet the Created by Independent Third Party: Yes impact resistant requirement for windborne debris regions. 16660.43 43. HT 600, 700, 2000, & 800 Series HT Series sectional sandwich type garage door 167' wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-0600-0194-08-22-24Li s.vdf Verified By: John E. Scates 51737ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.3 Evaluation Reports Other: Glazing is an available option for the 600, 700, FL16660 R6 AE EvalRept r6a s.odf 2000, & 800 Series product only but it does not meet the Created by Independent Third Party: Yes impact resistant requirement for windborne debris regions. 16660.44 44. HT 600, 700, 2000, & 800 Series HT Series sectional sandwich type garage door 18'2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-0600-0218-08-20-23L1 s.gdf Verified By: John E. Scates 51737ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +20.4/-22.7 Evaluation Reports Other: Glazing is an available option for the 600, 700, FL16660 R6 AE EvalReot r6a s.odf 2000, & 800 Series product only but it does not meet the Created by Independent Third Party: Yes impact resistant requirement for windborne debris regions. 16660.45 45. HT 5000 Series HT Series sectional Aluminum sandwich type garage door 10'2" wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-5000-0122-08-48-52 s.odf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +48.0/-52.0 Evaluation Reports Other: FL16660 R6 AE EvalReot r6a s.odf Created by Independent Third Party: Yes 16660.46 46. Extruded Aluminum 300CA & RA Series Extruded Aluminum Series sectional type garage door 107' wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-C300-0122-08-21-24 s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.3/-24.1 Evaluation Reports Other: Glazing does not meet the impact resistant FL16660 R6 AE EvalReot r6a s.odf requirement for windborne debris regions. Created by Independent Third Party: Yes 16660.47 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS... 12/20/2017 Florida Building Code Online Page 3 of 3 47. Extruded Aluminum 300CA & I Extruded Aluminum Series sectional type garage door 16'2" RA Series wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-C300-0194-08-22-24 s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.3 Evaluation Reports Other: Glazing does not meet the impact resistant FL16660 R6 AE EvalReDt r6a s.Ddf requirement for windborne debris regions. Created by Independent Third Party: Yes 16660.48 48. Extruded Aluminum 300CA & Extruded Aluminum Series sectional type garage door 18'2" RA Series I wide Limits of Use Installation Instructions Approved for use in HVHZ: No FL16660 R6 II WL-C300-0218-08-20-23 s.Ddf Approved for use outside HVHZ: Yes Verified By: John E. Scates 51737 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +20.4/-22.7 Evaluation Reports Other: Glazing does not meet the impact resistant FL16660 R6 AE EvalReDt r6a s.Ddf requirement for windborne debris regions. Created by Independent Third Party: Yes Go to Page = a 0 0 Page 3/ 3 0 0 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCke£ Credit Card Safe http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDgsHepng4%2 fS ... 12/20/2017 4 F E 5 1 6 N0 I lrcck in' Dod rck.q o' 7 8 Flag Bracket Detail H (sheet 2 of 3) T Door Height Bars UN. 0, N v Slide Lock or Lock % CA S 8' - 0" Shown G (sheet 2 of 3) See chart 4 below for other ... .. door heights A I BUILT-IN STRUT A -/ 66 3" D 2 Jamb Bracket j v j Detail F (sheet 2 of 3) A 3821" +/ 3" Section A -A 4" BOTTOM Scale: 4 = 1 RAIL c Bottom Bracket End Hinge -strut &Strut Attachment Intermediate Hinge "' - Detail C (sheet 2 of 3) D.e.tail B (sheet 2 of 3) Detail_E (sheet 2 of 3) Detail D (sheet 2 of 3) 102 +13" z 1, F, r cd or ""tt" so"i-rr Si N, b 0,ccket s'O- c'e o'nos. N ASVA 1c,d '2) for S o cos gr,d b/ a or No 511737 Model NumberDoorTotal # of Total # of Struts Jamb Brkts. NOTICE: Height Sections E sw1 cav 5- per Side! 1 "91 -t 1, o il- 6'-0' 3 2 0 2 Co coo" t.inc )'!Y co" STATE OF *A#— 6'-0" 4 2 0 2 iA 0 6'-3" 4202RA360SERIESCA3205ERIESc, -"'FAO111110 2 0 3 I Door DesignCenterCenter6'-6" 4 IoC 1IOS B End Stile, Resistant 3 icsg;- J. 010NAL Up To psfI - sf s tIes Hi 6' 4 2 0 8'-2' 26. 5 -30.0 1 1 1 NO T.Ot' 4 2 0 3 9'-7' 23. 6 -26.7 Single 1 1 1 NO T-Y 4 2 0 f, 3 10'- 2" 21. 3 -24.1 Single 1 1 2 2_ NO 7-6" 4 2 3 John E. Scates, P.E. '-?l '6-1.,'- 0 Digitally signed by, 12'2- 14. 8 -16.8 Single 2 1 2 3 2 91 Date: 2016.08.04 1 S.23:58 -05'00' 3 NO T-6' 5 0 3 3 3 T- 9" 4 2 0 3 14'-2' 109 -12.4 Single 3 1 3 rlotrtd, !7 ,173/ AH T-9 5 2 0 3 -7, soo: _'_o' for o-, slze, f rr w,,; FL #16660.46 ver"=i4io" vv;n 0 4 203 " "'t 11 .1 ........... ........... .... . ...... .. . . .. . .. ... ....... ..... .... ... ... .... ...... ND7: AL ',A- o,'ies t','; v 0 0 3 p0 ......... . Max mi',i soc,ion tl;gh.. S 1012'EXTRUDE ALUMINUM SERIES WIND LOAD SECTIONAL DOOR A, DESIGN PRESSURE 121.31-24.1 PSF All Jo — _ rile, 3HEET; I OF, 3 REV. no, oc- eeino Z --,,oRAWIVG 110. W(L.666 1 210B 271 -U _7 y DATEORR: 718116 1 DRAWN BY: MVS i 3n Sy.__ .......... .................. ... CWZ.120U IMODEL( S); SeeSheet2l A A C7,-: i. S' S AW,_ABLE E V "I" RE /N D " I ko 'fcc: F' o Sttr"i'i we "y st'd in ti- ;cb c filc,. At: coor s,,co 18'1-4" c, n";_Nstrsc 4i to iCt'fc o'd zidcs. incy Te 11"t dorrequire [ Y1em. EI li E DETAIL A Am 4 Se,.j D, AL 'or e 1 c -. e.-le rl'. K "SC,-,-V 14 iex kt1 eK Road 4 Ei" F N-1 LK SC W 4 DETAIL D 3 LOW HEADROOM TOP BRACKET 4 PUSH N' i 7/16 ' SI-,E-,/, K rtpr ou,,h i,l p ct TrK S(-, RAj Hex Wcsh'r " ecc Se11ing '2 re, El,.c-t) Vi A'OOM BRK', Cl;ET X Z.; " a -:1, 18 Gc 7C KSI G'cI.vcr'ile'i _".ce 24 24" SCR,-N x CIS DETAIL E su' C" I'ffIc ( per MY DETAIL B Mr-: TAII 1= jiff cl i 0-0-. "- 5— c c C) 0 a 1/ 4", COIV'N41-1- 11- DETAIL K gh S-cride!d, H q' q 1.11 1112fle slwac ne c ror ')"v 1 2' r- c" W r I co Jle \101, 1 -k e of 4" oew sDcl; r co k a- nS: r i g.o nr S I cs c-.c [-no f- eric S.rqf, Lrd S c. s p 'ol e, -'u) one ALTERNATE BOTTOM BRACKETS Oull-'tC cCd')e N10-7 bct cn, .!d (h— DrIA,- q,- i c-ler no ce, whi'.- cc[ Cy Ile push no B. h" t . 2 Z 4 5,. 16 4 ROLLER Z" I TRACX 2' Nlc-ird 6' XIH' & 2 e.D. 1 2" lllcrneter : No,.i-o 7/'f, .1, llc-- ci o VOi-le, s-'k even -,9all Ny.on or A 3a': SteoI vwh o h 2,3 IN, IS,, att-r n') en Mir ',;TT) *'O' kObl' N D,c, -' h, Shcjft t.u-9th R c S e Nu Cc-,'I"a ba,, & / 4 20 Ile* 7 DETAIL C DETAIL G 8 Cc, 'Svor zej 4- Sel; inq (3 D,'-! All- < Ioe s' h nui 1 , I x I OCK i. o rez., jirca -4 1hooerto,, FK cCRF,'," X 3/4ex *cs,or ccd _ % Il:nq 4 cr Y. 51 w c - n D e I C, 4, Imo... c O'C", S. ir S ENS No. 5V37 • of 0 STATE OF 'I ZZ 3 0[ 0 OILORIV 9/0NAl— jL D"-T NIJ- 20 X 5, 8 7, o", B. 00 2 2 0,k) lc, c, 4f 517. 37 jFL # 16660.46. pie"'0. Dro, DESCRIPTION: IUD IN 2'EXTRUDE ALUMUMSE-- 9!p a WIND LOAD SECTIONAL DOORDESIGNPRESSURE121,11- 14- 1 PSF DRAWING N(L: WE-mommum-21-24 sHEET.2 aF REY. DETAIL H 3n Sv-- .... ... W. .35. e c-I-IIhI ZMI i M-0-DEL(S): See Sheet 3 FASTENER TO CONTINUE PASTHEADER MODEL NUMBERS CA 320 SERIES OPENING HEIGHT i \-2X6GRADE 2ORBETTER SOUTHERN -- PINEJAMBS. o 1 SEE CHART FOR WOOD. JAMB ATTACHMENT j TO BUILDING STRUCTURE. r__--_—__--— 3 MAXIMUM ON CENTERrSPACING ij 1 1 FIRST FASTENER 4" to 10" ABOVE THE FLOOR OPENING WIDTH WOOD JAMB ATTACHMENT ENgF•;CiS r Fastener Type emnetlme tNo. Building MinimuMEtlgmMnCreIStructure D tan... Sp g bI M sini TensionSpcingL atl 5173T i Min. 2500 PSI to Tapcon + (PLUS) y 2.50" 5.00" 4000 PSI Concrete1/4 w/ 1' OD washer 24" 551 j i q :" $TATEOF 3/8" Lag w/ I 50" 1.50" Southern Pine 1.50" 24" 620 pO,C ••: °COR\QP' p• \\ 1 1/8ODwasitr (1 O FS S ONA,`\\\ Spruce Pine Fr11183!8° Lag w/ 1.50' 1 50" 1.50" OD washer I 24" 482 j 1 NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. Scctes' - rL'ii L V:'i" i?7 J t 'GXCS 7r(1107 51737 FL #16660 46 Florida Building Code Online Page 1 of 2 W"NO L gr it. 9 8 " , 0 0 a h:' °di't' •- 'gm taHiiyn - t BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications 4 FBC Staff ( BCIS Site Map Links ,Search a a Product ApprovalFloridrUSER: Public User r d Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL5259-1125 PERMIT Revision 2014 Approved Ill POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 570) 384-1230 Ext242 jakins@polyglass.com James Akins jakins@polyglass.com Steve Wadding 150 Lyon Drive Fernley, NV 98408 602)363-7139 stevew@polyglass.com James Akins 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 800) 894-4563 jakins@polyglass.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/24/2018 Validated By John W. Knezevich, PE W Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5259 R25 COI 2016 01 COI Nieminen.odf Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 FM 4474 2004 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Cr... 12/21 /2017 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code FRSA/TRI April 2012 2012 TAS 103 1995 UL 1897 2004 Product Approval Method Method 1 Option D Date Submitted 10/17/2016 Date Validated 10/18/2016 Date Pending FBC Approval 10/19/2016 Date Approved 12/15/2016 Date Revised 03/13/2017 Summary of Products r FL # Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ:No FL5259 R25 II 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R25.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular FL5259 R25 AE 2016 10 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R25.Ddfunderlaymentsystem (over concrete deck) for use under foam -on tile systems Created by Independent Third Party: Yes where the underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Check 'A3i: Credit Card Safe I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Cr... 12/21 /2017 Florida Building Code Online Page 1 of 3 r` BCIS Home Log In User Registration Hot Topics 1,. Submit Surcharge Stats & Facts Publications F8C Staff BCIS Site Map Links Search .j Florida PERMIT p Product Approval USER: Public Usert 0.,,r Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail r 3g FL # FL12328 R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerri_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12328 R5 COI TBP140012010 FPA TAMKO Underlavments FINAL.pdf Standard ASTM D1970 ASTM D226 ASTM D4869 ASTM D6380 Year 2009 2006 2005 2003 http://www.floridabuilding.org/prIpr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gO... 12/20/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised of Products Method 1 Option D 04/13/2015 04/15/2015 04/22/2015 06/22/2015 04/19/2016 FL # Model, Number or Name Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.odf Created by Independent Third Party: Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.odf Created by Independent Third Party: Yes 12328.4 Moisture Guard Plus A self -adhering modified bitumen underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.odf Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlayments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underiavments.Ddf Created by Independent Third Party: Yes 12328.6 No. 15 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gO... 12/20/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Other: See evaluation report for limits of use Created by Independent Third Party: Yes Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.0 Created by Independent Third Party: Yes 12328.7 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 12014 FPA TAMKO Underlavments.Ddf Created by Independent Third Party: Yes 12328.8 No. 30 UL Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.Ddf Created by Independent Third Party: Yes 12328.9 TW Metal and Tile Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.Ddf Created by Independent Third Party: Yes 12328.10 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R5 II TBP14001 1 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R5 AE TBP14001 1 2014 FPA TAMKO Underlavments.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: Chid Credit Card Safe http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtF2Aezuarj gO... 12/20/2017 Revision Response to Comments DI- 1, City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1 7 v 3 C(cf 9 Submittal Date ( Project Address: _ c1 &-Xj+k V\( Contact: Ph: L© 7 Fax: Email: _K o(n e W eSC n i 1 D' c r _ _ Trades encompassed in -revision: General description of revision: JAN O 4 20% n Building J Plumbing DElectrical L Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering re Prevention Building COMcheck Software Version 4.0.7.0 Envelope Compliance Certifica,%,,,,,,,, S!G H 7-0 PERPAITProjectInformation F Energy Code: 90.1 (2010) Standard Project Title: STA7 E OFLocation: Sanford, Florida p Climate Zone: 2a i 4N Project Type: Addition Vertical Glazing / Wall Area: 3%ftlyq M! Construction Site: Owner/Agent: Designer/Contractor: 900 South French Ave SC 32771 C4 Architecture Sanford, FL 32771 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m Building Area Floor Area 1-Warehouse: Nonresidential 2011 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1: Insulation Entirely Above Deck: High Albedo Roof Required, 3- 760 13.0 0.073 0.048 Year -Aged Solar Reflectance = 0.55, Thermal Emittance = 0.75 (e), Bldg. Use 1 - Warehouse] NORTH Exterior Wall 2: Concrete Block:8", Partially Grouted, Cells Insulated, 220 10.0 0.059 0.151 Medium Density, Furring: None (d), [Bldg. Use 1 - Warehouse] SOUTH Exterior Wall 3: Concrete Block:8", Partially Grouted, Cells Insulated, 220 10.0 0.059 0.151 Medium Density, Furring: None (d), [Bldg. Use 1 - Warehouse] Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 32 0.600 0.750 Product ID —, SHGC 0.50, VT 0.60, [Bldg. Use 1 - Warehouse] (c) Door 1: Other Door, Non -Swinging, [Bldg. Use 1 - Warehouse] 90 0.300 1.450 WEST Exterior Wall 1: Concrete Block:8", Partially Grouted, Cells Insulated, 570 10.0 0.059 0.151 Medium Density, Furring: None (d), [Bldg. Use 1 - Warehouse] a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. b) 'Other components require supporting documentation for proposed U-factors. c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 1 of 18 d) CMU insulated cells must be filled with a material having a maximum thermal conductivity of 0.44 Btu in./h-ft2-degrees F. Perlite, vermiculite, polystyrene beads, or spray foam as defined in ASHRAE 2009 Handbook of Fundamentals meet this requirement. Other materials require documentation of thermal conductivity. e) High albedo roof requirement options: 1) 3-year aged solar reflectance >= 0.55 thermal emittance >= 0.75, 2) 3-year aged solar reflectance index >= 64A AMM fdbde Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications;. and other'calculations s„ubmitted with this permit application. The proposed envelope systems have been designed to meet the 90,.1 ,(2010) StandaM requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory reAuir ents listed in tlie -Inspection Checklist r Date Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21—PermitSet\EnergyChecks.cck Page 2 of 18 COMcheck Software Version 4.0.7.0 Interior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Construction Site: 900 South French Ave Sanford, FL 32771 Allowed Interior Lighting Power 90.1 (2010) Standard Addition Owner/Agent: Designer/Contractor: SC 32771 C4 Architecture 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m A Area Category B C D Floor Area Allowed Allowed Watts ft2) Watts / ft2 (B X C) 1-Warehouse:Mediurri/Bulky Material Storage 2011 0.58 1166 Total Allowed Watts = 1166 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Warehouse: Medium/Bulky Material Storage LED 1: LED Other Fixture Unit 40W: 1 22 42 924 Total Proposed Watts = 924 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Version 4.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. // Name - Title - ure at^ y Project Title: Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Report date: 11/30/17 Page 3 of 18 6 COMcheck Software Version 4.0.7.0 11s( Exterior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2010) Standard Project Title: Project Type: Addition Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 900 South French Ave SC 32771 C4 Architecture Sanford, FL 32771 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage B X C) Outdoor sales area/lot 525 ft2 0.25 Yes 131 Total Tradable Watts (a) = 131 Total Allowed Watts = 131 Total Allowed Supplemental Watts (b) = 600 a) Wattage tradeoffs are only allowed between tradable areas/surfaces. b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp I Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Outdoor sales area/lot (525 ft2): Tradable Wattage LED 1: LED Linear 33W: 1 6 25 150 Total Tradable Proposed Watts = 150 Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Versio 4.0.7.0 and to comply with any applicable mandatory requirements listed i the Inspection Checklist. Name - Title mature — Date Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck IPage 4 of 18 COMcheck Software Version 4.0.7.0 Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2010) Standard Project Title: Location: Sanford, Florida Climate Zone: 2a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 900 South French Ave SC 32771 C4 Architecture Sanford, FL 32771 135 W. Central Blvd. Suite 340 Orlando, FL 32801 407-363-6136 SCarpenter@McCraneyProperty.co m Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 48 kBtu/h, Air -Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: Unspecified Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (2010) Standard requirements in COMcheck Vers14.0.7.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklisl._----7 ame- re Date Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21—PermitSet\EnergyChecks.cck Page 5 of 18 eCOMcheck Software Version 4.0.7.0 l,,4 Inspection Checklist Energy Code: 90.1 (2010) Standard Requirements: 2.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Complies? Comments/Assumptions Req.ID 4.2.2,5.4. Plans and/or specifications provide all t Complies ; 3.1.1,5.7 information with which compliance t Does Not PR1)1 can be determined for the building Not Observable envelope and document where ApplicableexceptionstothestandardareNot claimed. 4.2.2,6.4. Plans, specifications, and/or I Complies 4.2.1,6.7. calculations provide all information j Does Not 2 with which compliance can be Not Observable; PR2)1 determined for the mechanical Not Applicableisystemsandequipmentand document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. I 4.2.2,8.4. Plans, specifications, and/or I Complies ; Requirement will be met. 1.1,8.4.1. I calculations provide all information Does Not 218.7 with which compliance can be Observable; PR612 Idetermined for the electrical systems and equipment and document where Not Not Applicable ; exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. 4.2.2,9.4. >Plans, specifications, and/or Complies 4,9.7 calculations provide all information Does Not PR411 with which compliance can be Not Observable! determined for the interior lighting and electrical systems and equipment Not Applicable and document where exceptions to the standard are claimed. Information I I provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 9.7 Plans, specifications, and/or Complies PR811 calculations provide all information Does Not with which compliance can be Not Observable; determined for the exterior lighting Not Applicable ; and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 6.7.2.4 Detailed instructions for HVAC Complies PR5]1 systems commissioning included on Does Not the plans or specifications for projects I Not Observable' 50,000 ft2. Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11,21_Permit set\Energy Checks.cck Page 6 of 18 Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_PermitSet\EnergyChecks.cck Page 7 of 18 Section Footing/Foundation Plans Verified Field Verified Complies? Comm ents/Assumptions Req.ID Inspection Value Value 5.5.3.3 Below -grade wall insulation R- R- R- ;Complies ;see the Envelope Assemblies FO112 value. Does Not ; table for values. Not Observable Not Applicable 5.5.3.5 Slab edge insulation R-value. R- R- "Complies ; See the Envelope Assemblies FO312 Unheated Unheated ;Does Not table for values. Heated Heated ;Not Observable ; Not Applicable 5.5.3.5 i Slab edge insulation ft ft ;Complies ; See the Envelope Assemblies F0512 depth/length. Does Not ,table for values. Not Observable Not Applicable 5.8.1.7.3 Insulation in contact with the Complies F0711 ground has <=0.3% water i Does Not absorption rate per ASTM C272. Not Observable Not Applicable 6.4.3.8 Freeze protection and snow/ice Complies FOg]3 melting system sensors for future Does NotIE]Not j connection to controls. Not Observable Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 J Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_PermitSet\EnergyChecks-cck Page 8 of 18 Section Framing,/Rough -In' Inspection Plans Verified Value Field Verified. Value Compl[es?. Comments/Assumptions. Req.ID: 5.4.3.2 Factory -built fenestration and Complies FR1]3 doors are labeled as meeting air Does Not leakage requirements. Not Observable , IE]Not Applicable 5.5.4.3a Vertical fenestration U-Factor. U- U- Complies ;See the Envelope assemblies FR8]1 Does Not ;table for values. Not Observable ; Not Applicable 5.5.4.3b Skylight fenestration U-Factor. U- U- Complies ; see the Envelope Assemblies FR9]1 Does Not ;table for values. Not Observable Not Applicable 5.5.4.4.1 Vertical fenestration SHGC value. ; SHGC: SHGC: Complies ;See the Envelope Assemblies FR10]1 Does Not I table for values. Not Observable Not Applicable 5.5.4.4.2 Skylight SHGC value. SHGC: SHGC: Complies I See the Envelope Assemblies FR11]1 i E UDoes Not ;table for values. Not Observable Not Applicable 5.8.2.1 i Fenestration products rated in Complies ; FR12]2 accordance with NFRC. Does Not Not Observable Not Applicable 5.8.2.2 Fenestration products are Complies ; FR13]1 s certified as to performance labels Does Not or certificates provided. IE]Not Not Observable , Applicable 5.8.2.3,5. I U-factor of opaque doors U- U- Complies ; See the Envelope Assemblies 5.3.6 associated associated with the building ; Swinging Swinging DDoes Not ;table for values. FRl4]2 envelope meets Nonswinging Nonswinging Not Observable requirements. t Not Applicable 5.4.3.1 Continuous air barrier is Complies FR15]1 wrapped, sealed, caulked, Does Not gasketed,and/or taped in an approved manner, except in Not Observable Isemiheated spaces and in Not Applicable climate zones 1-6. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_PermitSet\EnergyChecks.cck Page 9 of 18 Section Mechanical Rough -In Plans Verified Field Verified Complies? Comments/Assumptions Req.ID Inspection Value Value 6.4.1.4,6. ; HVAC equipment efficiency ; Efficiency: Efficiency: ;Complies ; See the Mechanical Systems list 4.1.5 Iverified. Non-NAECA HVAC ElDoes Not ; for values. ME1]2 ;equipment labeled as meeting Not Observable 190.1. ENot Applicable 6.4.3.4.1 ; Stair and elevator shaft vents Complies ME3]3 ;have motorized dampers that Does Not automatically close. Not Observable Not Applicable 6.4.3.4.5 ; Enclosed parking garage i Complies ; ME39)3 (ventilation has automatic Does Not contaminant detection and Not Observable capacity to stage or modulate fans to 50% or less of design Not Applicable capacity. 6.4.3.4.4 ;,Ventilation fans >0.75 hp have 1 Complies ME5]3 ;automatic controls to shut off fan Does Not when not required. INotNot Observable Applicable 6.4.3.9 ; Demand control ventilation Complies ; ME6]1 provided for spaces >500 ft2 and Does Not { 40 people/1000 ft2 occupant Not observable Fdensityandservedbysystems Not Applicable ; with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. 6.4.3.10 i Single zone HVAC systems with Complies ; See the Mechanical Systems list M'E40J2 ;fan motors >=5 hp have variable Does Not for values. equipment airflow controls. Air conditioning Not Observable ; with a cooling capacity >=110,000 Btu/h has Not Applicable variable airflow controls. 6.4.4.1.1 ; Insulation exposed to weather Complies ME7]3 protected from damage. Does Not Insulation outside of the Not Observable ; conditioned space and associated with cooling systems is vapor Not Applicable retardant. 6.4.4.1.2 1 HVAC ducts and plenums R- R- ;Complies ; ME8]2 insulated. Where ducts or T Does Not plenums are installed in or under a slab, verification may need to bNot Observable occur during Foundation Not Applicable Inspection. 6.4.4.1.3 t HVAC piping insulation thickness. in. in. ;Complies ME9]2 Where piping is installed in or Does Not under a slab, verification may Not Observable need to occur during Foundation Inspection. Not Applicable 6.4.4.1.4 Thermally ineffective panel I S Complies ; ME41]3 surfaces of sensible heating Does Not panels have insulation >= R-3.5. Not Observable ; Not Applicable 6.4.4.2.1 Ducts and plenums sealed based Complies ; ME10]2 ton static pressure and location. I Does Not Not ObservableIE]Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Qi\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 10 of 18 Section Mechanical Rough -in Inspection Plans Verified ; Value field Verified: Value Complies? Comments/Assumptions, Re .1D 6.4.4.2.2 ; Ductwork operating >3 in. water Complies MEI1]3 column requires air leakage Does Not testing. Not Observable ; Not Applicable 6.5.2.3 ;Dehumidification controls eY Complies M'E19]3 : provided to prevent reheating, Does Not i recooling, mixing of hot and cold airstreams or concurrent heating Not Observable and cooling of the same Not Applicable airstream. 6.5,3.3 ;Multiple zone VAV systems with Complies ; See the Mechanical systems list ME42]3 ; DDC of individual zone boxes Does Not ; for values. have static pressure setpoint reset controls. Not Observable Not Applicable 6.5.4.1 ; HVAC pumping systems >10 hp Complies ME2'5]3 designed for variable fluid flow. Does Not Not Observable Not Applicable 6.5.6.1 Exhaust air energy recovery on Complies ME56]1 systems meeting Table 6.5.6.1. Does Not Not Observable ; IE]Not Applicable 6.5.7.1.1 ; Kitchen hoods >5,000 cfm have Complies M 32]2 make up air >=50% of exhaust Does Not i air volume. Not Observable ; Not Applicable 6.5.7.1.5 !Ap proved field test used to Complies ME49]3 evaluate design air flow rates Does Not and l demonstrate proper capture and containment of kitchen Not Observable ; i exhaust systems. Not Applicable 6.5.7.2 1 Fume hoods exhaust systems Complies ME33]1 1>=15,000 cfm have VAV hood Does Not exhaust direct and supply systems, make-up air or heat Not Observable i recovery. Not Applicable 6.5.8.1 Unenclosed spaces that are Complies '• ME34]2 i heated use only radiant heat. Does Not t i Not Observable y Not Applicable 6.5.9 ;.Hot gas bypass limited to: <=240 Complies ; ME35]1 I kBtu/h - 50% >240 kBtu/h - 25% El Does Not Not Observable ; E]Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 11 of 18 Section Rough -In Electrical Inspection Complies?` Comments/Assumptions Req.ID 8.4.2 I At least 50% of all 125 volt 15- and Complies :Requirement will be met. EL1012 120-Amp receptacles are controlled by Does Not an automatic control device. Not Observable Not Applicable 9.4.1.1 Automatic controls to shut off all I Complies ; ELI]2 building lighting. T Does Not Not Observable; Not Applicable 9.4.1.2 Independent lighting controls installed s Complies ; EL2]2 per approved lighting plans and all Does Not manual controls readily accessible and; Not Observable! visible to occupants. Not Applicable 9.4.1.3 Parking garage lighting is equipped Complies ; EL11]2 with required lighting controls and Does Not daylight transition zone lighting. Not Observable; Not Applicable 9.4.1.4 Primary sidelighted areas >=250 ft2 Complies ; EL12]1 f are equipped with required lighting i Does Not controls. Not Observable; Not Applicable 9.4.1.5 i Enclosed spaces with daylight area Complies EL13]1 under skylights and rooftop monitors Does Not 900 ft2 are equipped with required Not Observable; lighting controls. Not Applicable 9.4.1.7 Automatic lighting controls for exterior;Complies EL3]2 slighting installed. Does Not Not Observable; j Not Applicable 9.4.1.6 Separate lighting control devices for Complies EL4]1 specific uses installed per approved Does Not lighting plans. Not Observable; Not Applicable 9.4.2 I Exit signs do not exceed 5 watts per Complies EL6]1 Iface. T]Does Not Not Observable Not Applicable 9.4.3 Exterior grounds lighting over 100 W Complies ; EL7]1 provides >60 im/W unless on motion Does Not sensor or fixture is exempt from scope Observable of code or from external LPD. Not E Not Applicable 9.6.2 Additional interior lighting power Complies EL8]1 allowed for special functions per the Does Not approved lighting plans and is Not Observable automatically controlled and Applicableiseparatedfromgenerallighting. separated 10.4.1 Electric motors meet requirements Complies EL912 where applicable. E Does Not Not Observable; Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 12 of 18 1': High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 13 of 18 Section Insulation Inspection Plans Verified Value Field Verified Value Compiles? Comments/Assumptions Req.10 5.4.3.1 AII sources of air leakage in the I Complies IN111 building thermal envelope are Does Not sealed, caulked, gasketed, Not Observable weather stripped or wrapped with Not Applicable moisture vapor -permeable wrapping material to minimize air leakage. 5.5.3.1 Roof R-value. For some ceiling R- R- ;Complies See the Envelope Assemblies IN211 systems, verification may need to Above deck Above deck Does Not table for values. occur during Framing Inspection. Metal 1 Metal ;Not Observable Attic Attic y Not Applicable 5.8.1.2,5. ;Roof insulation installed per Complies 8.1.3 manufacturer's instructions. Does Not IN311 Blown or poured loose -fill Not Observable ; insulation is installed only where Not Applicabletheroofslopeis <=3 in 12. f 5.5.3.1.1 High-albedo roofs satisfy one of ; SR: i SR: Complies IN5]3 the following: Solar reflectance 'SRI: SRI: Does Not 0.55 and thermal emittance Not Observable 0.75, Solar reflectance index Not Applicable64.0, or increased insulation assembly <= U-0.03 or >= R- 33.0 insulation). 5.5.3.2 Above -grade wall insulation R- R- R- i Complies ; See the Envelope Assemblies IN6]1 value. ; Mass Mass Does Not ;table for values. f Metal Metal Not Observable ; Steel Steel Not Applicable Wood Wood 5.8.1.2 Above -grade wall insulation Complies IN7]1 installed per manufacturer's 1 Does NotIE]Not instructions. Not Observable Applicable 5.5.3.4 Floor insulation R-value. R- R- Complies ; See the Envelope Assemblies 1N8]2 Mass Mass Does Not ; table for values. Steel Steel Not Observable ; Wood Wood Not Applicable 5.8.1.1 Building envelope insulation is Complies ; IN10]2 S labeled with R-value or insulation Does Not certificate providing R-value and Not Observable ; IE]Not other relevant data. Applicable 5.8.1.4 Eaves are baffled to deflect air to Complies ; IN11]2 above the insulation. Does Not Not Observable ; Not Applicable 5.8.1.5 Insulation is installed in Complies ; IN12]2 i substantial contact with the Does Not inside surface separating f ' Observable ; conditioned space from Not unconditional space. Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 14 of 18 section Insulation Inspection Plans Verified Value Field Verified Value, mCoplies?, mComents/Assumptions Re .ID 5.8.1.6 Recessed equipment installed in Complies IN13]2 building envelope assemblies Does Not does not compress the adjacent insulation. z Not Observable I Not Applicable 5.8.1.7 ; Exterior insulation is protected Complies IN14]2 +from damage with a protective material. Verification for exposed Does Not foundation insulation may need Not Observable to occur during Foundation Not Applicable I Inspection. I 5.8.1.7.1 ;Attics and mechanical rooms-, Complies ; IN15]2 ;have insulation protected where Does Not adjacent to attic or equipment access. Not Observable ; Not Applicable 5.8.1.7.2 ;Foundation vents do not interfere Complies IN16)2 with insulation. Does Not Not Observable t Not Applicable 5.8.1.8 Insulation intended to meet the Complies IN17]3 i roof insulation requirements Does Not cannot be installed on top of a suspended ceiling. Mark this Not Observable i requirement compliant if Not Applicable insulation is installed accordingly. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 15 of 18 Section Pinar Inspection Complies?` Comments/Assumptions Req.ID 5.4.3.3 eatherseals installed on all loading Complies Fill' dock cargo doors in Climate Zones 4- Does Not Not Observable; Not Applicable 6.4.3.1.2 Thermostatic controls have a 5 IF Complies FI3]3 deadband. Does Not Not Observable Not Applicable 6.4.3.2 Temperature controls have setpoint Complies F120]3 overlap restrictions. Does Not Not Observable; Not Applicable- , 6.4.3.3.1 HVAC systems equipped with at least Complies F121]3 one automatic shutdown control. Does Not Not Observable; Not Applicable 6.4.3.3.2 Setback controls allow automatic Complies FI22]3 restart and temporary operation as Does Not required for maintenance. Not Observable; Not Applicable 6.4.3.7 When humidification and Complies ; F[6]3 dehumidification are provided to a Does Not zone, simultaneous operation is Not Observable prohibited. Not Applicable 6.7.2.1 I Furnished HVAC as -built drawings Complies F17]3 submitted within 90 days of system 4 Does Not acceptance. Not Observable; Not Applicable 6.7.2.2 Furnished O&M manuals for HVAC Complies FI8]3 systems within 90 days of system Does Not acceptance. Not Observable; Not Applicable 6.7.2.3 An air and/or hydronic system Complies FI9]' balancing report is provided for HVAC Does Not systems serving zones >5,000 ft2 of Not Observable; conditioned area. Not Applicable 6.7.2.4 HVAC control systems have been Complies FI10]' tested to ensure proper operation, Does Not calibration and adjustment of controls. Not Observable; Not Applicable 8.7.1 Furnished as -built drawings for i Complies FI16]3 electric power systems within 30 days Does Not of system acceptance. Not Observable; Not Applicable 8.7.2 Furnished O&M instructions for Complies F]17]3 systems and equipment to the Does Not building owner or designated Not Observable representative. Not Applicable 11 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 16 of 18 Section Final Inspection Complies?' Comments/Assumptions RegAD 9.2.2.3 I Interior installed lamp and fixture Complies ;See the Interior Lighting fixture schedule for values. FI18]1 lighting power is consistent with what Does Not is shown on the approved lighting Not Observable plans, demonstrating proposed watts Not Applicablearelessthanorequaltoallowed watts. 9.4.3 Exterior lighting power is consistent Complies ; See the Exterior Lighting fixture schedule for values. F[19]1 with what is shown on the approved Does Not lighting plans, demonstrating proposed watts are less than or equal Not Observable: to allowed watts. Not Applicable 10.4.3 i Elevators are designed with the Complies FI24]2 i proper lighting, ventilation power, and Does Not Rstandby mode. Not Observable; Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Report date:: 11/30/17 Data filename: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 17 of 18 Project Title: Report date: 11/30/17 Data filenaime: Q:\17270\dwgs\PDF\2017.11.21_Permit Set\Energy Checks.cck Page 18 of 18 P' t Job Address: Parcel ID: C 900 French Ave CITY OF SANFORD C BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: qB Documented Construction Value: $ ' 1 (, Q Ig3d _50- tlaq - Type of Work: New R Additi Description f Work: 01 Historic District: Yes No Residential Commercial,, Change of Use Move L 7'i) / Gt Plan Review Contact Person: Rodney Jones Title: President Phone: 407-349-9615 Fax: 407-349-2615 Email: Rodney@rwjonesconstruction.com Property Owner Information Name Adept Consulting Inc Phone: Street: 900 French Ave, Sanford, FL 32771 Resident of property? City, State Zip: Name R.W. Jones Construction, Inc. Street: 250 Owl Haven Cove City, State Zip: Geneva, FL 32732 Contractor Information Phone: 407i349L q& IT Fax: 407-349-2615 State License No.: CBC1250390 Architect/Engineer Information /'/ jJ / F ( J + YJ (////` // lName: 4!! r'G I Phone: Street: S (/PS 2 /tee Fax: City"St, Zip: 4 ,i E-mail: G c n e C y Bonding Company: E Mortgage Lender: /y Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated: I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction: `I understand that a separate permit must be secured for" electrical work; plumbing, -signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30 2015 Permit Application Fw— - NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. SignAture off er/Agent Date Print Owner/Agent's Name signature of Notary -State of * 0,1 Deneha RDUtel-ink NOTARY PUBLIC STATE OF FLORIDA Comm# FF937222 Expires 8/24/2019 Owner/Agent is Personally Known to Me or Produced ID ' Type of ID A L ignature of Notary -State of FloridaWY DD Deneha Ruttttfnk o, NOTARY PUBLIC LSTATE OF FLORIDA Comm# FF937222 k'E Expires 8/24/2019 Contractor/Age t is Personally Known to Me or Produced l Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type:_ Total Sq Ft of Bldg: Occupancy Use: Min, Occupancy Load: New Construction: Electric # of Amps Fire Sprinkler Permit: Yes No # of Heads. APPROVALS: ZONING: 1- 10- 06 UTILITIES: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS:! 'MGM. i- Revised: June 30, 2015 Permit Application CITY OF SANFORD MBUILDING & FIRE PREVENTION N f PERMIT APPLICATION Application No: / 7 0 39 9? le 5'J 7 Documented Construction Value: Job Address: bU /e/I 6 s?y Historic District: Yes No [' Parcel ID: Residential Commercial 0- Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 2 do -4 r-e.o 0/12- Sc Pi/ a Q i s Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name Phone: Street: City, State Zip: Title: Resident of property? : Contractor Information Name q, a/ Sf %S r Phone: VV %Y % 3 Street: Fax: Kp 7- 3 l I- s'%3j( z, City, State Zip: r'm (V a 7 2 2 State License No.: (17'C 0_-7ka l Architect/ Engineer Information Name: Phone: Street: _ Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior tdthe issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 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. a• Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Srgnature of Contractor/Agent Date Print Contractor/Agent's Name 20Q 6 ; 0 1 Signature of Notary -State of Florida Date 1ppY•. y., DEBBIE BLAWON MY COMMISSION # K 178646 co' EXPIRES: February 25, 2019 r: Bonded Thm IJctary Public Undenan;ers Owner/Agent is Personally Known to Me or Contractor/Agent is ona y own 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Estimate Lamar Stokes Plumbing Inc CFC 057821 Estimate Number: E171204331 PO Box 382 Estimate Date: 12/04/2017 Geneva, FL 32732 Payment Terms: Due On Office Phone: 4073409180 Receipt chrisstokesplumber@att.net Estimate Amount: 6,800.00 Created By: Chris Stokes Bill To Ship To Rwjones Rwjones Kern # Aern Name e able, Total' Element 26 Project Rw Jones to do all demo work and floor sawing LSP to re rough sanitary and potable water pipes to accommodate new locations for ada baths. LSP to provide labor 2 1230 gerber ada toilets with seats 2 gerber white wall hung 1.00 6,800.00 6,800.00 ada lays with moen lever chrome faucets 40 gallon electric water heater 1 gerber white urinal with flush valve 1 mustee wall hung laundry sink with laundry sink faucet Subtotal $ 6,800.00 Estimate mount $ 6,800.00 DM'At, 21q rYCITY OF SkNFO FIRE DEPARTMEN APR, 0 3 201OBuilding & Fire Prevention Division L PERMIT APPLICATION Application No: Documented Construction Value: $ G'Uo , w Job Address: I Ulm C,)-V C" Historic District: Yes No Parcel ID: Residential Commercial l--- Type of Work: New Addition Alteration[2"Repair Demo Change of Use[] Move Description of Work: 7 Plan Review Contact Person: Phone: Name Street: Fax: Z,((-D S L& A., D Title: Email: Property Owner Information Phone: Resident of property? : City, State Zip: Contractor Information Name LUD - •--(.: ` Phone: 2c—SS-sl Street: 5) o Fax: City, State Zip: A40' w't State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of 1D SigiJure of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Flgri ate ANNETTE Nt BLAND Not PubIIC — State of Floridaz .• Comrrissior = GG 1709GC Y• Nty Coa rr. Expires Jar 16. 2022 V F f rd NG:efi A651. GrCBC :rrc " Ou' Co yTgUrll IN ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January 1, 2018 Permit Application REQUEST FOR PRE -POWER {{ APR 0 3 2,01 G COMMERCIAL PROPERTIES b Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 0 ( 3 Project Name: E-LLm1_nl % 2,Z Project Address: Building Permit #: ('T —%9: 9 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been.issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Print Name of Owner/Tenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02.10.15) Print Name of Gen. Contractor Signature of Gen. Contractor Gen. Contractor License # L(.- 0c , °<-K,A c ( S Print Name of El. Contractor Si ature of El. Contractor C— C>b 0 2$ O El. Contractor License # Progress Energy Florida Power and Light on / d F CET,RR,I gfLO RID January 23, 2018 Project::_ Elements 26 Project Address: 900 French Ave Sanford FL RW Jones construction Co. 250 Owl Haven Cove Geneva FL. 407-549-9615 Proposal Electrical Partners of Central Florida 510 Douglas Ave Suite 1017 We hereby submit proposal to complete the following: Altamonte Springs FL 32714 Office: 407-845-4332 Fax:407-725-7196 www.electricalpartnerscf.com 1. Install only owner provided light fixtures 2. Provide and install all electrical devices as indicated on plans 3. Provide and install all electrical wiring and apparatus for a complete working electrical system. 4. Provide and install boxes and stub ups for low voltage and data 5. Demo existing electrical service 6. Provide temporary power 7. Install owner provided ceiling fans. 60 Proposal We propose hereby furnish material and labor for sum of $20,742.00 to complete the electrical work at the above address. Addendum: All material is guaranteed to be as specified; new and free from defects. All work to be completed in workmanlike manner according to the standard practices. Any alterations or deviations from above specifications involving extra costs will be executed only upon written orders, and will become an additional charge over and above the estimate. Our workers are fully covered by workman's compensation insurance. Acceptance of Proposal- The above prices and conditions are satisfactory and hereby accepted. You author Date of Aa Signature: Signature: as outlines above. a Proposal VJYI/ 6 1 OF (BIRAL 'LORIT'A January 23, 2018 Project: Elements 26 Project Address: 900 French Ave Sanford FL RW Jones construction Co. 250 Owl Haven Cove Geneva FL. 407-549-9615 Electrical Partners of Central Florida 510 Douglas Ave Suite 1017 7 We hereby submit proposal to complete the following: Altamonte Springs FL 32714 Office: 407-845-4332 Fax:407-725-7196 www.electricalpartnerscf.com 1. Install only owner provided light fixtures 2. Provide and install all electrical devices as indicated on plans 3. Provide and install all electrical wiring and apparatus for a complete working electrical system. 4. Provide and install boxes and stub ups for low voltage and data 5. Demo existing electrical service 6. Provide temporary power 7. Install owner provided ceiling fans. Proposal We propose hereby furnish material and labor for sum of $20,742.00 to complete the electrical work at the above address. Addendum: All material is guaranteed to be as specified; new and free from defects. All work to be completed in workmanlike manner according to the standard practices. Any alterations or deviations from above specifications involving extra costs will be executed only upon written orders, and will become an additional charge over and above the estimate. Our workers are fully covered by workman's compensation insurance. Acceptance of Proposal- The above prices and conditions are satisfactory and hereby accepted. You authorized to do the work as spe ifie . Payment ill be made as outlines above. Date of Acceptance: Signature: Signature: 3` Al R, GON01 I0N;G Scr HEATING#.S.MSr SAIL ST.=°1NC. December 191h 2017 TO: R W Jones Email: rodney@rwjonesconstruction.com Re: 900 South French Ave Sandford, FL 32771 Please find your estimate, as requested, for your review. Thanks and please do not hesitate to call with questions and /or comments. _ We look forward to working with you on your project. Proposal: New Construction Commercial (Spiral Duct) American Standard 4 Ton 15 Seer Straight Cool w/ 5 kW Heat M# THC048F1EAA052A Includes: Rough In: Supply Trunk Lines Properly Hang all Ductwork 8) Supply Drops 1) Direct Return Duct 1) Exhaust Fan 225 CFM Set Machine & Curb Crane Trim Out: Put Up Grilles Put Up Exhaust Fan Cover Mount Thermostat Pro 6000 Start Up: Start Machine 1) Year Labor Warranty 5) Year Parts Warranty Note: Set Machine once roofer cuts hole and set curb. Roofer must seal roof curb 809 Eyrie Dr. Oviedo, FL. 32765* *AbcAirandHeat.com** Phone: 407-282-2280* *Fax: 407-381-1614** CAC I S 16997 0 This Estimate: Thanks Again! 13,315.00 Eddie Cali Direct@407-383-1988 Eddie Hearsey 809 Eyrie Dr. Oviedo, FL 32765* *AbcAirandHeat.com** Phone: 407-282-2280* *Fax: 407-381.1614** CAC1816997 W REOUEST FOR PRE -POWER COMMERCIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 6/5/2018 Project Name: Element 26 Building Permit #: 17-3498 Project Address: 900 French Ave Sanford, FL 32771 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: l . The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harnless the jurisdiction from all such damages and costs, including attorney's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 5. If provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Richard Starr N 124 Rodney Jones Ornt Name of enant Print Name of Gen. Contractor Signature of Owner enant r ontractor JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02.10.15) CBC1250390 Gen. Contractor License # ca C lir;T_nt N ne of El. Contractor Signature of El. Contractor s.L C)a bz DZ) El. Contractor License # Progress Energy Florida Power and Light on 6 4(- 51CMj- 1_qq r Building & Fire Prevention Lv'c " P, ,RMIT APPLICATION Application No: Documented Construction Value: S 13,315. Job Address: _ 110 s,7 Ti"y I ,6rd ,' Historic District: Yes 1\o Parcel ID: 25-19-307512-1109-0010 Residential Commercial Type of Work: New Addition Alteration Repair[] Demo: Change of Use Move Description of Work: Building Permit 17-3498 . New construction commercial (Spiral Duct). Install 4 Ton 15 Seer SIC Package Unit w/ 5 KW Heat. (8) Supply Ducts (1) Direct Return Duct (1) Exhaust Fan (225 CFM) Plan Review Contact Person: Eddie Hearsey Title. Gen Mgr 407-383-1988 407-381-1614 officestaff@ab.cairandheat.comPhone: Fax: Email: @ Property Owner Information Name ADEPT CONSULTING INC PhnnP. Street:: 1922 Wingfield Dr City, State.:zip: Longwood, FL 32779 Resident of property? Contractor information` Name Patrick Cheney 46C. A r CDxkv- nt.wa Phone: 407=383-1988 Street: _809 Eyrie Drive Fax: 407-381-1614 City, State Zip: Oviedo, FL 32765 State License No.: CAC 1816997 Name: Street: City, St, Zip: Bonding Company Address: Architect/Engineer Information Phone: Fax: E-mail Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE ONANDPOSTEDOTHE 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 apermit 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 cede in effect as of that date: 6"' 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 pen -nit is verification that I will notifv 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 submmttal., The actual construction value will be figured based on the cun-ent1CC 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 feeswhen the permits issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signaturerof Owner/Agent Date Print Owner/Agent's Name Signature of Notary -Stare of Florida Date Owner/Agent" is Personally Known;to Me or Produced ID Type of ID Signature of"Contracto %Agent o / Pn 't Co ntractorrAgent's Name 71 1 Signature f state pfFi Via• Date 11'+4'.,, JDl1E kDITLWMS Contractor/ . ei otar Put tate of FIwId>a„ tgtq ; Produced ID pea, p FF x3t83 11111i Lary $ PoK BELOW IS FOR OFFICE USE ONLY Permits Requited: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Used 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 #f of Heads APPROVALS: ZONING. UTILITIES ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised; January 1, 2018 Permit Application December 191h, 2017 TO: R W Jones Email: rodney@rwjonesconstruction.com Re: 900 South French Ave Sandford, FL 32771 Please find your estimate, as requested, for your review. Thanks and Please do not hesitate to call with questions and /orcomments. We look forward to working with you on your project. Proposal: New Construction Commercial (Spiral Duct) American Standard 4Ton 16 Seer Straight Cool w/ 6 I(W Heat M# THC- 0418FI EAA0521A Includes: Rough In: Supply Trunk Lines Properly Hang all QudtWork 8) Supply Drops 1) Direct Return Duct 1) Exhaust Fan 226 CFM Set Machine & Curb Crane Trim Out: Put Up Grilles Put Up Exhaust Fan Cover Mount Thermostat Pro 6000 Start UP: Start Machine 1) Year Labor Warranty 5) Year Parts Warranty Note: Set Machine once roofer cuts hole and set curb. Roofer must seal roof curb 809 Eyrie Dr. Oviedo, FL 32765* *AbcA11randHeat.com** Phone: 407-282-2280* *Fax-. 407-381-1614** 0 zo 13q This Estimate: Thanks Again! 13,315.00 Eddie Cali Direct@407-383-1988 Eddie Hearsey 809 Eyrie Dr. Oviedo, FL. 32766* *AbcAirandHeat.com" Phone-. 407-282-2280* *Fax: 407-381-1614** CACI S16997 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00003498 Date 7/10/18 Application pin number . . . 446290 Revision number . . . . . . . 5 Other Fees . . . . . . . . . 01-PLAN ALTERATIONS 100.00 01-POLICE IMP-NR 9.1.2017 100.05 01-BLDG REINSPECTION 35.00 01-SEM CNTY RD IMPACT FEE 719.93 WD IMPACT:COMMERCIAL 671.50 SD IMPACT:COMMERCIAL 1512.50 01-BLDG DCA SURCHARGE 24.55 01-BLDG DBPR SURCHARGE 34.93 Fee summary Charged Paid Credited Due Permit Fee Total 170.00 00 .00 170.00 Other Fee Total 4360.25 4330.33 .00 29.92 Grand Total 4530.25 4330.33 .00 199.92 CITY OF SANFORD BUILDING 300 N PARK AVE SANFORD, FL 32771 SALE MID: 9520 Store: 4616 Term: 2902 REF#: 00000004 Batch #: 002 RRN: 819116405959 07110/18 12:49:09 CVC: H Invoice #: 173498 Trans ID: 308191605490306 APPR CODE: 091884 VISA Manual CNP 3322/*« AMOUNT $199.92 APPROVED I AGREE 10 PAT ABOVE TOTAL AVOUNT IN ACCORDANCE WITH CARD ISSUER'S AGREEMENT MERCHANT AGREEMENT IF CREDIT VOUCHER( RETAIN THIS COPY FOR STATEIIENT VERIFICATION MERCHANT COPY FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00003498 Date 7/10/18 Application pin number . . . 446290 Revision number . . . . . . . 5 Property Address . . . . . . 900 FRENCH AVE Parcel Number . . 25.19.30.512-1109-0010 1745 Application type description INTERIOR & EXTERIOR REMODELING COMMERCIA Subdivision Name . . . . . . MARTIN, A.C. ADDITION Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 178377 Application desc noc on file Owner Contractor ADEPT CONSULTING INC R W JONES CONSTRUCTION INC 1922 WINGFIELD AVE 2463 FT LANE RD LONGWOOD FL 32779 GENEVA FL 32732 407) 349-9615 (407) 349-9615 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . MERCANTILE USE GROUP Permit . . . . . . MECHANICAL PERMIT -COMMERCIAL Additional desc __^..._._._. Phone Access Code ].063056 Permit pin number 1063056 Sub Contractor ABC AIR CONTITIONING & HEATING Permit Fee 170.00 Issue Date . . . . 10/18 Valuati . . . . 13315 Expiration Date . . 1/06 Qty Unit Charge Per Extension BASE FEE 170.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov PREPOWER LETTER ON FILE Water impact fee $671.50 Sewer impact fee $1512.50 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 537.00 01-PREPOWER AGREEMENT 100.00 01-EARLY START AUTHORIZED 250.00 01-FIRE INSPECT -NEW CONST 75.00 01-FIRE IMP-NR 9.01.2017 99.79 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. Revisio E.., ,.- r - City of Sanford Response to Comments _ ,i Building & Fire Prevention Division MAY 1241 Bf Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov y Y,— w Permit # ` l `3 / O Submittal Date Project Address: 67 y 11-1'e A C4 n Contact: DCU a 177 le L/rJPh: J Fax: t Email: Trades encompassed in revision: General description of revision: Building r Plumbing Electrical Mechanical----------- r— Life Safety { \ dU Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention EY"Building -r , C4 Architecture, L.L.C. 1 35 W. Central t)lvd. Suite 3+0 Orlando, Florida 52801 P +07.565.6136 AA26001 O97 April 26, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, FL 32771 RE: 900 French Avenue Renovations Physical Address: 900 South French Avenue Sanford, FL 32771 Project Number: 17270 Permit Number: 17-3498 To Whom It May Concern: This document is in response to a drawing revision per owner. Sheet IA202 has been updated to reflect drywall ceiling in the Motorcycle Storage 102 area as opposed to the corrugated metal panels. Respectfully, VA L Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file 3 Lu 0 Z 0 z 0 0 0 w 0z t FLORIDA PRODUCT APPROVAL DRAWINGS FL300 FRAMING SYSTEM — INDEX TO DRAWINGS 1 INDEX TO DRAWINGS AND NOTES 2 TYPICAL ELEVATION HEAVY ALUMINUM MULLION 3 TYPICAL ELEVATION STANDARD ALUMINUM MULLION WITH STEEL -LONG SPAN 4 TYPICAL ELEVATION STANDARD ALUMINUM MULLION (INTERIOR GLAZE) -SHORT SPAN 5 TYPICAL ELEVATION LIGHT ALUMINUM MULLION -SHORT SPAN 6 TYPICAL ELEVATIONS WITH DOORS -LONG SPAN 7 STANDARD FRAMING DETAILS 8 INTERIOR GLAZE FRAMING DETAILS 9 DOOR FRAMING DETAILS 10 DOOR FRAMING DETAILS 11 DOOR FRAMING DETAILS 12 GLASS SCHEDULE 13 BILL OF MATERIALS 14 PERIMETER FASTENER LOCATIONS FOR ELEVATIONS WITH DOORS -CONCRETE 15 PERIMETER FASTENER LOCATIONS FOR ELEVATIONS WITH DOORS -STEEL S'P c VAYEAIC-.'1V5EPA,J,5 1335 West Cass Street Tampa, Florida 33606 PE fi r k y; li:!ion?:o. SE558 12/29/2005 1 PROFC( I. PLOft)DA APPROVAL. DRAWINGS FOR FLORIDA FL300-FPA PRODUCT APPROVAL m 1 OF 15 F, LOCATE (1) O MIDPOINT: CREW01/4" X 1 1/2" TEK STYP. O STEEL. LOCATE 0) O MIDPOINT: 01/ 4" X 2 1/2" TAPCON TYP, O CONCRETE. 1 3/4" MIN. EMBEDMENT. NFINITE LENCTF 2- o Ho 46" 2, L 46" 48" MAX. 46" L Aj 2 g T OA O / PERIMETER FASTENERS: 1. TYPICAL INSTALLATION INTO CONCRETE AND STEEL :RAME. 2500 PSI CONCRETE O ILL) 2• 2. GIRST ANCHOR IS 2" FROM EDGE OF VERTICAL. EACH ADDITIONAL FASTENER IS AT REOUIRED MIN. SPACING. LOCATE AS SHOWN: 01/ 4" X 1 1/2" TEK SCREW TYP. O STEEL. j j e LOCATE ( 1) O MIDPOINT: 01/ 4' % 1 1/2' TEK SCREW u TYP. O STEEL. LOCATE ( 1) O MIDPOINT: V m C a gQ 0/ 4" X 2 1/2' TAPCON TYP. I A S OCONCRETE. 1 3/4' MIN. EMBEDMENT. LOCATE AS SHOWN: 01/ 4' % 2 1/2" TAPCON TYP. O CONCRETE. 3' MIN. SPACING WITH 1 3/4" MIN, EMBEDMENT. TYPICAL ELEVATION HEAVY ALUMINUM MULLION NOTES: 1. HORIZONTAL MULLION (DETAIL 2/7) IS OPTIONAL AT ANY LOCATION IN ANY BAY 2. D.L.O. = DAYLIGHT OPENING 3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS 4. GLASS SIZE = D.L.O. + 7/8" TEST PARAMETERS: 1. DESIGN PRESSURE _ +/-60 PSF 2. AIR TEST AT 6.24 PSF 3. WATER TEST AT 15 PSF 4. MAXIMUM DEFLECTION = L/175 OR .549" 0 V-4" 2'-8" 5'-4" SCALE: 3/8" 1== ST.09DS'114YEAIG/.%'?::;.'L= 1335 West Cass StrS°:d 1r,== Tampa, Florida 3 SR(:o EcDBdr3y. H.c / PIT _ IalEnv,n,er 1 io 4 J. FL I _. i=ilalion N,). 38555 DRAWINGS FOR FLORIDA PRODUCT APPROV 1-"- 12/-/2oos 1 Y' LO'u APPROVAL ft FL300- FPA 2 OF 15 LOCATE (1) ® MIOPOWT: I/4" X 1 1/2" TEK SCREW lY`CdSTEEL. LOCATF. (1) H MIDPOINT: at/4" X 2 1/2" TAPCON TYP. a CONCRETS'. 1 3/4" MIN. EMBEDMENT. INFINITE LENGTH 2 :—i i r I 46" 2. a6" w1u4n ar.rn,c nv. 46" .. 2" Cd I A ail t A t'/ I A / u oy 2 I A 11 I SYMBOL DENOTESISTEELREINFORCEMENT AS DETAILEDgi I 5 I I I I it 0 I 1 I iCA3 I I I I Q TYPICAL ELEVATION STANDARD ALUMINUM MULLION WITH STEEL LONG SPAN - PERIMETER FASTENERS: 1. TYPICAL INSTALLATION INTO CONCRETF. AND STEEL FRAME. 2500 PSI CONCRETE © SILL) 2• 2. FIRST ANCHOR IS Y FROM EDGE Or VERTICAL. EACH ADDITIONAL FASTENER IS AT REQUIRED MIN. SPACING. LOCATE AS SHOWN. 01/4- X 1 ./2" TEK SCREW TYP. 0 STEEL. 1 1 NOTES: 1. HORIZONTAL MULUON (DETAIL 2/7) 15 OPTIONAL AT ANY LOCAIION IN ANY BAY 2. D.L.O. = DAYLIGHT OPENING 3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS 4. GLASS SIZE = D.L.O. + 7/8" TEST PARAMETERS 1. DESIGN PRESSURE = +60/-53.3 PSF 0 i'-4".2'-8" 5'-4" 2 AR TEST AT 6,24 PSF 3. WATER LEST AT 15 PSF 4. MAXIMUM DEFLECTION = .686" SCALE: 3/8" LOCATE (1) D MIDPOINT: all /4" X I 1/2' TEK SCREW TYP. ® STEEL. LOCATE (1) 0 MIDPOINT: 01/4- % 2 1/2" TAPCON TYP. 0 CONCRETE. 1 3/4" MIN. EMBEDMENT. LOCATE AS SHOWN: 111 1 4" % 2 1/2' TAPCON TYV. CONCRETE. 3" MIN. SPACING WITH 1 3/4" MIN, EMBEDMENT. 1335 Vest Cass r Tampa, Florida 336u, yeti .cl:+.r.. t I ITIT BT OU IBy,Y.F_ L "fT: ara!iDn tda.3355& o 8g R I---_ 12/29/2005 1 FLORIDA APPROVAL DRAWINGS FOR — FL "° FLORIDA FL300-EPA PRODUCT APPROVAL 3 OF 15 LOCATE (1) Q MIDPOINT:_ 01/4- X 1 1/2" TEK SCREW STEEL. LOCATE (1) `J MIDPOINT: 1/4' X 2 1/2" TAPCON TYP. 000NCRETE. 1 3/4" MIN. EMBEDMENT, INFINITE LENGTH r, 2" ry to h aJ I 46' 2" 46- 4B" MAV. _..._... i F usual svr.Im ,1.. jlOAXle 5 21 I B__ 0 e PERIMETER FASTENERS: 1. TYPICAL INSTALLATION INTO CONCRETE AND STEEL FRAME. 2500 PSI CONCRETE 0 SILL) 2" 2. FIRST ANCHOR IS 2" FROM EDGE OF VERTICAL. EACH ADDITIONAL FASTENER IS AT REOUIRFO MIN. SPACING. LOCATE AS 1104N: 01/4' X 11/2` TEK SCREW TYP. 0 STEEL. ovo LOCATE (1) ® MIDPOINT:^.. X 1 1/2" TEK SCREWy1/1' 1/ TYP. Q STEEL. u i a oLOCATE (1) ® MIDPOINT: a i01/4' X 2 I/2" TAPCON TYP. 0 CONCRETE. 1 3/4' MtK EMBEDMENT. j LOCATE AS SHOWN: P1/4" X 2 1/2" TAPCON TYP. 0 CONCRETE 3" MIN, SPACING W:iH 1 3/4" MIN. EMBEDMENT. TYPICAL ELEVATION STANDARD ALUMINUM MULLION (INTERIOR GLAZE) SHORT SPAN - NO I ES: I HORIZONIAL MULLION (DETAIL 2/8) IS OPTIONAL AT ANY LOCATION IN ANY BAY 1 0.1._0. = DAYLIGHT OPENING 3. SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS 4. GLASS SIZE = D.L.O. + 7/8" TEST PARAMETERS: 1. DESIGN PRESSJRE = +30 -40 PSF 0 1'-4" 2'-8" 5'-4" 2. AIR TEST AT 6.24 PSF 3. WATER TEST AT 10 PSF 4, MAXIMUM DEFLECTION = L/175 OR .549" SCALE:3/8" = 1'-0" vF:u^^.?Vt;4YE/JGfPJG(',•f:G 1335 West Cass Street Tampa, Florida 33c•Gd u i i 111 1 °I I- _ 12/29/2005 1 oaaor.T ea. FLOIUOA APPROVAL DRAWINGS FOR "°" . w FLORIDA FL300-FPA' PRODUCT APPROVAL 4 OF 15 rt6 NNE LENGTH 0 2" 1" 1146" i 48 MAX. 46" z i s 0A I OOAA 7 PERIMETER FASTENERS: TYPICAL INSTALLATION INTO CONCRETE AND STEEL FRAME. 2500 PSI CONCRETE 0 SILL) 2, 2. FIRST ANCHOR IS 2" FROM EDGE OF VERTICAL. EACH ADDITIONAL FASTENER 15 AT REQUIRED MIN_ SPACING. LOCATE AS SHOWN: o1/4' x 1 1/2- TEK SCREW TYP, 4 STEFL. 1 LOCATE AS SHOWN: 01/4" X 2 1/2- IAPCON TYP. 9 CONCRETE. 3 MIN. SPACING WITH 13/4' MIN. EMBEDMENT. TYPICAL ELEVATION LIGHT ALUMINUM MULLION SHORT SPAN - NOTES: : = SMADbUAYEAfUW_- t. HORIZONTAL MULLION DETAIL 2; 7 IS OPTIONAL AT ANY LOCATION IN ANY BAY 1335WestCassSt ra 4- —' Tampa, Florida 33C,J3 2. D.L.O. = DAYL GHT OPENING 3. SEE NS213. MS380 & WS500 DOOR PRODUCT APPROVALS 4. GLASS SIZE = D.L.O. + 7/8" TEST PARAMETERS: i. DESIGN PRESSURE _ +/-60 PSF 0 l'-4" 2'-8" 5'—e' 2. MAXIMUM DEFLECTION = 411' # I'L f9 Ci II Cf ',l df• SCALE: 3/8" = 't •-0' I_..` 11/s9/2001 1 FLORIDA APPROVAL DRAWINGS FOR """"` FLORIDA FL300-FPA PRODUCT APPROVAL SNP 5 OF 15 124' NFRnTE — E ' 81. ` C 74" MAX. MULLION SPACING MAX. MOU'ION SPACING i 72" 6'• _...--._ MAS. D.O. 2' I 2' 72" MAX. D.L.D. II------------------- - - TRANSOM \ O JAMB 0 WALL n p A ( STEEL R- NF. NOT REO'D.) i 5 o III IIIII III OPP, r a A III IIIII JA!JB ry 4 DPP. o IIIII h I _ $ III10IIIIIA m I d`, I1111 I SYMBOL DENOTES STEEL REINFORCEMENT III IIIII III 3 AS OETA:L ED II IIIII I I,O JAMB WALL OA — I ((STEEL!P REIN!-. 3 I II \ ) I II I I NOT REO'D.) 7 1====III'= __ L r+ ,^ 30 1/2" 3 U.L.O. 9 n 94" INFINITE - 413" 44" MAX, MULLION SPACING MAX. MULLION SPACING 2„ .-. _ 42.. 46' — MAX. O.O. I— MAX^ D.L.O. OA i > y I RANSOM I JAMB W WALI J^ `1 (STEEL RONF 7 , \\\ OPj SYMBOL DENOTES STEEL REINFORCEMENT AS DETAILED A I I IA _ 9 I 10 II I OPP. II ( Wi_RM. JAMS II I AME 0 —1 STEEL RDNG, OT REO'D.) 42' MAX. D.O. MA%. 36 5/" _J 4 II II 3 ryf II i DPP. ` II II II II, II L.H. SHOWN TYPICAL ELEVATIONS R.H. OPP. WITH DOORS LONG SPAN - NOTES: ,;=` 620A NIAYE JG/l EE.°'nt 3 1. SEE SHEETS 13, 14, AND 15 FOR PERIMETER FASTENER. SCHEDULE AND LOCATION'S FOR ELEVATIONS WITH DOORS. 1335 West Cass Stm,;t 2. G.L.O. = DAYLIGHT OPENING, D.O. = DOOR OPENING S=' Tampa, Florida 3360- 3. DOORS ARE SHOWN ON SEPERATE SUBMISSION: SEE NS213, MS380 & WS500 DOOR PRODUCT APPROVALS TEST PARAMETERS: 1. DESIGN PRESSURE = +/-60 PSF 0 1,-4" 2._8" 5._4.. SCALE: 3/8" = V-O" Ijl Ijl 3. It IF D II II II II 9 R.H. SHOWN I H. OPP. 12/29/2005 ORAW11 GIECAPD PRPIFp SCC 7DW JDW wR FLFLORIDAAPPROVAL DRAWINGS FOR FL300— FPA FLORIDAPRODUCT APPROVAL MEE7 6 OF 15 STRUCTURALPERIMETER FASTENER SUBSTRATE SEE ELEVB) (VARIES) 11I I I 1:2 EXTERIOR INTERIOR i—ImIItl lnn, /J/ 1 fIiRIiI ItI TI...... i NP o — — IIIIIi" ,IIIIII i/ I .i ExrF o \ / iNTERIOP./ OR-) JOINT47.) FRAME WIDTH FRAME OPENING INTERIOR/ 4 — STANDARD VERT MULLION WrrH STEEL TOR.) 12 AT I /n`IIIi'I I \(T1'P. Ai EACH END OF IM1TERM. V/ HOR12.) 7 — STANDARD HORIZ MULLION 1:2 A —1 SEAL IAST11 TRUCT. FASTENER n PER LENGTH DCO IN SEALANT.) STRUCI. PERIMETER 3 — STANDARD SILL FASTENER BED IvSEALANT (SEE 1:2 - _LEVAIR7NS.) I 1 4 7YP. TNT. FRAME WIDTH SPACE FRAME OPENING 5 — STANDARD JAMB 1:2 FRAME WIDTH FRAME OPENING s - uck[[--_yFRT. MUt110N 1:2 CAP SEAL) STRUCT. PERIMETER FASTENER BE INrEAIANT. (SEE ELEVATIONS.) CAP SEAT. TYP.) SUBSTRATEVARIES) TYP. INTERIOP./ r 1335 West Cass Street 4.: Tampa, Florida 336C6 FRAME WIDTH ._...._ _ _.._................. FRAME OPENING 7 — HEAVY VERT. MULLION 1:2 12/29/2005 DRAMfI CH:tlQD APPIIPIED SCC JDW JDW P FL6IUN0. Pl:. FL APPROVAL r.) I Engineer 111a/a6 DRAWINGS FOR atlon Mi. 38558 FLORIDA FL300-FPA PRODUCT APPROVAL 7 OF 15 ELI STRUCTURALPERIMETER FASTENER SUBSTRATE SEE ELEVS) S) ad' 4 ')(TYP. INTERIOR/ EXTERIOR, I INTERIOR GLAZE HEAD 1:2 EXTERIOR INTERIOR i —I 2 1 rYP. INTERIOR/ v— EXIERIOR) TYP. AT O LOCATIONS.) 2 INTERIOR GLAZE HORIZ. MULLION C2)-- V////// Xzz 3-----JNTERl0R GLAZE SILL 1:2 FRAME WIDTH FRAME OPENING 4 — STANDARD VERT, MULLION WITHOUT STEEL 1:2 TYP. AT EACHENDOFIVRM HOR'Z') JOINTNT) SEAL 4 E r DI &23 FASTENER 4 PER LENGTH BED IN 1335 West Cass Stroi:! Tampa, Florida 330ci3 MtE 12/29/2005SEALANT,) SIRUCT, PERIMETER FASTENER BED IN pppplp SEA` -ANT. (SEE APPROVAL ELEVATIONS.)- LURIDA No. 38556 DRAWINGS FLORIDA PRODUCT APPROVAL PERIMETER FASTENER SUE RATE SEE E: EVS) (VARIES) FYP. INTERIM/ 0j L--:- 3RANaQM--8EAQ STRUCTURALPERIMETER FASTENER SUFSTRATE SEEELEVS) I 71 1"T INTERIOR/ EXTERIOR.) t k 4 016 y 17 0128 Rx l i A 12' 4 112- — 2 — TRANSOM BAR 4 — DOOR FRAME HEADER o 1:2 Q EROA OVIAY EAGM15L 3 1335 West Cass Sheet Tampa, Florida 32 2/ 29/2005 201 FLORIDAAPPROVAL 5o ln-in-,.Bi 17--/. 71 DRAWINGS FOR M FL300-FPA FLORIDAPRODUCT APPROVAL 9 OF 15 C, I)- 21 to02r17 17 22 I4 — — --------- — — - - — ----- 29C, (:29 D(I P. INT./ EXT.) /32'j— 3/1 vcx' D.L.O..2" D.O. D.L.O. 2- FRAME WIDTH RAVE O?ENING FRAME OPENING 1 INTERM. DOOR JAMB 1A — INTERM. DOOR JAMB 2 — DOOR JAMB AT WALL 1.2 22 1 2 1:2 k2 fA NOTE: SEE CHART 1 NOTE, SEE CHART I 6-1) CHART I INTERM. DOOR JAMB LIMITATIONS u DESIGN DOOR WITH DT. STEPRESSUREWIDTHSTEEL 0 — 28 PSF 42" — 0 L 29 — 65 PSF 72" SR102 0 fl 0 j 0 — 20 PSF 72" — 0 21 — 46 PSF 72" SR102 132- -j 14 L47 — 60 PSF 1335 West Cass Streat2" SHIM SR105 SPACE 7 L FRAME WID-11 Tampa, Florida 33606 wrc FRAME OPENING 12/29/2005 3 INTERM. TRANSOM JAMB FLORIDA APPROVAL DRAWINGS FOR M, lt2 FL300-FPA Efl 2 1 V II, P 1' I Enwear FL Registration N,,. 38558 FLORIDA PRODUCT APPROVAL c') LU InLU cn a TYP.) (TYP.) (TYP.) PERIMETER FASTENER. SEE ELEVATIONS.) INI (TYP r./ (TYP INT./ SLIBSTRATEEXT.) EX7.) EXT.) ( VARIES) F77 ------- \— ( TYP, INTERIOR/ 4 EXTERIOR.) ti r-"x D.L... 2. — ---- D.0 - ------ 2,j SHIM 1) 0. —L SPACE FRAI,1E WIDTH FRAME WIDTH — FRAME WIDTH FRAME OPENING FRAME OPENING — 1IRA-E OPEN' 4 — INTERM, TRANSOM JAMB 4A — INTERM. TRANSOM JAMB 5 TRANSOM JAMB AT WALL 1:2 1:2 1.2 NOTE, SEE CHART I/ SHEET 10 NOTE SEE CHART 1/ SHEET 10 air .1 PQw BA-VAVVVAY 1335 West Cass Slrer.-t Tamp, Florida 336.6 GF 12/29/20DS FLORIDA AIVROVAL DRAWINGS FOR prci,- - iial Engineer, FL300-FPA FL NIXtratior, No. 31558 FLORIDA PRODUCT APPROVAL 11 OF 15 STRUCTURAL PERI( SEEMELE•+5) ETER ASTEHER SUBSTRATE VP.RIES). 1 g SEALANTTYP. NTER'.OR/ EXTERIOR.) SEALANT. a - Q i F..pINT SEALAW.) kSFL301 T NGtTYP. WT/EY.T.) I EXTERIOR INTERIOR o 8EXERIORRINT _RIGR 1 (TIP. INTERIOR/ Az C FL303 NG EXTERIOR.) z dz 583 m FL 306 ao S a I J A516' O- AT ALL SPLINE LOCA• IONS.) SEALANT OA NGt WD300-1 (TIP. AT EACH END CIl F OF INTEP. M. HORIZ.) U W 3 EXTERIOR NTERIOR 04 TM1vJT/EX! Q a FL3oz FL303 SEALANT O OXSEALANTa a S83 TIP JOINT SEALANT) W O pryV CS10t-- i C/SEAL TYr) j ED319-1 FL319., a?.QAc7 AY E1JGlAIc'E,;l.4%3sEAwNT NON-STRUCT. FAST_HER 1335 West Cass Street Tampa, Florida 33600" G1[ 12/29/20051PERLENGTHBEDIN SEALANT. olurrt+ CNJDW isJowSUJDWJOW STRUCT. PERIMETER FASTENER S IFLORIDA APPROVALBEDINSEALANT (SEE ELEVATIONS) j FL3 Q0-FPAEliu •ta !. 6 nad Tay, 'E DRAWINGS FOR ILoo(ePTn • nalEngineer FLORIDA 12 OF 15FLRegistialionNo. 38558 PRODUCT APPROVAL GLASS SCHEDULE GLASS MAXIMUM DLO MAXIMUM MARK GLASS TYPE MANUFACTURER SIZE SQUARE SYMBOL FEET Y." TEMPERED OUTER n SURFACE, Yz" AIR SPACE, VARIES 46 X 92 29.4 J Y4" TEMPERED INNER SURFACE OPTIONS AND LIMITATIONS DESIGN INTERM WALL JAMB MAX MAX SPAN QUALIFIED PRESSURE VERTICAL MULLION MULLION CL TO CL GLASS PSF MULLION LENGTH TYPE 60 -60 FL316 FL301 96" 48' W/0 STEEL J 60/-53 FL315 W/ SR101 F1301 120 48 I / ; 60/-60 FL304 FL301 72" 48" A) W/0 STEEL 30/-40 F1-315 FL301 96" 48" W/O STEEL BILL OF MATERIALS p B 89c t !$ w ao ii RATTACH to Fy iaQ 04 04aQz d QA w O C o o w Ca4, O w BROADLYAY emc-1 l c ::G^: v 1335 West Cass Street Tampa, Florida 33606 PAn 12/29/2005 onnxw cx low A^aw7DW OW PRaEct tIFLm. APPROVAL FL hgistration No. 38558 DRAWINGS FOR FLORIDA FL300-FPA 13 OF 15PRODUCTAPPROVAL ITEM PIN DESCRIPTION DIMENSIONS MATERIAL MANUFACTURE NOTES 1 NGt GLAZING GASKET 197 SPACE EPDM VARIES USED ON EXT. AND INT. 2 S83 SETTING BLOCK 1.50 X4.00 X.625 EPDM VARIES LOCATE ONE AT EACH END OF 3 W0300-1 WATER DEFLECTOR VARIABLE SPACE RIGID PVC, CORAL INTERMEDIATE HORIZ. 4 795 JOINT/ PERIMETER SEALANT VARIABLE SPACE SILICONE TREMCO 5 CS 101-i SETTING CHAIR 853 X 1.544 X.062 6063-T6 CORAL ALUMINUM 6 ED319-1 END DAM 75 X2.788 X.0fi2 6063-T6 pp RAL FABRICATED LENGTH = 4.625" ALUMINUM I 7 FL304 LIGHT VERTICAL 2.00 X4.5%.070 6063-T6 ALUM. CORAL MULLION/JAMB fi FL309 DOOR JAMB 2.00 X4.5 X .080 6063-T6 ALUM. CORAL 9 FL318 HEAVY VERTICAL MULLION 2.00 X4.5 X .190 6063-T6 ALUM. CORAL 1D FL306 HORIZONtAL MULLION Z.00 X4.460 X.070 6063-T8 CORALIiALUMINUM 11 FL303 GLAS5 STOP 7.207 X 1.543 X .050 6063-T6 CORAL ALUMINUM 12 FL301 HEADANA LL JAMB i2.00 X4.5 X.070 CORAL gOIUM NUM 13 FL302 SILL/HEAD 2.00 X4.460 X.070 6D63-T6 CORAL ALUMINUM I 14 FL305 OPEN BACK POCKET FILLER 562 X 3.75 X.062 6063-T6 ALUM. CORAL 15 FL319 SUBSILL FLASHING 2.725 X4.714 X.078 6063-T6 CORAL i ALUMINUM 18 FL307 BAORR HEADER/TRANSOM 2.00 X4.500 X.085 6063-T6 ALUM. CORAL DOOR JAMB AT WAIL 17 DS200 DOOR STOP 500 X 1.019 X .050 6063-T6 ALUM. CORAL 18 DP200-t PANIC STOP 1.323 X.4D2 X.18B 6063-T6 ALUM. CORAL FABRICATED LENGTH = 2.00" 19 SRtOt 10 GA. FORMED GALV. STL ii 25 X4.16 X.134 GALVANIZED VARIES REINFORCING STEEL 20 SR105 1/4" FORMED GALV. STL X4.188 X.250 GALVANIZED VARIES USED AT INTERMEDIATE DOOR REINFORCING 75 STEEL JAMB 21 AS23 R101/SR/02 TO 72-24 X 3/8" UCPHH ATTACH 12" O.C. MULLIONS j 22 AS16 iTYPiCAL SPLINE SCREW 14 X t" HHSTS STEEL VARIES TYPICAL SPLINE SCREW j 23 FASTENER FOR ATTACHING SUBSILL TO 3/16" X 1" PH SELF STEEL TEK STEEL SUBSTRATE DRILLING 24 FASTENER FOR ATTACHING SUBSILL TO 3116" X2" SHWH STEEL TAPCON I I CONCRETE SUBSTRATE I 25 FASTENER FOR ATTACHING SUBSILL TO 3116" X 2" PHSMS ISTEEL VARIES iWOODSUBSTRATEI 26 AS21 ATTACH ED319-1 TO f1379 6 X 3/8" X PPH STEEL ATTACH ® 12" ON CENTER 27 SB4 SETTING BLOCK i1.25X4X.438 EPDM VARIES 28 NGS DOOR STOP WEATHERING 125 SPACE EPDM VARIES 29 TH4 THRESHOLD 50 Xd.00X.i25 8063-T6 ALUM. CORAL 30 ASS FASTENER 310X1/2"PFH STEEL VARIES 31 CS104 FLAT FILLER PLATE 265 X3.750 X.070 6063-T6 ALUM, CORAL 32 CS 710 TRANSOM SASH 187 X7.710 X.063 8063-TB ALUM. CORAL 33 CS117 GLASS STOP 855 X.722 X.055 6063-T6 ALUM. CORAL 34 FL315 STANDARD VERT. MULLION 2.00X4.5X .080 6063-T6 ALUM. CORAL 35 CS 105 POCKET FILLER 480X1 X.040 6063-T6 ALUM. CORAL 36 AS2 FASTENER STEEL VARIES ATTACH @ 12" ON CENTER 37 SR102 10 GA. FORMED GALV. STL 75 X4.788 X.134 GALVANIZED VARIES USED AT INTERMEDIATE DOOR: REINFORCING STEEL JAMB z 0 v1• 0 O DENOTES i• II DOOR I OPENNG i o Q o 3 STEEL2EINF. 1I ! I ` 1 Y a a I 2 5.. 5. 48" MAX 72' MA%. D.O. --i1 x I e e ° II 1 DOOR I / DOOR OPENING I ' A ° OPENING a j gj I ' I f 62' MAX. 3, r— D.O. TYP. 8 IIIII tt'iii ft rt V A 4 FASI NEERLEGENDLH 5. 3' A 1 /9' TAPCDN 2'N 1--3'j S./ d" MIN. EMBEDMENT II i II II Ir WITH FILLER PLATE GUL! 666 IENG'H OF MU! LIGN. 3' MIN. SPACING. d- TAPCDN I I i '/4" MIN. EMBEDMENT. h0 I I z / V] ODOR I DOOR I DOOROPE14OPENING \' A O ° / OPENING I \ A ° OPENII4C A ac, f WOdo NOTE i i i DEruOTES i` I p 3 W> d STEEI - Qwm ` ,s s W e A ' ' e A . ° POi Q W a4 w CrI'I1f-2 2` N!'-A ' I}' 3• 42' MAX. " Oj3.. D.O. TYP. FW- 1 O it H tt-- 48" MAX "" 111 72`MAIX`. D.O. TYPICAL INSTALLATION INTO ° r = G Z0.4DLUAYENC-/T•./E.P/RrGCONCRETESUBSTRATE. 1335 Vi+est Cass Stra• t Tampa, Florida 33600" MIN. 2500 P.S.I. 12/29/2005 ORAYM CHECNm LPWFD 1^/ X )/JJ), SC[ JDw TOW 0 Z G 1j J FLOONDA APMOVAL Clt rt jli ,; FSID3(It y F.r- III— Na Pla '1Lngmeer 1 46rotr, DRAWLNGS FOR FL300-FPASCALE: 1/4" _ '-o° FLORIDAFLR , ;ration No. 38558 sNm PRODUCT APPROVAL 14 OF 15 STANDARD LENGTHS O. HEIGHT A. 8. O. D. E. 84' 42 t t 73 J 8 78 3 0 96' 48 i 4' 6S 3 8 88 3/e 91 3 B 94 3 B' 2- 112- 3 2'r r 11- jr--2- IF,"-1r r— 0 0 Z do S SYMBOL DOOR I OPENINGOPENING I `' I n rf n ' m e 2 1 DOOR 1 OPENING t \' 1 e e DOOROPENING e o DENOTESSTEEL I I 2^ I- 2- F/2^ ..- 2• 1 1/2^_ z^ .I'- JII} I, ICI- 2 11 ff I 92" MnX. I G.O. TYP. 413" MAX. 72" MAX. D.D. 4 rL iv 2" C. J2' 2' 2 I 2- 2 I I r I 1 i DOOR I e e '/DOOR t T OPENING I OPENING 1 66 I / SYMBOL DENOTESu STEEL I 1 3 4g^ MAX. 72' MAX. D.O. f 4 TYPICAL INSTALLATION INTO STEEL SUBSTRATE. e e DOOR OPENINGe 1 12" MA, I iii--- D.O. TYP. FASTENfR._ LEGEI:D n 1/4" TEK ANCHOR WITH FILLER. PLATE FUL'- LENGTH OF MULLION. 1 1/2" ION. SPACING. F 1/4" TEK ANCHOR STANDARD LENGTHS O. HEIGHTA. B. O. g4' 42 i 4 80 3 B 82 3/8 9B' 48 1 4' 92 3 B 94 3/8- AP AY EA4GINEEI94IIG 1- 1335 West Cass Street Tampa, Florida 33606 0 2' 4' 8' ixi, l „ee. l( e/ DRAWIN( SC - ALE: 1 '4° = t'-0" l u T,iLn>'Il,Er FL ItPgisUation Ma 3855g FLORIDA PRODUC" IN 12/ 29/2005 i FLOIUOA APPROVAL uRA . w. FL300- FPA AL `""` 15 OF 15 HurmacANE TEST WoRAToRY, LLC Tesrnm AND RVAWAnOiv SOLUTIONS Report #; G402.0801.05- Specimen # I — 2 Test Date: 8/8-29/OS Page 7 of 5 MANUFACTURER'S IDENTIFICATION 1.0 NAME OF APPLICANT: CORAL ARCHITECTURAL PRODUCTS 3010 Rice Mine Road Tuscaloosa, Alabama 35406 800) 772-7737 Pff'=RMIT # of" 2.0 CONTACT PERSON: J.D. Williams 3.0 TEST NOTIFICATION #: N/A 4.0 HTL LABCERTIFICATION Mfami-Dade County (03-0507.09); Florida Building Code ('T'5i1527); AAMA, WDMA; Keystone Certifications PRODUCT IDENTIFICATION 5. 0 6. 0 7. 0 8. 0 9. 0 10. 0 11. 0 Product Type: Aluminum Glazed Wall Section Model Number: Front Line FL300 Framing system e ( 3) bays. See Coral drawings '"FL300-02 ; sheets 2 and 3 bf7 for an elevation.of these test units, Drawing., This report is Incomplete if. not accompanied by CORAL Drawing"FL300-02" and accompanying sheets bearing the raised seal of Hurricane Test Laboratory, LLC. Sample Source and Test Vocation: Sample provided by CORAL, ARCHITECTURAL PRODUCTS. PRODUCT DESCRIPTION 12. 0 Frame Assembly: The frame used In this sample was fabricated using the following aluminum extrusions Descri Lion Part # Standard Vertical' Mullion FL315 Open Back Mullion Flier FL305 Horizontal Mullion FL306 Glass Stops FL303 Head Waif Jamb FL301. Sill/ Head. FL302 Sub Sill Flashing FU19 The following procedures (typical) were utilized when assembling this individual frame: frame Corner Construction: At each frame corner, Ryf"jFp frame members ran through while the horizontal frame member was butted and med alaI fa! Ming two (2), #14 x 1" HHSTS per comer. ENG1{ 1E8E1C RD la`t• ' 2;' ii= No. S38 0 F, AV100 ETA , 4fVinu J.X OP 3rrA. r. t t NuRmcANE TEST LmomToRY, LLC Report #,. G402-0801-05TEMWANDEVAwATroNSOLUTIONS Test Date: 8/8-29/05 Page 2 of 5 Additional Reinforcement: Specimen # I (Elevation El), has steel reinforcing (Part # SR101) Inside both vertical mullions. The steel reinforcing is attached to the vertical mullions using #12 24 x 3/8" UCPFH located 12" o.c. Frame Joint Sealant: Each frame joint was sealed using a bead of Dow Coming 795 Silicone Sealant. 13.0 Glazing: 13.1 Glazing Material: The glazing material used in this sample was 1" insulated glass with the following components: 1/4" tempered glass 1/2" air space 1/4" tempered glass 13.2 Glazing Method: Each glass lite used In this sample was glazed using the following (typical) procedures. Interior/Exterior Side: Using continuous strips of an extruded EPDM gasket (Part #NG1). Each corner of the gasket is sealed using a bead of Dow Corning 995 Structural Silicone Sealant in both directions of the gasket. 13.3 Davliaht Ooenina: 14.0. imen # 1 Elevation E1 Qtv. Daylight opening Glass site 3 46" W x 42" (h) 7/16" 3 46" w) x 72" h) Specimen # 2 Elevation E2 1 46" (w) x 65-3/8" (h) 7/16" 1 46" (w) x 24-5/8" (h) 2 46" (w) x 92" (h) Frame Jo Dow Corning 795 Silicone Sealant INSTALLATION 15.0 Following Is a description of how this sample was installed in the test hark whRn v3pwM frnm tho axterior side: Location Anchor Description & Schedule Frame Head The frame head and sill are attached to the opening using 1/4" x 1.1/4" HHW Tek and Sill. Screws located 2" from the ends and 2" on each side of the vertical mullions, 40TE: There is a 1/4" shim space used around the perimeter of this test sample at the head, sill, and iamo iocations. ENGINE R OF RECORD 10/4 10 Vinu J.. Abraham, P.S. FL Reg. # 53820 HURRICANE TEST LABORATORY, LLC TESTING AND EVALuAnON SOLUMNS www:htltest.com -- - — -- v 111-ETL. TEST RESULTS 16.0 SUMMARY OF RESULTS: Report #: G402-0807-0S Test Date: 8/1149/05 Page 3 of 5 Specimen 1 Elevation El Test Method. Test Conditions Measured Allowed Air Infiltration Test ASTM E283) 1.57 psf 0.006 cfm/e 0.06 CFm/f? 6.24 psf 0.017 cfm/fe OA6 cfm/e Water infiltration Test ASTM E331) 15 psf PASSE[7'per ASTM E331 Uniform Load Deflection Test ASTM E330) 60 psf Deflection Vertical Mullion 0.1 0.68" Horizontal Muillon 010" 270.„ 53.3 psf Vertical Mullion 0.60" 1 0.68" Horizontal Mullion 0.12" 0.27" Uniform Load Structural Test ASTM E330) 90 psf Permanent Set Vertical Mullion 0.10" 0.24" Horizontal Mullion 0.02" T 6.69" 79.95 psf Vertical Mullion 0.13" 0.24" Horizontal Mullion 0.05"1 0.09" PLEASE NOTE THAT NO OTHER MEMBERS DEFLECTED MORE THAN THE ALLOWABI DEFLECTIONS AT OTHER LOCATIONS THESE TESTS WERE COMPLPTFn ON ON THE TEST UNIT. R/79/(1- ENGINEEROF RECORD 70 / i0 vnu J. Abraham, P.E. FL Reg. # 53820 HURmcANE TEST WoRATORy, LLC Report #: G402-0801.05TEsrNGANDEVAWA77ONSOUMONSRklujwww:htltest.cQm-----`--___-.--------______--_._ Test Date: 8/8-29/05 Page 4 of 5 Specimen # 2 (Elevation E2) Test Method Test Conditions Measured Allowed Air Infiltration Test ASTM E283) 1.57 psf 0.007 cfm/ft? 0.06 cfm/ft 6.24 psf 0.012 cfm/ftz 0.06 dfm/fe Water Infiltration Test ASTM E331) 10 psf PASSED per ASTM E331 Uniform Load Deflection Test ASTM E330) 30 psf Deflection Vertical Mullion 0.39" 0.54" Horizontal Mullion 0.15" 1 0.27" 40 psf Vertical Mullion 0.48" 1 0.54" Horizontal Mullion 0.19" 0.27" Uniform Load Structural Test ASTM E330) 45 psf Permanent Set Vertical Mullion 0.01" 0.19" Horizontal Mullion 0.02" 0.09" 60 psf Vertical Mullion 0.091, 0.19" Horizontal Mullion 0.W' 0.09" PLEASE NOTE THAT NO OTHER MEMBERS DEFLECTED MORE THAN THE ALLOWABLE DEFLECTIONS AT OTHER,LQCATIONS ON THE TEST UNIT' THESE TESTS WERE COMpu-TED ON 8L11105 MISCELLANEOUS INFORMATION 17.0 CERTIFICATION & DISCLAIMER STATEMENT: All tests performed on this test specimen were conducted in accordance with the specifications of the applicable codes, standards & test methods listed below by the Hurricane Test Laboratory, LLC located at 6655 Garden Road, Riviera Beach, FL 33404. HTL does not have, nor does it intend to acquire or will It acquire, a financial interest in any company manufacturing or distributing products tested at HTL. HTL is not owned, operated or controlled by any company manufacturing or distributing ENGINEER OF RECORD Vnu J. Abraham, P.E. FL Reg. # 53820 HURRICANE TEST LABORATORY, LLC Report #: Cs402.0801.05TESTINGANDEVALUATIONSOLUTIONS Specirlten#.i---2------- H Test Date. 8/8.29/05 Page 5 of 5 products it tests. This report is only intended for the use of the entity named In section 1.0 of this report Detailed assembly drawings showing wall thickness of all members, comer construction and hardware applications are on file and have been compared to the test specimen submitted. A copy of this test report along with representative sections of the test specimen will be retained at HTL for a period of four (4) years. All results obtained apply only to the specimen tested and they do indicate compliance with the performance requirements of the test methods and specifications listed in the following section. Please note that a copy of this report will be forwarded to the AAMA Validator if requested and that this report does not constitute AAMA certification of this product, which may onlybegrantedbytheAAMAVaildator. 18.0 APPLICABLE CODES, STANDARDS & TEST METHODS: ASTM E283-04 - Standard Test Method For Determining The Rate of Air Leakage Through Exterior Windows, Curtain Wails, and Doors Under Specified Pressure Differences. ASTM E330-02 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference.: , ASTM E331-00 - Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by. Uniform Static Air Pressure Difference. AAMA 501-05 - Methods of Tests for Exterior Walls. 19.0 LIST OF OFFICIAL OBSERVERS; Vinu J. Abraham, P.E. - HTL, General Manager Jose E. Colon, E.I. - HTL, Operations Manager J.D. Williams - CORAL ARCCHITECTURAL PRODUCTS Bill Smith; Jr. - CORAL ARCHITECTURAL PRODUCTS Scott Dooley - CORAL ARCHITECTURAL PRODUCTS Grant McAllister - CORAL ARCCHITECTURAL PRODCCTS EIUGIN VOF RECORD to g/to Vinul Abraham, P.E. FL Reg. # 93820 r . HTL TEST FL300 FRAMING INDEX TO DRAWINGS I INDEX TO DRAWINGS & NOTES 2 FRAMING ELEVATION 3 FRAMING ELEVATION 4 FRAMING DETAILS 5 FRAMING DETAILS 6 GLASS SCHEDULE 7 BILL OF MATERIALS SYSTEM w V) z o F z 3 C3o zo 0 g,dptieWLtbmtoMLLC j Z fscc a/z/xoas Ae7Fsr b unI F W Qhn4W15 N 'D Nf5 FI30P-2 146" 2" 46" 2" 46" 2" 46" J- 2- S 48.034" MAX. UMLIM 5P LUIc rn. 4 N i STEEL REINF. AS DETAILED NOTE LOCATE ANCHOR APPROX. 2" FROM EDGE OF VERTICAL. (TYP) PERIMETER FASTENERS LOCATE AS SHOWN: Y4" 0 X %" TEK SCREW (12 EA.) NOTES: 1. DESIGN PRESSURE - +60/-53.3 PSF 2. AIR TEST AT 6.24 PSF 3. WATER TEST AT 15 PSF 4. MAXIMUM DEFLECTION a L/175 OR .686' l TYPICAL ELEVATION STANDARD ALUMINUM MULLION WITH STEEL - LONG SPAN EXTERIOR GLAZED 1 i i i i Ii O t O I i w G o I wZ? I.- W g zZ ifmirmeTed tAbl tory,L C p LL lL. II As;Es m cnsa i scc I o/zo/zc« 0TwAwmqNoTw ft) Its , a« .tm-2 3 146' 2" 4&" 2" 46" 2" 46' 2" 48.034" MAX. uuwom Sruvwo 7w. 1A c 5 u oo ZA Na A 5 xO N41 4 w / 0 NO NOTES: 1. DESIGN PRESSURE = +30/-40 PSF 2. AIR TEST AT 6.24 PSF 3. WATER TEST AT 10 PSF 4. MAXIMUM DEFLECTION = L/175 OR .549" Aw M_Amll ,-MWZILI NOTE: LOCATE ANCHOR APPROX 2' FROM EDGE OF VERTICAL (TYP) PERIMETER FASTENERS' LOCATE AS SHOWN: Y4' m X JY4" TIX SCREW (12 EA.) E2 TYPICAL ELEVATION STANDARD ALUMINUM MULLION INTERIOR GLAZED R;ae m LLJJ 0 in a F o Y L. Z O Q O J LL- nc 10 1 .. _. I i 2"" rux FRAME WIDTH SHMSpAa FRAME OPENING B — WALL JAMB D D _ CAP SEAL MTYP15 to FRAME SIZE — 4 —STD. 114i. VERT 1 LO --2" --I DLO FRAME SIZE Hmnc+aeTest LAmrorALLC . INT. VERT/STEEL A iE41Bp IiD18D Dtte 13 a5 la6Y STRUCTURAL PERIMETER FASTENER SEE ELEVS) N 1 m 0 NON—ST1 g rcn Lcnlain BED IN SEALANT SUBSTRATE TYP JOINT SEALANT) I(TYP AT ALL SPLINE LOCATIONS) INT. AND AT EACH OF INTERM IZO.VTALS) u rcnimcacn FASTENER BED IN SEALANT SEE ELEVATIONS) a0 W Q W 0 Q ZZ LLi. O I LL. JW 9CC 9/12/2005 12 F13o0--2 a n STRUCTURAL PERIMETER FASTENER SUBSTRATE (SEE ELEVATIONS) VARIES) N 21. . 4 TYP. JOINT t - HEAD o SEALANT) f 4A N SEAL.) a NON-STRUCTURAL FASTENER 4 PER LENGTH BED IN SEALANT TYP ® ALL SPLINE LOCATIONS) ADD SEALANT IN CAVITY ON EACH EAND 3 TYP AT EACH END OF INTERM HORIZONTALS) Lp 1 2 - INT: HOW- (TYP. INTERIOR AND EXTERIOR) INTERIOR STRUCTURAL PERIMETER FASTENER BED IN SEALANT SEE ELEVATIONS) J Q WN N W Z I- J Z LL C 1:2 3W-i OF 7 GLASS SCHEDULE GLASS MAXIMUM DLO MAXIMUM MARK GLASS TYPE MANUFACTURER SIZE SQUARE SYMBOL FEET A" TEMPERED OUTER O SURFACE, r AIR SPACE, VARIES 46 X 92 29.4 Y47 TEMPERED INNER SURFACE OPTIONS AND LIMITATIONS DESIGN INTERM MAX SPAN QUALIFIED PRESSURE VERTICAL MULLIONCL GLASS PSF MULLION LENGTH TYPE 140 W/0 STEEL 96" Q. O 60/-60 W/SR101 STL 120" 46" O STRUCTURAL PERIMETER FASTENER SEE ELEVVS) 0 SUBSTRATE TYP JOINT SEALANT) INT. AND AT EACH OF INTERM 2 TNT. HORR. nvrsIZONTALS) INTERIOR Im g1a BED IN SEALANT STRUCTURAL PERIMETER FASTENER BED IN SEALANT SEE ELEVATIONS) 1G 7 BILL OF MATERIALS ITEM NO. PART # DESCRU'nON DIMENSIONS MATERIAL MANUFACTURER NOTES I NGi GLAZING GASKET EXTERIOR/INTERIOR 197 SPACE EPOM VARIES 2 S83 SETTING BLOCK AT INTERM. HORI/SILL 625 X 4.00 X 1.50 EPDM VARIES 4' LONG 3 W03GO-1 WATER DEFLECTOR 1.358 X "1.500 X .040 RIGID PVC CORAL LOCATE ONE AT EACH END OF EACH ITEM. #9 4 795 PERIMETER/INTERNAL SEALANT FILL SPACE SIUCONE DOW CORNING 5 CS101-1 SETTING CHAIR 853 X 1.544 X 4.00 6063-T6 ALUMINUM CORAL 6 ED319-1 END DAM 750 X 2.188 X .062 6083-TS ALUMINUM CORAL FABRICATED LENGTH - 4.625 7 FL315 STANDARD VERTICAL MULLION 2000 X 4.5 X .080 6063 T6 ALUMINUM CORAL 8 FL305 OPEN BACK MUWON FILLER - SHALLOW 562 X 3.750 X A62 6063-TB ALUMINUM CORAL 9 FL306 HORIZONTAL MULLION 2.00 - X 4.5 X .070 6063-78 ALUMINUM CORAL 10 FL303 GLASS STOP 1.207 X 1.543 X .050 6063-T6 ALUMINUM CORAL 11 FL301 HEADWALL JAMB 2.00 X 4.460 X .070 6063-T6 ALUMINUM CORAL 12 FL302 SILL/HEAD 2.00 X 4.460 X .070 6063-TB ALUMINUM CORAL 13 FL319 SUBSILL FLASHING 2.125 X 4.714 X .078 6063-T6 ALUMINUM CORAL 14 SR101 10 GA. FORMED STL. REINFORCING 1.25 X 4.18 X .119 A36 STEEL VARIES 15 AS16 SPLNE ASSEMBLY SCREW 14 X,I' HHSTS STEEL VARIES TYPICAL SPLINE SCREW 16 AS23 ATTACH SR101 STL TO MUWONS 12' OC 12 - 24 X UCPFH STEEL VARIES ATTACH ®12' ON CENTER 17 FASTENER FOR ATTACHING SUB -SILL FLASHING TO STEEL SUBSTRATE fc" X' 1" PHSMS STEEL VARIES g LEI In Q 0_ uj wzgg Q g lei O J o M m Jti. cL300-2 7 nF 7