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416 E 5 St #17-2102; NEW HOME
r-LI CITY OF SANFORD r ; BUILDING &FIRE PREVENTION; --- ----• PERMIT APPLICATION Application No: Documented Construction Value: Job Address:% . s f Historic District: Yes No, Parcel ID: Residential Commercial 2`ylre orf-Work: New W-.Addition .. Alteration-1:1-Repair. Q. Demo.Q:.. Change.-of.Use O...-MVlov.-e F _,- _. Description of Work: ,//e, L e Plan Review Contact Person: 4el e iw %; i Title: Phone: [, Email: /oq tl b ®C l l•'.c'o 7 Property Owner Information Name ng e e rw i 9 Phone: Street: City, State Zip: Name Street: City, State Zip: Resident of proper ? _ - x i k1 ,• 1t:: 5 Contractor Information Phoner:•< y t Fax: State License No.: Architect/Engineer Information Name: i/('/ee Phone: Street: 5 L' !,r/A Sf j„ Q S Fax: City, St, Zip: 0i %N n 0/1 4G : E-mail: Bonding Company: Address Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:.5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application N6TICE In addition to the requirements of this permit, there may be additional resirictions applicable to this property that maybe---- - 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-AFFIDAVTT. f-c-ertify-that. all -of the foregoing -information -is accurate . that-a11._work.will— be done in compliance with all applicable laws regulating construction and zoning. moo' S- l /z t Signature of O%,.mer Agent Date o 1 ei %eiu. Print Ow ier/Agent's Name 712-(^7 Signature of Notary -State of Florida Date s ANNETTE BLANJr NotaryPublic . Steg of s s Commission r GG i„ 0: My Comm. Expires Jep 1Own KMeorProduced ID Type of L Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing 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: g 31 /`% WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Loxr 1 1877-- www.sanfordfl.gov Application for Variance Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 1. Legal description of property. Tax Parcel No: E F/I `l EJH E a F/91, © Fo,-] Fol W D Pd [ H Attach a computer print-out from the Seminole County Property Appraiser)) 2. Address of property: / ! 5 3. Land area: L° L Sq. ft. Acres: 4. Current zoning district classification: Variance Requested; o Reason for Request: i24 Please attach any supporting documentation at the time this application is submitted. Variance Variance Requirement Requested Requirement Requested Yard Setbacks f` Minimum Living Area o o Parcel Width @ Building Line l <? Required Buffer Min. Parcel Frontage @ Street Visual Screen Maximum Building Area Parking Minimum Open Space Sign Maximum Building Height Other j _), f / 6 I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: . ': ,,5 Date: This application is submitted. by: Applicant/Agent Signature: Print Name: Address: Phone: Fax: Email: Note: applicant authorization form must be completed Property Owner: Signature: Address: I Z /3 Z .' Caw- C i Phone:zj ! ,r- !gL/ 5-X6/ hFax: Z Print Name: Date: rl l et. Email: i c' / % u D•ate: September 2010 Vanance.pdf ter _ . - f , +^•::A4 z-,. ' . ` ..... t JUL1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Documented Construction Value: $ ra Job Address: L' S r Historic District: Yes No, Parcel ID: Residential Commercial Type of Work: New Addition El Alteration El Repair El El of Use ElMove El Description of Work: ,/1 e4' A/0"? -e Plan ReviewContactPerson: %c /w,`j „ Title: Phone: k'_ 7 0 7- 9'VAFax: Email: t/ f Property Owner Information Name Fog e l rvru.%1 Street: City, State Zip: Name Street: City, State Zip: Phone: ` 7 4 %' g ely/ 41 Contractor Information Fax: nt of A u 7arstltt if'A 1tG i fC e Jtl( U Y State License No.: Architect/ Engineer Information Name: v(iR '/ee Phone: Street: / 5 L!/A S e jn Q S Fax: City, St, Zip: of lz n olo G : E-mail: Bonding Company: Address: Mortgage Lender: Address: 01 9aQ-3 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet.standards of all laws regulating construction in this jurisdiction: I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner Agent Date Dgel / e/wi (/i Vie/ Print ON er/Agent's Name 0-4'% - -7- i2 Signature of Notary -State of Florida Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date ANNETTE SLANG: Notary Public . state ot,florltH Commiaaion i 66 pti lft OrZ, My Comm. EAplte J 18, 201ffOwnmown-, . Me or Contractor/Agent is Personally Known to Me or Produced ID Type of L Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical D Mechanical 9 Plutbing[}( Gas D Roof Construction Type: 4 f6 Occupancy Use: R 3 Flood Zone: x - sty ptTT-Act{ED Total Sq Ft of Bldg: (0 (o Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps 150 Plumbing - # of Fixtures /0 Fire Sprinkler Permit: Yes No [9 # of Heads Fire Alarm Permit: Yes NoQ APPROVALS: ZONING*5kieldil UTILITIES: WASTE WATER: ENGINEERING: ' —t t- v "Z-") FIRE: BUILDING: 44" Y- 29-17 COMMENTS: C0i19frJJ 0 1 AOYI r0V a COA8S Dn -71-7. naie 46 AC paJ eavlvio+ 6e iA 46 r-dined 5.3 &\Je Revised: June 30, 2015 Peniiit Application CPS Construction o- . Roger Terwilliger r Owner b I 407-844-5845; rogert18b@gmail.com www.campprosolutions.com ooe , , =our„- Q pL,I REQUIRED INSPECTIONION SEQUENCE 2 /n 2 Address: A//A BUILDING PERMIT min Max .. Inspection IIDeseftLion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In O Frame 3 p Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock p Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) IELECT.IUCAL JP:EIiMIT min Max Ins ection IIDescri Lion Electric Underground Footer / Slab Steel Bond Q Electric Rough T.U.G. O Pre -Power Final Electric Final f r1W..D:+JJId1V# x::vnr." '" u'i 7t•`r7.5 ''P4d.. +7 "4 ..'iJri {i ,.S dYf Minn Max I<ns ection Descri Lion Plumbing Underground Plumbing Sewer Zp Plumbing Tub Set Plumbing Final P lnspecdom-Pescrlption Mechanical Rough III X 1•I III Il--Gas 3 / r i ..I \ v,. n' ..fPti,.:r, • eo, z' • ,rr 1,w.,•..,, ;,,. it . rn..,..:,s e., f1u" III I4 e . I I o4 III D i I pI IP III Underground re 1 .. REVISED: June 2014 V THIS INST "ENT PREPAR BY: Name: _ e, Addres':' s NOTICE OF COMMENCEMENT State of Florida i._EF''K `iF CIRCUIT c-0U;F%i GCCWIF'TF:})t_LEF= , L.ERK' F; y 20170704'73 MR,1)i'^):ii .i.`i.i I-1: Ec BY County of Seminole j.1 t) (Q`D- z -r9-jam - G o o - o030, Permit Number: — T Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF i//G Z-% the property and street Do 7c) GENERAL DESCRIPTION OF IMPROVEMENT: feu/ yor72 OWNER INFORMATION: Address: Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(!b , Florida Statutes. Name: '///its 0 Address: 11Z Z-%.S fn• In addition to himself, Owner Designates of 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 to the b f my knowledge and belief. Trw;Agc 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 Orl Ck County of P The foregoing instrument was acknowledged before) Ime this _' day of 3 JT 20 11 by e ` l t ` 1 Who is personally known to me I Name of person making statement OR who has produced identification type of identification produced: — Me Of Florida Notary Signature CbnlNsebrta06OW23MYCOMM. Expires Jan 16, 2018 kevilsion b City of Sanford Response to Comments NOV 9 2017 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit 4 J/ 0 Submittal Date. i p; Project Address: Contact: Ph: LlDr)- 4L4 Fax: 0,:P— , C e, Email: o -f V- 0 Trades encompassed in revision: General description of revision: El Building Plumbing Electrical El Mechanical Q—L-ifeSafety El Waste Water ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11 Building P 24 - 1:1 S.XNFOR' Y OF FIRE DEPARTMENT Application Number: 17-2102 , Project Description: New SFR Job Address: 416 E 5'h Street Building & Fire Prevention Division PLAN REVIEW COMMENTS Date: 10/24/2017 Contact Name: Roger Terwilliger Contact Email: rogertl8b(4,2mail.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.Qov. Provide two copies of affected plan sheets andlor supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The A/C cannot be located on the (east) side of the house due to setback requirements. Please revise the location of the A/C on the plans and on the site plan and re -submit two copies of all applicable plan pages and a site plan. FBC 107 2. The plans have been designed for Type III B construction. This type of construction does not allow for any combustibles in the exterior walls unless fire rated. The exterior walls contain insulation, drywall and wood framing. Please revise the type of construction (recommended Type VB is acceptable and the general design for residential homes). The design statement on the plans needs to be changed and two (2) copies of the new plan page submitted. FBC 107 3. Energy Calculations are required for the home, per 2014 Florida Energy Efficiency Code. Please submit two copies of completed Energy Calculations for review. FBC 107 4. Please submit two (2) copies of a Sanford Product Approval Specification Sheet listing the Florida Product Approval numbers and description for the following products: Exterior doors, windows and roofing (TPO) system. FBC 107 5. Please submit two (2) copies of Florida Product Approval and corresponding installation instruction for the exterior doors, windows and roofing system. FBC 107 6. A smoke detector is required inside the bedroom and outside the bedroom. Please revise the electrical plan page to show this. FBC 107, FBCR R314 7. Please provide two (2) copies of a gas riser diagram for the gas tank and gas water heater. Riser must show gas piping type, gas pipe sizes, BTU's of each unit served, length of gas piping, etc. Gas riser does not need to be signed & sealed. FBC 107 8. Please provide two (2) copies of an ICC Product Evaluation Report for the closed cell spray foam insulation that will be used. The insulation company should be able to provide this information. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- PLANNING AND DEVELOPMENT SERVICES DEPARTMENT W W W.SANFORDFL.GOV July 11, 2017 MAILING ADDRESS Roger Terwilliger CITY OFSANFORD 12132 Perrperdine PlacePOSTOFFICEBOX1788 SANFORD, FLORIDA 32172-1788 Orlando, FL 32826 RE: Variance to the requirements of Schedule C in the SR-1, Single Family PHYSICAL ADDRESS Residential zoning district to construct a 660 square foot single family home on a CITY HALL 300 NORTH PARKAvENUE 3,060 Square foot lot of record at 416 E. 5"' Street. SANFORD, FLORIDA32771-1,244 Tax Parcel Number: 25-19-30-5AG-060A-003.0 Dear Mr. Terwilliger: TELEPHONE 407.688.5140 On July 11, 2017, the Administrative Official, pursuant a June 20, 2017 recommendation FACSIMILE made by the Development Review Team, approved a Variance to the requirements of 407.688.5141' Schedule C in the SR-1, Single Family Residential zoning district to construct a 660 square foot single, family home on a 3,060 square foot lot of record at 416 E. 5`I' Street subject to the following conditions: CITY COMMISSION JEFFTRIPLETT 1. The proposed single family homes shall meet the infill lot grading MAYOR requirements (attached); all appropriate spot elevations and grading shall be included on the;site plan for review. ART WOODRUFF 2. A canopy tree shall be provided in the front yard per Schedule J. DISTRICTI 3. A minimum 9' driveway meeting the requirements of Schedule N shall be DR. VELMA H. WILLIAMS provided and,a driveway permit must be obtained. DisTRICT2 4. Improved' parking for two vehicles must be provided on -site: PATRICKAuSTIN 5. Coordinate with the Utility Department to ensure utility water/sewer DISTRICTS availability. The approval of the variance does not guarantee adequate service are available. PATTY MAHANY DISTRIcT4 Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City CITY MANAGER Commission within thirty (30) calendar days of the Administrative Official's -action. The NORTON N: BONAPARTE, JR. applicant shall be required. to withhold all action on the property until the ,31st day past the date noted above. If you have any questions, please do not hesitate to call this office. Respectfully, CITY OF S NFORD J 1, r ileeli inson, A1CP Development Services Manager EH/jg TA)evelopment Review\l I-DRT Agenda-CoverMemos\Legal Ads& Letters12017\41'6 E. 54i Street- Variapce.doc f City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Roger Terwilliger Firm: Owner Address: 12132 Pepperdine Olace City: Orlando State: FL Zip Code: Phone: 407.844.5845 Fax: Email: rogert186@gmail.com Property Address: 416 E. 5th Street Property Owner: Roger Terwilliger Parcel identification Number: 25-19-30-5AG-06OA-0030 Phone Number: Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) p , s .. i m Itll S - li 4a w!rl _ "5 ti HA r. nay 1 iOFFICIAL UcSEONLIiaG,u, r ; u Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-2102 Reviewed by: Michael Cash, CFM Date: October 2, 2017 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codas, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. It / I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address r ` listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the I information that 1 have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: I, e/ / ,' , do hereby state that I am qualified and capab e of performing the requested construction involved with the permit application filed and agree to the conditions specified above. c /V Signature of Owner -Builder Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a2license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within I in 1 year after the construction is complete, the law will presume that I built or substantially improved it ll for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I 71 employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must yf comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective August 2017 - February 2018 BP# 17-2102 416 E 5th Street Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 6601square feet SQUARE FOOTAGE OF GARAGE ONLY: I square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 6601 square feet Dollar Valuation of Work: $761659.00 State Fee: $24.95 Permit Fee $576.61 Application Fee: $25.00 Plan Review Fee: $229.98 Total Building Permit Fees: $856.54 Plumbing Fixture Calculation 17-2102 416 E 5th Street Bath Tubs Sinks 1 Drinking Fountain Solar Piping Disposal Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker Water Closets 1 Laundry Tubs Water Heaters 1 Lavatories 1 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 10 Permit #: 17- 2102 Address: 416 E 5th Street Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: TPO Flood Zone: None Number of Stories: 1 Number of Bathrooms: 1 Square Footage: 660 Plumbing Fixtures: 10 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 4 AFFIDAVIT OF OWNERSHIP AND DESIGNATION OF AGENT Please use additional sheets as needed. If any additional sheets are attached to this document, please sign here and note below: I. Ownership J / I, /(-u :3,g,- L/ll/1 / /i 9 Tax Parcel Number(s): Address of Property: _ for which this 0 j-;F, .— t-h hereby attest to ownership of the property described below: Ol04 - Ou3O application is submitted to the City of Sanford. II. Designation of Applicant's Agent (leave blank if not applicable) As the owner/applicant of the above designated property for which this affidavit is submitted, I designate the below named individual as my agent in all matters pertaining to the application process. In authorizing the agent named below to represent me, or my company, I attest that the application is made in good faith and that all information contained in the application is accurate and complete to the best of my personal knowledge. Applicant's Agent (Print): Signature: Agent Address: Email: III. Notice to Owner Phone: Fax: A. All changes in Ownership and/or Applicant's Agent prior to final action of the City shall require a new affidavit. If ownership changes, the new owner assumes all obligations related to the filing application process. B. If the Owner intends for the authority of the Applicant's Agent to be limited in any manner, please indicate the limitations(s) below. (i.e.: limited to obtaining a certificate of concurrency; limited to obtaining a land use compliance certificate, etc.) The owner of the real property associated with this application or procurement activity is a (check one) Individual Corporation Land Trust Partnership Limited Liability Company Other (describe): 1. List all natural persons who have an ownership interest in the property, which, is the subject matter of this petition, by name and address. -t> 2. For each corporation, list the name, address, and title of each officer; the name and address of each director of the corporation; and the name and address of each shareholder who owns two percent (2%) or more of the stock of the corporation. Shareholders need not be disclosed if a corporation's stock are traded publicly on any national stock exchange. 3. In the case of a trust, list the name and address of each trustee and the name and address of the beneficiaries of the trust and the percentage of interest of each beneficiary. If any trustee or beneficiary of a trust is a corporation, please provide the information required in paragraph 2 above. Name of Trust: 4. For partnerships, including limited partnerships, list the name and address of each principal in the partnership, including general or limited partners. If any partner is a corporation, please provide the information required in paragraph 2 above. 1 5. For each limited liability company, list the name, address, and title of each manager or managing member; and the name and address of each additional member with two percent (2%) or more membership interest. If any member with two percent (2%) or more membership interest, manager, or managing member is a corporation, trust or partnership, please provide the information required in paragraphs 2, 3 and/or 4 above. Name of LLC: 6. In the circumstances of a contract for purchase, list the name and address of each contract purchaser. If the purchaser is a corporation, trust, partnership, or LLC, provide the information required for those entities in paragraphs 2, 3, 4 and/or 5 above. Name of Purchaser: Date of Contract: NAME TITLE/OFFICE/TRUSTEE ADDRESS % OF OR BENEFICIARY INTEREST Use additional sheets for more space.) 7. As to any type of owner referred to above, a change of ownership occurring subsequent to the execution of this document, shall be disclosed in writing to the City prior to any action being taken by the City as to the matter relative to which this document pertains. 8. 1 affirm that the above representations are true and are based upon my personal knowledge and belief after all reasonable inquiry. I understand that any failure to make mandated disclosures is grounds for the subject rezone, future land use amendment, special exception, or variance involved with this Application to become void or for the submission for a procurement activity to be non- responsive. I certify that I am legally authorized to execute this Affidavit and to bind the Applicant or Vendor to the disclosures herein. Date STATE OF FLPRIDA - COUNTY OF Sworn to (or affirmed) and subscribed before me by X O on this day of -, Ul _VU_ 20k—) ( Sign t re of Notary Public Personally Known 1 OR Produced Identification Lai Type of Identification Produced Yrt1 —b • LL Affidavit of ownership -January 2015 Owner, Agent, Applicant Signature Q-V- TeX Lo i 1t Mvk_n Lev C)OWDL)Q_A-- Print, Type or Stamp Name of Notary Public 6 JENNIFER M. GOLLOWAY Notary Public - State of Florida My Comm. Expires.Nov 3, 2017 Commission FF 043236 Bailed through Nati W Notary Assn Requirements for Variance Applications City of Sanford, Florida Under no circumstance shall the provisions of this section be construed to mean that any provisions, requirements and/or regulations contained within the Land Development Regulations can be waived or reduced which may reasonably be complied with by the applicant. 1. Completed application form - All blanks are to be filled in by applicant, including the tax parcel number and a printout from the Seminole County Property Appraisers Office. 2. Written Explanation/Justification - In granting avariance, the Planning and Zoning Commission or the Administrative Official must make specific affirmative findings respecting each of the matters specified below and may prescribe appropriate conditions and safeguards, including requirements in excess of those otherwise required by the Land Development Regulations which shall become a part of the terms under which a Site Development Permit and Certificate of Completion shall be issued. Appropriate conditions may be prescribed to ensure that the purposes of these regulations are carried out and to ensure that the variance granted is the minimum necessary to allow reasonable use of the land, structures and improvements. It shall be the burden of the applicant to prove compliance with said standards. In writing, explain how and why your request meets the City Is standards below: Article V, Section 5.1 B. Standards for Consideration for Variances Before any variance may be granted, the Planning and Zoning Commission or Administrative Official shall find that the variance would relieve a practical difficulty or undue hardship caused by a strict application of the regulations provided that the variance is occasioned by: 1. Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. 2. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. CC.,9l e tti 0z"%o% /? v 3. `j reepecial /n rtions and circumstances do not result from the actions of the applicant. f .c •- 4. Granting the variance will not c6nfer on the applican/any special privilege that is denied by t h1e-lJand development regulations to other lands, structures or buildings in the same district. 5. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or L structure. Z 6. The granting of the variance will be in harmony with the eneral purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. of P e eXiS;' j 3. Site Survey - All applications requesting a reduction in required dimensions shall be accompanied by a survey of the parcel prepared by a surveyor registered in the State of Florida. 4. Application fee - Payable to the City of Sanford SCPA Parcel View: 25-19-30-5AG-060A-0030 Page 1 of 2 Property Record Card oaWil Mmson, cra Parcel: 25-19-30-5AG-060A-0030 IJAPPMR Owner: TERWILLIGER ROGER 0 AhNIY R.()ri1DA Property Address: 416 E 5TH ST SANFORD, FL 32771 Parcel Information Parcel 25-19-30-5AG-060A-0030 Owner TERWILLIGER ROGER O Property Address 416 E 5TH ST SANFORD, FL 32771 Mailing 12132 PEPPERDINE PL ORLANDO, FL 32826 Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 5 4 2 1 Seminole County GIS Land Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market I Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 5,740 5,740 Land Value Ag Just/Market Value " 5,740 5,740 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj Assessed Value 5,740 5,740 Tax Amount without SOH: $115.07 2016 Tax Bill Amount $115.07 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Method Frontage Depth Units Units Price Land Value FRONT FOOT 8 DEPTH 40.00 76.00 0 175.00 5,740 Building Information Permits http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=2519305AG06OA0030 7/12/2017 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & e 77- '1 Landscaping in Right-of-way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whasbelow. size and location of the existing right-of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 41144 5 . 5 h 2. Proposed Activity: Xriveway Walkway Other: 3. Schedule of Work: Start Date P Completion Date Emergency Repairs 4. Brief Description of Work: This application is submitted by: SigpertynaturePrint Name: 'r Address: L_J%4 L, !}h 5 Phone: gp 7- 5? qy - &'16 Fax: Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I haver d understand th ve statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.6^ 88_5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Official Use Only Fee: Date: Date: Date: Date: 1 d r- Z 4- ` Date: Special Permit Conditions: November 2015 ROW Use Driveway.pdf R FCOR D COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: TERWILLIGER Builder Name: ROGER TERWILLIGER BU1 iy Street: 416 E 5TH ST Permit Office: Permit Number: 1# 17 - 2 S. C gMFORCity, State, Zip: SANFORD , FL, 32771 10 2 0Owner: ROGER TERWILLIGER Jurisdiction: 6q15 qDesignLocation: FL, Sanford County:: SEMINOLE (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1116.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Steel, Exterior R=14.0 1116.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 10. Ceiling Types (612.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=19.0 6.12.00 ft2 6. Conditioned floor area above grade (ft2) 612 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(126.6 sqft.) Description Area a. Sup: Main, Ret: Main, AH: Main 6 50 a. U-Factor: Tpl, U=1.07 126.55 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 10.4 SEER:14.00 SHGC: c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 13.1 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.334 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Natural Gas Tankless Cap: 1 gallons 8. Floor Types (612.0 sqft.) Insulation Area EF: 0.800 a. Slab -On -Grade Edge Insulation R=0.0 612.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.207 Total Proposed Modified Loads: 26.99 PASS Total Baseline Loads: 27.89 1 hereby certify that the plans and specifications covered by Review of the plans and 114E ST,17 this calculation are in compliance with the Florida Energy Zams Code. Adrienne Gould- r 0 specifications covered by this calculation indicates compliance Florida Energy Code. w,C? a.,c s` Choquette w with the PREPARED BY: Before construction is completed t - DATE: 2017.1 1.08 1 001 05-10:43:07 L Q-a 0, F yOyR?y+..- this building will be inspected for compliance with Section 553.908 1 i I hereby certify that this building, as designed, is in com,'pliance Florida Statutes. with the Florida Energy Code.Qb WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: t t- L''t '' -7 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 11/8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: TERWILLIGER User ROGER TERWILLIGER 1 ROGER TERWILLIGER Single-family New (From Plans) Bedrooms: 1 Conditioned Area: 612 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 416 E 5TH ST County: SEMINOLE City, State, Zip: SANFORD , FL , 32771 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block1 612 4896 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 612 4896 Yes 2 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 131 ft 0 612 ft2 1 0 0 ROOF V # Roof Gable Roof Type Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Flat Gravel 614 ft2 26 ft2 White 0.3 No 0.9 No 19 4.8 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 No attic Unvented 0 612 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Unvented) Main 0 Blown 612 f12 0.11 Wood 11/8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Belo wOrntToWallTypeSpace 1 S Exterior Frame - Steel Main 14 8 9 72.0 ft2 0.23 0.5 0 2 W Exterior Frame - Steel Main 14 46 9 414.0 ft2 0.23 0.5 0 3 S Exterior Frame - Steel Main 14 8 9 72.0 ft2 0.23 0.5 0 4 N Exterior Frame - Steel Main 14 16 9 144.0 ft2 0.23 0.5 0 5 E Exterior Frame - Steel Main 14 46 9 414.0 ft2 0.23 0.5 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Wood Main None .2 1 1 1 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Triple (Clear) Yes 1.07 0.3 8.2 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 2 W 2 Vinyl Triple (Clear) Yes 1.07 0.3 41.2 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 3 S 3 Vinyl Triple (Clear) Yes 1.07 0.3 8.2 ft2 6 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 4 S 3 Vinyl Triple (Clear) Yes 1.07 0.3 19.9 ft2 6 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 5 N 4 Vinyl Triple (Clear) Yes 1.07 0.3 6.3 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 6 N 4 Vinyl Triple (Clear) Yes 1.07 0.3 19.9 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 7 E 5 Vinyl Triple (Clear) Yes 1.07 0.3 16.5 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 8 E 5 Vinyl Triple (Clear) Yes 1.07 0.3 6.3 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000254 408 22.4 42.12 1855 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 13.12 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 10.42 kBtu/hr 300 cfm 0.75 1 sys#1 11 /8/2017 10:41 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 t-UKIVI K4U5-LU 14 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.8 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ftZ DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Main 6 50 ft' Main 30.6 ft' Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [[ ]] Jan ]] Feb Mar X] Apr May n Jul Ma Jun Jul Jun ri AuAugri X Sep X Oct ct Nov Nov Dec Dec Heating [X] Jan Feb Mar Venting [[ ]] Jan [[ ]] Feb Marki 1 lX1l1 Apr I May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours 10 11 12 Schedule Type 1 2 3 4 5 6 7 8 9 Cooling ( WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 PM 80 80 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 68 68 68 Heating ( WEH) AM 66 66 68 66 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 PM 68 11/ 8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Steel, Exterior R=14.0 1116.00 ftZ b. N/A R= ftZ 3. Number of units, if multiple family 1 c. N/A R= ftZ 4. Number of Bedrooms 1 d. N/A R= ftZ 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=19.0 612.00 ftZ 6. Conditioned floor area (ftZ) 612 b. N/A R= ftZ c. N/A R= ftZ 7. Windows" Description Area 11. Ducts R ftZ a. U-Factor: Tpl, U=1.07 126.55 ftZ a. Sup: Main, Ret: Main, AH: Main 6 50 SHGC: SHGC=0.30 b. U-Factor: N/A ftZ SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftZ a. Central Unit 10.4 SEER:14.00 SHGC: d. U-Factor: N/A ftZ 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 13.1 HSPF:8.20 Area Weighted Average Overhang Depth: 1.334 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a. Slab -On -Grade Edge Insulation R=0.0 612.00 ftZ a. Natural Gas EF: 0.8 b. N/A R= ftZ b. Conservation features c. N/A R= ftZ None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 14E S r6 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 11/8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 416 E 5TH ST Permit Number: SANFORD , FL, 32771 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakagelNndows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (2513a) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11/8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4A Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 '/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 11/8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 11/8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: TERWILLIGER Builder Name: ROGER TERWILLIGER Street: 416 E 5TH ST Permit Office: City, State, Zip: SANFORD , FL, 32771 Permit Number: Owner: ROGER TERWILLIGER Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11/8/2017 10:41 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Hage 1 of I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: TERWILLIGER Builder Name: ROGER TERWILLIGER Street: 416 E 5TH ST Permit Office: City, State, Zip: SANFORD , FL, 32771 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 612 sq.ft. Cond. Volume: 4896 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: c;.,.,i KA1C Dnint Tee+ nntn HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics CFM( 50): ELA: EgLA: ACH: ACH( 50): SLA: R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in ClimateZones1and2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w. g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shallbesignedbythepartyconductingthetestandprovidedtothecodeofficial. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Cob' E fig. 11/ 8/2017 10:42 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 RECORD COPY L O T 2 CHAPMAN & TUCKER'S ADDITION PLAT BOOK 1, PG 24 S,89°44'00'E, 40,00' x x 2255 ( ( 22.18 LT 3a i 23.6 NOTES ti A/C 1. BEARINGS BASED ON THE 53• S. LINE OF LOT 3 E AS 8.00, PATIO W BEING S.89'4842 "W. (ASSUMED). 2. UNDERGROUND IMPROVE- 8.00' N MENTS NOT LOCATED. p PROPOSED RESIDENCE J. SUBJECT TO EASEMENTSp J ADDRESS, (-i ~ AND RESTRICTIONS OF 3 416 E. 5TH p RECORD. STREET J 4. SUBJECT PROPERTY LIESF.F.E.= " N M 24.3o b IN ZONE X PER FLOOD INSURANCE RATE MAP Op 8.00' PANEL # 12127CO6050H, Z PORCH DATED 211912014, AND LIES OUTSIDE THE 500- 0 ; YEAR FLOOD PLAIN. 8.00, 5. DATE OF FIELD SURVEY. 22.49 v ^ 5.3 22.78 912811 Z 22.49 v .. 22.78 1J A 1 D 3 j -CO WN x CONC 40,00' ) IoS,89'48'42'W W~ Ia EDGE OF PAVEMENT v 22.19 : 22.18 V m®s— cm® ®tea® ®®®gym CENTERLINE OF 66' PLATTED R/W 150,07' FOUND 4' ROUND MONUMENT IN WELL BOX zc) ,j n4vm— An II A LEGEND j { pp tt CC 4CONC = CONCRETE 0m, sV6J CT TD VlriaglCt yoVCLl d- eohjifiW = RIGHT -OF - WAY Oh 4 L4 AL J Ca 2 W---t YPC POINT Y CURVATURE L ' s P) = PLAT M) = MEASURED PLOT PLAN • = FOUND 518" IRON ROD 1220 MUMMY SUMEY 22. 78 = PROPOSED GRADE DESCRIPTION: LOT 3, BLOCK 6, TIER A, E. R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, AS RECORDED IN PLAT BOOK 1, PAGES 56-64, PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA CERTIFIED TO ROGER TERWILLIGER HEREBY CERTIFY - THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. THOMAS J. MCMAHON FL REG LAND SURVEYOR 1488 DA TE.• 9128117 SCALE: 1 " = 20' JOB N0. 416FIFTH MCMAHON SURVEYING AND MAPPING, LLC 245 SAN MARCOS AVENUE SANFORD, FL, 32771 PHONE 407-328- 7201 7 Gas Plugnbing per ICE Inc. 590 W. Main Street - Lake Helen, FI 32744 Office: (386) 774-8244 Fax: (386) 775-1749 STATE LICENSE# : CF-CO57948 LP LICENSE # : LP-17000 PERMIT # : DATE: BUILDER: ADDRESS : 41U MODEL # : GAS TYPE.: htkturc& , DELIVERY PRESSURE: , PIPE TYPE :SST /GALVANIZED LONGEST RUN : 104 FURNACE: RANGE: WATER HEATER: iUb DRYER FIREPLACE: GRILL: SPA/POOL HEATER OTHER: r TOTAL LOAD: ILIuk- SIZING TABLE USED: 1 3-4 Luc pe 119 n CL\(\ S c O C 0 o C tV S RECORD COPY DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION 0LD/Nc REPORT HOLDER: SANFORD ICYNENE, INC.- 6747 CAMPOBELLO ROAD # 2 1 2 MISSISSAUGA, ONTARIO L5N 211-7 CANADA EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND CLASSIC PLUS CC _ !CC ICC t FS c PMG LISTED Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPC) Award in Excellence" A Subsidiary of coffcouocii ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not scaC"Is "d specifically addressed, nor are they to be construed as an endorsement of the subject of the report or tGOrecommendationforitsuse. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any_frnding or other matter in this report, or as to any product covered by the report. * ccrtnsccH , om Copyright ° 2016 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR-1826 Reissued February 2016 This report is subject to renewal February 2018. wwwkc-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: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 21_7 CANADA 905) 3634040 www.icvnene.com EVALUATION SUBJECT: ICYNENE CLASSIC, CLASSIC MAX, CLASSIC ECO AND CLASSIC PLUS 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: 2012 and 2009 International Building Codee (IBC) 2012 and 2009 International Residential Code® (IRC) 2012 and 2009 International Energy Conservation Code® (IECC) 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Other Codes (see Section 8.0) Properties evaluated: Surface burning characteristics s Physical properties Thermal performance (R-values) Attic and crawl space installation Fire resistance Air permeability Noncombustible construction 1.2 Evaluation to the following green standard: 2008 ICC 700 National Green Building Standard TM (ICC 700-2008) Attributes verified: See Section 2.0 2.0 USES Icynene Classic, Classic Max, Classic Eco and Classic Plus are used to provide thermal insulation in buildings and to seal areas such as plumbing and conduit penetrations against air infiltration. The insulations are for use in wall cavities and floor assemblies; and in attic and crawl space installations as described in Section 4.4. The Classic, Classic Max and Classic Eco insulations are for use in Type V construction under the IBC and dwellings under the IRC; fire -resistance -rated construction when installed in accordance with Section 4.5; and in Types I through IV construction when installed in accordance with Section 4.6. The Classic Plus insulation are for use in Type V-B construction under the IBC and nonfire-resistance-rated construction under the IRC. The attributes of the insulations have been verified as conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.0 DESCRIPTION 3.1 General: 3.1.1 Classic and Classic Max: Icynene Classic and Classic Max are low -density, open -cell, polyurethane foam plastic insulations and air barrier systems that are 100 percent water -blown with an installed nominal density of 0.5 pcf (8 kg/m3). The insulations are two - component, spray -applied products. The two components of the insulation are polymeric isocyanate (A -Component, also known as Base Seale) and proprietary resin B-Component, Classic or Classic Max Resin). When stored at temperatures between 50°F (10°C) and 100°F 38°C), the components have a shelf life of six months. 3.1.2 Classic Eco: The Icynene Classic Eco foam plastic insulation is two -component, low -density, open cell, spray - applied, foam plastic with a nominal density of 0.5 pcf (8 kg/m3). The polyurethane foam is produced by combining a polymeric isocyanate (A component) and proprietary resin, Classic Eco (B component). When stored at temperatures between 50°F (10°C) and 100°F (38°C), the components have a shelf life of six months. CC -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 /CC Evaluation Service, LLC, express or implied, as to anyfinding or other matter in this report, or as to any product covered by the report. Copyright © 2016 ICC Evaluation Service, LLC. All rights reserved. ffli iaK cwxY Page 1 of 8 ESR-1826 I Most Widely Accepted and Trusted Page 2 of 8 3.1.3 Classic Plus: The Icynene Classic Plus foam plastic insulation is two -component, low density, open cell, spray -applied, foam plastic with a nominal density of 0.7 pcf (11 kg/m3). The polyurethane foam is produced by combining a polymeric isocyanate (A component) and proprietary resin, Classic Plus (B component). When stored at temperatures between 50°F (10°C) and 100°F 38°C), the components have a shelf life of twelve months. 3.2 Surface Burning Characteristics: 3.2.1 Classic and Classic Max: When tested in accordance with ASTM E84/UL 723, at a thickness of 6 inches (152 mm) and a nominal density of 0.5 pcf 8 kg/m), Icynene Classic and Classic Max have a flame spread index of 25 or less and a smoke -developed index of 450 or less. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 111/2 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when covered with minimum 1/2-inch-thick (13 mm) gypsum board or an equivalent thermal barrier complying with the applicable code. Greater thicknesses of insulation are recognized as described in Section 4.4.1.2.1. 3.2.2 Classic Eco: When tested in accordance with ASTM E84/UL 723, at a thickness of 6 inches (152 mm) and a nominal density of 0.5 pcf (8 kg/m3), Icynene Classic Eco has a flame spread index of 25 or less and a smoke - developed index of 450 or less. Greater than 6-inch 152 mm) thicknesses of insulation are recognized, based on the flame spread index of 25 or less, when the insulation is covered with minimum '/z-inch-thick (13 mm) gypsum wallboard or equivalent thermal barrier complying with the applicable code. 3.2.3 Classic Plus: When tested in accordance with ASTM E84/UL 723, at a thickness of 4 inches (152 mm) and a nominal density of 0.7 pcf (11 kg/m), Icynene Classic Plus has a flame spread index of 25 or less and a smoke -developed index of 450 or less. Greater than 4-inch (102 mm) thicknesses of insulation are recognized, based on the flame spread index of 25 or less, when the insulation is covered with minimum '/z-inch-thick (13 mm) gypsum wallboard or equivalent thermal barrier complying with the applicable code. 3.3 Thermal Resistance: Icynene Classic, Classic Max, Classic Eco and Classic Plus have thermal resistance (R-values) at a mean temperature of 75°F (24°C) as shown in Table 1. 3.4 Air Permeability: Icynene spray -applied foam plastic insulations are considered air -impermeable insulation in accordance with 2012 IRC Sections R202 and R806.5 and 2009 IRC Sections R202 and R806.4, at the following thicknesses: Classic and Classic Max: Minimum, 3 inches (76 mm) based on testing in accordance with ASTM E2178. Classic Eco: Minimum, 51/2 inches (140 mm) based on testing in accordance with ASTM E283. s Classic Plus: Minimum, 2 inches (51 mm) based on testing in accordance with ASTM E2178. 3.5 Intumescent Coatings: 3.5.1 No Burn Plus XD: No Burn Plus XD intumescent coating is a latex -based coating supplied in 1-gallon (4L) and 5-gallon (19L) pails and 55-gallon (208 L) drums. The coating material has a shelf life of 12 months when stored in factory -sealed containers at temperatures between 40oF 4.4°C) and 90oF (32.2°C). 3.5.2 DC 315: DC 315 intumescent coating is a water - based coating supplied in 5-gallon (19L) pails and 55-gallon (208L) drums. The coating material has a shelf life of 24 months when stored in factory -sealed containers at temperatures between 41OF (5°C) and 95°F (35°C). 4.0 INSTALLATION 4.1 General: The manufacturer's published installation instructions and this report must be strictly adhered to and a copy of these instructions and this evaluation report must be available on the jobsite at all times during installation. 4.2 Application: 4.2.1 General: Icynene Classic, Classic Max, Classic Eco and Classic Plus foam plastic insulations must be applied on the jobsite using two -component, 1-to-1 ratio, spray equipment specified by Icynene, Inc. The foam plastic must not be sprayed onto a substrate that is wet, or covered with frost or ice, loose scales, rust, oil or grease. The foam plastic insulation must not be used in electrical outlet or junction boxes or in contact with rain or water, and must be protected from the weather during and after application. Where the insulation is used as air - impermeable insulation, such as in unvented attic spaces regulated by IRC Section R806, the insulation must be installed at a minimum thicknesses noted in Section 3.4. The insulation can be installed in one pass to the maximum thickness. Where multiple passes are required, the cure time between passes is negligible. 4.2.2 Classic and Classic Max: The insulation must be used in areas where the maximum service temperature is no greater than 180°F (82°C). The insulation must be applied when the temperature is at or above 14°F (-10°C) and be protected from the weather during and after application. 4.2.3 Classic Eco: The insulation may be used in areas where the maximum service temperature is no greater than 180°F (82°C). The insulation must be applied when the temperature is at or above 14°F (-10°C) and be protected from the weather during and after application. 4.2.4 Classic Plus: The insulation may be used in areas where the maximum service temperature is no greater than 180°F (82°C). The insulation must be applied when the temperature is at or above 14°F (-10°C) and be protected from the weather during and after application. 4.3 Thermal Barrier: 4.3.1 Classic and Classic Max: 4.3.1.1 Application with a Prescriptive Thermal Barrier: Icynene Classic and Classic Max foam plastic insulations 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. 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 insulation and the interior of the building. Thicknesses of up to 71/2 inches (190.5 mm) for wall cavities and 111/2 inches (292 mm) for ceiling cavities are recognized based on room corner fire testing in accordance with NFPA 286, when covered. with minimum 1/2-inch-thick (13 mm) gypsum board or equivalent thermal barrier complying with the applicable code. ESR-1826 1 Most Widely Accepted and Trusted Page 3 of 8 4.3.1.2 Application without a Prescriptive Thermal Barrier or Ignition Barrier: The prescriptive 15-minute thermal barrier or ignition barrier may be omitted when installation is in accordance with this section. The insulation and coating may be spray -applied to the interior facing of walls, the underside or roof sheathing of roof rafters, and in crawl spaces, and may be left exposed as an interior finish without a prescribed 15-minute thermal barrier or ignition barrier. The thickness of the foam plastic applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 6 inches (152 mm). The foam plastic must be covered on all surfaces with DC 315 coating at a minimum thickness of 20 wet mils [13 dry mils (0.33 mm)], applied at a rate of 1.25 gallons (4.7 Q per 100 square feet (9.2 m2). The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. 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 in one coat with low-pressure airless spray equipment. 4.3.2 Classic Eco: 4.3.2.1 Application with a Prescriptive Thermal Barrier: Icynene Classic Eco polyurethane foam plastic insulation must be separated from the interior of the building by an approved thermal barrier of 1/2-inch-thick 13 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316.4, as applicable. 4.3.3 Classic Plus: 4.3.3.1 Application with a Prescriptive Thermal Barrier: Icynene Classic Plus polyurethane foam plastic insulation must be separated from the interior of the building by an approved thermal barrier of 1/2-inch-thick 13 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316.4, as applicable. 4.4 Attics and Crawl Spaces: 4.4.1 Classic and Classic Max: 4.4.1.1 Application with a Prescriptive Ignition Barrier: When Icynene Classic and Classic Max foam plastic insulations are installed within attics where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 and IRC Sections R316.5.3 and 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. The Classic or Classic Max insulation may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 3 inches 76 mm) in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 4.4.1.2 Application without a Prescriptive Ignition Barrier: Where Icynene Classic and Classic Max foam plastic insulations are installed in an attic or crawl space without a prescriptive ignition barrier, in accordance with Sections 4.4.1.2.1, 4.4.1.2.2, 4.4.1.2.3 and 4.4.1.2.4, the following conditions apply: 1. Entry to the attic or crawl space is only for service of utilities and no storage is permitted. 2. There are no interconnected attic, crawl space or basement areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. Combustion air is provided in accordance with IMC Section 701. 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when air -impermeable insulation is permitted in unvented attics in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 6. Under -floor (crawl space) ventilation is provided when required by IBC Section 1203.3 or IRC Section R408.1, as applicable. 4.4.1.2.1 Attics - Classic and Classic Max: In attics, Icynene Classic and Classic Max foam plastic insulations may be spray -applied to the underside of the roof sheathing and/or rafters, as described in this section. The thickness of the foam plastic applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 5.5 inches 140 mm). The insulation must be covered on all surfaces with one of the coatings described in Section 3.5. The coating must be applied over the insulation in accordance with the coating manufacturer's instructions and this report. 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 in one coat with low-pressure airless spray equipment. The coating must be applied to a thickness as follows: No Burn Plus XD at a minimum thickness of 6 wet mils 0.15 mm) [4 dry mils (0.1 mm) dry film thickness], applied at a rate of 0.4 gallon (1.5 Q per 100 square feet (9.2 m2). DC 315 at a minimum thickness of 4 wet mils (0.1 mm) 3 dry mils], applied at a rate of 0.3 gallon (1.1 Q per 100 square feet (9.2 m2). The coatings must be applied when ambient and substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must be protected against damage from the coating. The insulation may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 3.5 inches (89 mm) as described in this section in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 4.4.1.2.2 Attics -Classic Max: When Classic Max is applied in unvented attics conforming to 2012 IRC Section R806.5 or 2009 IRC Section R806.4, the insulation may be applied to the underside of roof sheathing and/or rafters to a minimum thickness of 31/2 inches (90 mm) and may be applied to vertical wall surfaces to a minimum thickness of 31/2 inches (90 mm). Maximum thickness on the underside of roof sheathing or on vertical wall surfaces is 20 inches 508 mm). The insulation may be left exposed to the attic without a prescriptive ignition barrier or an intumescent coating. The attic must have attic access complying with IRC Section R807, horizontally placed in the floor, and opening outward toward the living space. Items penetrating the roof deck or walls, such as skylight wells and vents, must be covered with a minimum of 31/2 inches (90 mm) of the Classic Max insulation. . 4.4.1.2.3 Crawl Spaces: In crawl spaces, Icynene ESR-1826 1 Most Widely Accepted and Trusted Page 4 of 8 Classic and Classic Max insulations may be spray -applied to vertical walls and the underside of floors, as described in this section. The thickness of the foam plastic applied to the underside of the floors must not exceed 14 inches 356 mm). The thickness of the spray foam plastic insulation applied to vertical wall surfaces must not exceed 31/2 inches (88.9 mm). The foam plastic does not require an ignition barrier or a coating. 4.4.1.2.4 Use on Attic Floors: When used on attic floors, Icynene Classic and Classic Max foam plastic insulations may be installed at a maximum thickness of 111/2 inches 292 mm) between joists in attic floors. The insulation must be separated from the interior of the building by an approved thermal barrier. The coatings specified in Section 4.4.1.2.1 and the ignition barrier in accordance with IBC Section 2603.4.1.6 and IRC Section R316.5.3, may be omitted. 4.4.2 Classic Eco: 4.4.2.1 Application with a Prescriptive Ignition Barrier: When Icynene Classic Eco is 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 and IRC Sections R316.5.3 and 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. Icynene Classic Eco may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 5.5 inches (140 mm) in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 4.4.2.2 Application without a Prescriptive Ignition Barrier: Where Icynene Classic Eco insulation is installed in accordance with Sections 4.4.2.2.1, 4.4.2.2.2 and 4.4.2.2.3, the following conditions apply: 1. Entry to the attic or crawl space is to service utilities, and no storage is permitted. 2. There are no interconnected attic or crawl space areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. Combustion air is provided in accordance with IMC Section 701. 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when air -impermeable insulation is permitted in unvented attics in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 6. Under -floor (crawl space) ventilation is provided when required by IBC Section 1203.3 or IRC Section R408.1, as applicable. 4.4.2.2.1 Attics and Crawl Spaces: In attics and crawl spaces, Icynene Classic Eco insulation may be spray - applied to the underside of the roof sheathing and/or rafters, the underside of wood floors, and vertical surfaces, as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 131/2 inches (343 mm). The thickness of the spray foam plastic insulation applied to vertical wall surfaces must not exceed 51/2 inches (140 mm). The foam plastic must be covered on all surfaces with one of the coatings described in Section 3.5. The coating must be applied over the Icynene Classic Eco insulation in accordance with the coating manufacturer's instructions and this report. 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 in one coat with low-pressure airless spray equipment. The coating must be applied to a thickness as follows: No Burn Plus XD at a minimum thickness of 10 wet mils 0.3 mm) [6 dry mils (0.2 mm)], applied at a rate of 0.63 gallon (2.4 L) per 100 square feet (9.2 m2) DC 315 at a minimum thickness of 8 wet mils (0.2 mm) 6 dry mils (0.2 mm)], applied at a rate of 0.5 gallon 1.9 L) per 100 square feet (9.2 m2) The coating must be applied when ambient and substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must be protected against damage from the coating. Icynene Classic Eco insulation may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 51/2 inches (140 mm) as described in this section, in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 4.4.2.2.2 Crawl Spaces: In crawl spaces, Icynene Classic Eco insulation may be spray -applied to vertical walls and the underside of floors, as described in this section. The thickness of the foam plastic applied to the underside of the floors must not exceed 14 inches 356 mm). The thickness of the spray foam plastic insulation applied to vertical wall surfaces must not exceed 31/2 inches (88.9 mm). The foam plastic does not require an ignition barrier or a coating. 4.4.2.2.3 Use on Attic Floors: Icynene Classic Eco insulation may be installed at a maximum thickness of 51/2 inches (152 mm) between joists in attic floors when covered with one of the coatings applied as described in Section 4.4.2.2.1. The insulation must be separated from the interior of the building by an approved thermal barrier. 4.4.3 Classic Plus: 4.4.3.1 Application with a Prescriptive Ignition Barrier: When Icynene Classic Plus is installed up to a maximum thickness of 4 inches (102 mm) 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 and IRC Sections R316.5.3 and 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. Icynene Classic Plus may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 4.4.3.2 Application without a Prescriptive Ignition Barrier: Where Icynene Classic Plus insulation is installed in accordance with Sections 4.4.3.2.1, 4.4.3.2.2, and 4.4.3.2.3, the following conditions apply: 1. Entry to the attic or crawl space is to service utilities, and no storage is permitted. 2. There are no interconnected attic or crawl space areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. Combustion air is provided in accordance with IMC Section 701. ESR-1826 I Most Widely Accepted and Trusted Page 5 of 8 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when air -impermeable insulation is permitted in unvented attics in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 6. Under -floor (crawl space) ventilation is provided when required by IBC Section 1203.3 or IRC Section R408.1, as applicable. 4.4.3.2.1 Attics: In attics, Icynene Classic Plus insulation may be spray -applied to the underside of the roof sheathing and/or rafters, the underside of wood floors, and vertical surfaces, as described in this section. The thickness of the foam plastic applied to the underside of the top of the space must not exceed 14 inches (356 mm). The thickness of the spray foam plastic insulation applied to vertical wall surfaces must not exceed 8 inches 203 mm). The foam plastic insulation must be covered on all exposed surfaces with DC315 intumescent coating at a minimum thickness of 4 wet mils (0.1 mm) [3 dry mils 0.08 mm)], applied at a rate of 0.25 gallon (0.95 L) per 100 square feet (9.2 m2). The coating must be applied over the Icynene Classic Plus insulation in accordance with the coating manufacturer's instructions and this report. 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 in one coat with low-pressure airless spray equipment. The coating must be applied when ambient and substrate temperature is at least 60°F (16°C) and no more than 95°F (35°C). All other surfaces (including glass) must be protected against damage from the coating. Icynene Classic Plus insulation may be installed in unvented attics when the foam plastic is applied at a minimum thickness of 2 inches (51 mm) as described in this section, in accordance with 2012 IRC Section R806.5 or 2009 IRC Section R806.4, as applicable. 4.4.3.2.2 Crawl Spaces: In crawl spaces, Icynene Classic Plus insulation may be spray -applied to vertical walls and the underside of floors, as described in this section. The thickness of the foam plastic applied to the underside of the floors must not exceed 14 inches 356 mm). The thickness of the spray foam plastic insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The insulation must be covered with DC-315 coating is described in Section 4.4.3.2.1. 4.4.3.2.3 Use on Attic Floors: Icynene Classic Plus insulation may be installed at a maximum thickness of 13 inches (330 mm) between joists in attic floors. The insulation must be separated from the interior of the building by an approved thermal barrier. The insulation does not require an ignition barrier or a coating. 4.5 One -hour Fire -resistance -rated Assemblies: 4.5.1 Classic and Classic Max: 4.5.1.1 Assembly 1 (Limited Load -bearing Wood Stud Wall): Minimum nominally 2-by-4 (11/2 by 31/2 inches 38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade studs spaced 16 inches (406 mm) on center with a base layer Of (12.7 mm) wood fiber sound board installed horizontally on each face with vertical joints located over the studs, attached with 6d box nails, 2 inches 51 mm) long and spaced 24 inches (610 mm) on center along the studs, and a second layer of 5/8-inch-thick 15.9 mm) Type X gypsum wallboard installed vertically on each face, attached with 8d box nails, 21/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs. The stud cavity contains Icynene Classic or Classic Max insulation nominally 2 inches (51 mm) thick. Axial loads applied to the wall assembly must be limited to the least of the following: 1,805 pounds (8029 N) per stud. Design stress of 0.78 F'c. Design stress of 0.78 F'c at a maximum le/d of 33. 4.5.1.2 Assembly 2 (Limited Load -bearing Wood Stud Wall): Minimum nominally 2-by-4 [11/2 by 31/2 inches 38 mm by 89 mm)] southern pine (G = 0.55), No. 2 grade studs spaced 16 inches (406 mm) on center with two layers of 1/2-inch-thick (12.7 mm) Type X gypsum wallboard installed vertically with joints staggered on each face, attached with 8d box nails, 21/2 inches (64 mm) long and spaced 7 inches (178 mm) on center along the studs for the face layer and 6d cement coated box nails, 2 inches 51 mm) long and spaced 24 inches (610 mm) on center along the studs. The stud cavity contains Icynene Classic or Classic Max insulation nominally 2 inches (51 mm) thick. Axial loads applied to the wall assembly must be limited to the least of the following: 1,805 pounds (8029 N) per stud. Design stress of 0.78 F'c. Design stress of 0.78 F'c at a maximum le/d of 33. 4.5.1.3 Assembly, 3 (Floor/Ceiling): Minimum nominally 2-by-10 [11/2 by 9 /4 inches (38 mm by 235 mm)] Douglas fir, No. 2 grade wood joists spaced 24 inches (610 mm) on center, with minimum 1-by-3 [ 3/4 by 21/2 inches (19.1 by 64 mm)] spruce bridging at mid -span. Floor decking must be minimum 1/2-inch-thick (12.7 mm) exterior grade plywood installed perpendicular to joists and fastened with 2-inch-long (51 mm) ring shank nails 6 inches (152 mm) on center at the joints and 12 inches (305 mm) on center at the intermediate joists. Plywood joints must occur over joists. Icynene Classic or Classic Max insulation must be applied to the underside of the plywood deck between the joists to a depth of 5 inches (127 mm). Two layers of minimum 5/8-inch-thick (15.9 mm), Type X gypsum wallboard must be attached perpendicular to the joists on the ceiling side of the assembly. The first layer must be attached with 11/4-inch-long (32 mm), Type W drywall screws, spaced 24 inches (610 mm) on center. The second layer must be applied perpendicular to the joists, offset 24 inches (610 mm) from the base layer. The second layer must be attached with 2-inch-long (51 mm), Type S drywall screws spaced 12 inches (305 mm) on center. Additional fasteners must be installed along the butt joints of the second layer, securing the two layers together. These fasteners must be 11/2-inch-long (38 mm), Type G drywall screws placed 2 inches (51 mm) back from each end of the butt joint and spaced 12 inches (305 mm) on center. The wallboard joints on the exposed side must be treated with paper tape embedded in joint compound and topped with an added coat of compound, and the fastener heads must be coated with joint compound in accordance with ASTM C840 or GA-216. 4.5.1.4 Assembly 4 (Non-loadbearing Steel Stud Wall): Nominally 6-inch-deep (152.4 mm), No. 18 gage, galvanized steel studs spaced 16 inches (406.4 mm) on center, are friction -fit into No. 18 gage galvanized steel floor and ceiling track with a layer of 5/8-inch-thick 15.9 mm),Type X gypsum board applied to the interior side with the long edge parallel to steel studs and secured using No. 6, 11/4-inch-long (31.7 mm), self- drilling drywall screws spaced 8 inches (203 mm) on center around the ESR-1826 j Most Widely Accepted and Trusted Page 6 of 8 perimeter and 12 inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. The stud cavity is filled with Icynene Classic or Classic Max insulation up to 6 inches (152 mm) thick. DensGlass® Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed parallel to steel studs with vertical joints offset a minimum of 16 inches (406 mm) from the vertical joints of the gypsum board and the horizontal joints offset a minimum of 24 inches (610 mm) from the horizontal joints of the gypsum board. The sheathing is attached using No. 6, 1 /4-inch-long (31.7 mm), self -drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and in the field. Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) long by 11/2-inches (38 mm) wide, are spaced 16 inches (406.4 mm) on center vertically on each steel stud, and secured, using two 15/8-inch-long (41.3 mm) self -drilling screws, through 4-inch (102 mm) red clay brick 31/2 inches (88.9 mm) by 2114 inches (57.1 mm) by 73/4 inches (197 mm)] laid in a running bond pattern with Type S mortar, leaving a nominally 1-inch (25.4 mm) air gap between the brick and the exterior sheathing. Optional: It is permitted to add code -complying, expanded polystyrene (EPS), extruded polystyrene (XPS), foil -faced, rigid polyurethane board stock or polyurethane spray foam on the exterior of the wall (between the DensGlass® sheathed wall and the brick), while maintaining the 1-inch (25.4 mm) air space. The length of the brick ties must be increased to account for the thickness of the insulation. 4.5.2 Classic Eco (Non-loadbearing Steel Stud Wall): Nominally 6-inch-deep (152 mm) deep, No. 18 gage, galvanized steel studs spaced 16 inches (406 mm) on center, are friction -fit into No. 18 gage galvanized steel floor and ceiling track with a layer of 5/8-inch-thick 15.9 mm), Type X gypsum board installed to the interior side with the long edge parallel to steel studs and secured using No. 6, 11/4-inch-long (31.7 mm), self -drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and 12 inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints, with a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. The stud cavity is filled with Icynene Classic Eco insulation up to 6 inches (152 mm) thick. DensGlass® Exterior Sheathing, 1/2 inch (12.7 mm) thick, is installed parallel to steel studs with vertical joints offset a minimum of 16 inches (406 mm) from the vertical joints of the gypsum board and the horizontal joints offset a minimum of 24 inches (610 mm) from the horizontal joints of the gypsum board. The sheathing is attached using No. 6, 11/4-inch-long 31.7 mm), self -drilling drywall screws spaced 8 inches 203 mm) on center around the perimeter and in the field. Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) long by 11/2 inches (38 mm) wide and spaced 16 inches 406 mm) on center vertically on each steel stud, are secured, using two 15/8-inch-long (41.3 mm) self -drilling screws, through 4-inch (102 mm) red clay brick [31/2 inches 88.9 mm) by 21/4 inches (57.1 mm) by 73/4 inches 197 mm)] laid in a running bond pattern with Type S mortar. A nominally 1-inch (25.4 mm) air gap is left between the brick and the exterior sheathing. Optional: It is permitted to add code -complying EPS, XPS, foil -faced, rigid polyurethane board stock or polyurethane spray foam on the exterior of the wall between the DensGlass sheathed wall and the brick), while maintaining the 1-inch (25.4 mm) air space. The length of the brick ties must be increased to account for the thickness of the insulation. 4.6 Exterior Walls in Type I, II, III and IV Construction: 4.6.1 General: When used on exterior walls of Types I, II, III or IV construction, the assembly must comply with IBC Section 2603.5 and this section, and the Classic, Classic Max and Classic Eco insulations must be installed at a maximum thickness of 6 inches (152 mm). The potential heat of Icynene insulations tested in accordance with NFPA 259 is as follows: Classic and Classic Max: 494 Btu/ft2 (5.6 MJ/m2) per inch of thickness Classic Eco: 168 Btu/ft2 (1.9 MJ/m2) per inch of thickness. 4.6.2 Exterior Face: Nominally 6-inch-deep (152 mm), No. 18 gage, galvanized steel studs spaced 16 inches 406 mm) on center, are fastened to No. 18 gage, alvanized steel floor and ceiling track using No. 8, 8-inch-long (22.2 mm), self -tapping pan head framing screws. GP DensGlass® Exterior Sheathing, 1/2 inch 12.7 mm) thick, is installed over the exterior side of steel studs with the long end perpendicular to the steel studs, using No. 6, Type S, 11/4-inch (31.7 mm) long, self -tapping bugle head screws spaced 8 inches (203 mm) on center around the perimeter and in the field. The stud cavity is filled with Icynene Classic, Classic Max or Classic Eco insulation to a nominal thickness of 6 inches (152 mm). 4.6.3 Interior Face: Type X gypsum board, 5/8 inches 15.9 mm) thick, is installed with the long dimension perpendicular to steel studs with No. 6, Type S, 11/4 inch - long (31.7 mm), self -tapping, bugle head screws spaced 8 inches (203 mm) on center around the perimeter and in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints, and a minimum 2-inch-wide (51 mm) paper, plastic, or fiberglass tape embedded in the first layer of compound over butt joints of the gypsum board. 4.6.4 Exterior Wall 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 to the assembly described in this section does not negatively affect conformance of the assembly with the requirements of IBC Section 2603.5. 5.0 CONDITIONS OF USE The Icynene Classic, Classic Max, Classic Eco and Classic Plus spray -applied polyurethane foam plastic insulations described in this report comply with, or are suitable alternatives 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 ESR-1826 1 Most Widely Accepted and Trusted Page 7 of 8 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 as noted in this report. 5.4 Since the performance of Classic Max, when installed in unvented attics without a code -prescribed ignition barrier or an intumescent coating, is based on fire performance of an unvented attic, the installation must be approved by the code official as conforming with the provisions of Section 4.4.1.2.2 and Conditions 1 to 5 of Section 4.4.1.2. 6.5 When Classic Max insulation is installed under Section 4.4.1.2.2 of this report, a certificate must be placed in the attic stating that the foam plastic insulation has been installed in accordance with Conditions 1 to 5 of Section 4.4.1.2 and the terms of Section 4.4.1.2.2 of ESR-1826; any alterations to the attic or insulation must be consistent with those requirements. 5.6 The insulation must not exceed the thicknesses and densities noted in this report. 5.7 The insulation must be protected from the weather during and after application. 5.8 The insulation must be applied by licensed dealers and installers certified by Icynene, Inc. 5.9 Use of the insulation in areas where the probability of termite infestation is "very heavy" must be in accordance with IRC Section R318.4 or IBC Section 2603.8, as applicable. 6.10 Jobsite certification and labeling of the insulation must comply with IRC Sections N1101.4 and N1101.4.1 and IECC Sections 303.1.1 and 303.1.2, as applicable. 5.11 A vapor retarder must be installed in accordance with the applicable code. 5.121cynene Classic, Classic Max, Classic Eco and Classic Plus foam plastic insulations are manufactured in Mississauga, Ontario, Canada, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Spray -applied Foam Plastic Insulation AC377), dated November 2012 (editorially corrected April 2013). 6.2 Reports of tests in accordance with AC377 Appendix X [Classic and Classic Max (Section 4.4.1.2.1); Classic Eco (Section 4.4.2.2.1) and Classic Plus Sections 4.4.3.2.1 and 4.4.3.2.3)] and Appendix C Classic and Classic Max (Section 4.4.1.2.3); and Classic Eco (Section 4.4.2.2.2)]. 6.3 Test reports on air leakage rate in accordance with ASTM E283 (Classic Eco). 6.4 Test report on air leakage rate in accordance with ASTM E2178 (Classic, Classic Max and Classic Plus). 6.5 Reports of room corner fire testing in accordance with NFPA 286 (Classic, Classic Max, Classic Eco, and Classic Plus). 6.6 Test reports in accordance with ASTM E119 (Classic, Classic Max and Classic Eco). 6.7 Test report in accordance with NFPA 285, and related engineering analysis (Classic, Classic Max and Classic Eco). 6.8 Reports of tests in accordance with NFPA 259 Classic, Classic Max and Classic Eco). 6.9 Reports of fire tests in accordance with ASTM E970 Classic, Classic Max and Classic Plus). 6.10 For Classic Max, an engineering evaluation, including full-scale fire testing, small-scale testing and fire modeling (Section 4.4.1.2.2). 7.0 IDENTIFICATION All packages and containers of Classic, Classic Max, Classic Eco and Classic Plus insulations must be labeled with the Icynene, Inc., name and address; the product name; component designation (A or B); the flame spread index and the smoke -developed index; the shelf life expiration date; the name of the inspection body (ICC-ES); and the evaluation report number (ESR-1826). Intumescent coatings are identified with the manufacturer's name and address, the product trade name and use instructions. 8.0 OTHER CODES 8.1 Scope: In addition to the codes referenced in Section 1.0, the products recognized in this report were evaluated for compliance with the requirements of the following codes: 2006 International Building Code® (2006 IBC) 2006 International Residential Code® (2006 IRC) s 2006 International Energy Conservation Code® (2006 IECC) 8.2 Uses: The products comply with the above -mentioned codes as described in Sections 2.0 to 7.0 of this report, with the revisions noted below. Application with a Prescriptive Ignition Barrier: See Sections 4.4.1.1 (Classic and Classic Max) 4.4.2.1 Classic Eco) and 4.4.3.1 (Classic Plus), except attics must be vented in accordance with 2006 IBC Section 1203.2, and crawl space ventilation must be in accordance with 2006 IBC Section 1203.3, as applicable. Additionally, an ignition barrier must be installed in accordance with 2006 IRC Section R314.5.3 or R314.5.4, as applicable. Application without a Prescriptive Ignition Barrier: See Sections 4.4.1.2 (Classic and Classic Max), 4.4.2.2 Classic Eco) and 4.4.3.2 (Classic Plus), except attics must be vented in accordance with 2006 IBC Section 1203.2 or 2006 IRC Section R806, and crawl space ventilation must be in accordance with 2006 IBC Section 1203.3 or 2006 IRC Section R408, as applicable. Jobsite Certification and Labeling: See Section 5.10, except jobsite certification and labeling must comply with 2006 IECC Sections 102.1.1 and 102.1.11, as applicable. Protection Against Termites: See Section 5.9, except use of the insulation in areas where the probability of termite infestation is "very heavy' must be in accordance with 2006 IRC Section R320.5. ESR-1826 ( Most Widely Accepted and Trusted Page 8 of 8 TABLE 1—THERMAL RESISTANCE (R-VALUES) R-VALUE (°F•ft2•h/Btu) THICKNESS inches) Classic and Classic Max Classic Eco Classic Plus 1 3.7 3.7 4.0 2 7.4 7.4 8.0 3 11 11 12 3.5 13 13 14 4 14 14 16 5 18 18 20 5.5 20 20 22 6 22 22 24 7 25 25 28 7.5 27 27 30 8 29 29 32 9 32 32 36 9.5 34 34 38 10 36 36 40 11.5 41 41 42 13.5 49 54 14 50 1 50 1 56 For SI: 1 inch = 25.4 mm, 1°F•ft2•h/Btu = 0.176 110°K.m2AN. R-values are calculated based on tested K values at 1- and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. Florida Building Code Online ' ` Page 1 of 2 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method U GAF 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Robert Nieminen lindareith@trinityerd.com William Broussard 1 Campus Drive Parsippany, NJ 07054 800) 766-3411 TechnicaIQuestionsGAF@gaf.com Roofing Single Ply Roof Systems 7-2102 jILD/NG SANFORD O' ARTN F; 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 10/18/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5293 R26 COI 2017 01 COI Nieminen.odf Standard Year ASTM D6878 2008 FM 4470 1992 FM 4474 2004 TAS 114 2011 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquwVcULes7w... 10/11 /2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/17/2017 08/18/2017 08/23/2017 10/10/2017 FL # Model, Number or Name Description 5293.1 EverGuard TPO Single -Ply Roof Single -ply, thermoplastic polyolefin roofing systems Membrane Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FI 5293 R26 II 2017 08 FINAL Al ER GAF EG TPO FL5293-R26.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-502.5 Created by Independent Third Party: Yes Other: 1.) The design pressure noted in this application Evaluation Reports relates to one specific assembly in the ER Appendix. Refer to FL5293 R26 AE 2017 08 FINAL ER GAF EG the ER Appendix for all systems and associated max. design TPO FL5293-R26 Ddf pressures. 2.) Refer to ER Section 5 for Limits of Use Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blalr Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility S a[ m nt :: 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M RE W eC har.Y. ,..;. Credit Card Safe http://www.floridabui ld ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquwV cULes7w... 10/ 11 /2017 rTRINITY I ERD Table Deck Application Type Description age 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 6 16-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-8 1B-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 9-10 1C Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10 ID Wood New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 11-12 1E Wood New, Reroof (Tear -Off) or Recover C-2 Plate -Bonded Roof Cover 13 1F Wood New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 14 1G Wood New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 14 1H Wood New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 15-17 2A-1 Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-24 2A-2 Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base and Cap Ply 25 2A-3 Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 26-27 2B-1A Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 28-39 2B-1B Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Base and Cap Ply 40 2B-1C Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1A Thermal Barrier with Vapor Barrier, Mechanically Attached Insulation, Bonded Roof Cover 41-45 2B-2 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 46-47 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-1 Insulated, Mechanically Attached Roof Cover 48-49 2D Steel or Structural concrete New, Reroof (Tear -Off) or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 49 3A-1 Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 50-60 3A-2 Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Base and Cap Ply 60 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 60 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 61-63 4B LWIC New or Reroof (Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 63 4C LWIC New or Reroof (Tear Off) E Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 64 4D LWIC New or Reroof-(Tear Off) F Non -Insulated, Bonded Roof Cover 65-66 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 67 5B CWF New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 68 5C CWF New, Reroof (Tear -Off) or Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 69 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 69-70 6B Gypsum Reroof (Tear -Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 71 6C Gypsum Reroof (Tear -Off) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 71-73 6D Gypsum Reroof (Tear -Off) C-1 Mechanically Attached Insulation, Bonded Roof Cover 74 6E Gypsum Reroof (Tear -Off) E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 75 6F Gypsum Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 75 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 76-90 c-2 Plate -Bonded Roof Cover 91-92 7C Steel Recover D-1 Insulated, Mechanically Attached Root cover 11 7D Various Recover F Non -Insulated, Bonded Roof Cover 94 Exterior Research and Design, LLC. d/b/a Trinity ( ERD 51" Edition (2014) FBC NON-HVHZ EVALUATION Evaluation Report 01506.09.05-R27 for FL5293-R26 Certificate of Authorization #9503 EverGuard TPO Single -Ply Roof Membrane Systems Revision 27: 08/17/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 1 of 94 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP 3S. Min. 0.75-inch plywood penetration or minimum 1-inch wood plank embedment. Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-inch steel penetration, engage the top flute of the steel deck. Structural Concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP 3S. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya nu rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral wool roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Refer to GAF published installation instructions for details and requirements regarding the use of polystyrene insulation in EverGuard® roofing systems: Insulation: High Traffic Applications: Recover Applications: Expaned polystyrene (EPS) meeting or exceeding ASTM C578, Type II, Extruded polystyrene (XPS) meeting or exceeding ASTM C578, Type > XPS Fan -Fold Recover Board with plastic facer meeting or exceeding nominal 1.5 Ib/ft2 density and minimum 15 psi compressive strength. IV, minimum 1-inch thick and minimum 25 psi compressive strength. ASTM C578, Type IV, 3/8-inch thick and minimum 25 psi compressive Expanded polystyrene (EPS) with plastic facer meeting or exceeding Expanded polystyrene (EPS) with plastic facer meeting or exceeding strength. ASTM C578, Type II, nominal 1.5 Ib/ft2 density and minimum 15 psi ASTM C578, Type IX, minimum 1-inch thick and minimum 25 psi > EPS Recover Board meeting or exceeding ASTM C578, Type IV, 1/2- compressive strength. compressive strength. inch thick and minimum 25 psi compressive strength. EPS Recover Board with plastic facer meeting or exceeding ASTM C578, Type II, 1/2-inch thick and minimum 15 psi compressive strength. TOPCOAT® FireOut'" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection or VersaShield® Solo'" Fire -Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance certification listings, may be used as a non -load -bearing, fire -barrier / slip -sheet component within any system outlined herein. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete (LWIC) may be substituted for or installed below the rigid insulation board for System Type C-1 (mechanically attached insulation, bonded roofcover), System Type C-2 (plate -bonded roof cover) or System Type D (mechanically attached membrane), whereby the insulation or membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. For Type C-1, the top insulation layer shall be that specified in the applicable Table. For Type C-2 or D if the LWIC is installed below, the rigid insulation board may consist of min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation, EnergyGuard NH HD Plus Polyiso Insulation, EnergyGuard RH HD Polyiso Insulation or Structodek High Density Fiberboard Roof Insulation or min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat Roof Board or Dens Deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. This is a wind uplift resistance allowance and does not purport to address non-wind-uplift-relatated issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 5. Preliminary insulation attachment for System Type D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. Hot Asphalt (HA): Full mopping, 25-30 Ibs/square. LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. OlyBond Adhesive Fastener (Classic): Full coverage, 1 gal/square. OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. using PaceCart, SpotShot or Canister delivery methods. Note: OlyBond Classic or Olyeond 500 Green maybe used in place of O1yBond 500. GAF 2-Part Roofing Adhesive (GAF 2-Part): Continuous 2.5 to 3.5-inch ribbons, 12-inch o.c. Note: When multiple layers(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. Exterior Research and Design, LLC. d/b/a Trinity) ERD 51h Edition (2014) FBC NON-HVHZ EVALUATION Evaluation Report 01506.09.05-R27 for FL5293-1126 Certificate of Authorization #9503 EverGuard TPO Single -Ply Roof Membrane Systems Revision 27: 08/17/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 2 of 94 Q0TRINITYIERD Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanu rate 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 MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. Hot Asphalt (HA): MDP = -240.0 psf (Min. 0.5-inch thick) GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP -117.5 psf (Min. 1.0-inch thick) LRF Adhesive M (LRF-M): MDP = -232.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) OlyBond 500 (OB500): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) OlyBond 500 (OB500): MDP = -487.5 psf (Min. 0.5-inch thick EnergyGuard RA) OlyBond 500 (OB500): MDP = -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) 8. Bonded polyisocya nu rate 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. Zones 2 and.3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, 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 mechanically attached 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 for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or 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 (for recover) 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 TAS 124 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applications using System Type C-2 or any System Type D, the insulation is optional. Alternatively, a separator board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover installation when using any System Type D. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. Separator Board Options for Recover System Type C-2 or System Type D: Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime, SECU ROCK Gypsum -Fiber Roof Board or SECUROCK Glass - Mat Roof Board. Separator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer (3 oz/ydz) or EverGuard Polymat Cushioning Layer (6 oz/ydz). 15. Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top- coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. 16. Side laps for EverGuard Freedom TPO with RapiclSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless otherwise noted, reference to EverGuard Freedom TPO in this Appendix relates to either method. Exterior Research and Design, LLC. d/b/a Trinity ( ERD 51h Edition (2014) FBC NON-HVHZ EVALUATION Evaluation Report 01506.09.05-R27 for FL5293-R26 Certificate of Authorization #9503 EverGuard TPO Single -Ply Roof Membrane Systems Revision 27: 08/17/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 3 of 94 17 hesi a lied mamhrane systems. side laps shall be minimum 3-inch wide sealed with min. 1.5-inch heat weld. Unless otherwise noted, membrane adhesive application rates are as follows: Membrane Adhesive T Methotl A Rate' . m ", s 0.8 to 1.0 gal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the application rate changes toEverGuardTPO #1121 Bonding Adhesive EverGuard TPO 1121) Contact both sides 1.2 to 1.67 gal/sq/surface To polyisocya nu rate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HD1 or Fiber Base HD6 at EverGuard TPO EverGuard WB181 Bonding Adhesive Contact (both sides) 0.63 gal/square and roof cover underside at 0.21 gal/square. To Dens Deck Prime or SECUROCK Gypsum -Fiber Roof WB181) Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square EverGuard TPO EverGuard Low VOC TPO Bonding Contact (both sides) g0.46 al/square/surface Adhesive (L-VOC) EverGuard TPO EverGuard TPO 3 Square Low VOC Contact (both sides) 0.84 gal/square/surface Bonding Adhesive (TPO 3-Square) EverGuard TPO FB Ultra Hot asphalt Wet lay (substrate) 25 Ibs/square EverGuard TPO FB Ultra EverGuard WB181 Bonding Adhesive Wet lay (substrate) 0.83 to 1.0 gal/square WB181) GAF LRF Adhesive M (LRF-M) or LRF 1-inch wide ribbons spaced as noted in tables herein. Note: The adhesive ribbons are located directly over the EverGuard TPO FB Ultra Adhesive O (LRF-C) Wet lay ( ) substrate adhesive ribbons used to secure the insulation when the cover is bonded to insulation less than 1.5-inch thick. EverGuard TPO FB Ultra GAF 2-Part Roofing Adhesive (GAF 2-Part) Wet lay (substrate) Spatter pattern" at 3.75 Ibs/sq. EverGuard TPO FB Ultra OlyBond 500 Canister Wet lay (substrate) Spatter pattern" at 0.32 gal/square. 18. The "Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies of Ruberoid 20 Smooth or three (3) plies of GAFGLAS FlexPly 6, followed by asphalt -applied 80-mil EverGuard TPO FB Ultra with 1-5/8" heat welded side laps. 19. Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. 20. EverGuard Extreme TPO may be used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra may be used as an alternate to EverGuard TPO FB Ultra. 21. The following insulations are interchangeable within the scope of this Evaluation Report: EnergyGuard Polyiso Insulation b EnergyGuard NH Polyiso Insulation; EnergyGuard Ultra Polyiso Insulation 1* EnergyGuard NH Ultra Polyiso Insulation; EnergyGuard HD Polyiso Insulation 1 EnergyGuard NH HD Polyiso Insulation; EnergyGuard HD Plus Polyiso Insulation b EnergyGuard NH HD Plus Polyiso Insulation. Exterior Research and Design, LLC. d/b/a Trinity) ERD 5" Edition (2014) FBC NON-HVHZ EVALUATION Evaluation Report 01506.09.05-R27 for FL5293-R26 Certificate of Authorization #9503 EverGuard TPO Single -Ply Roof Membrane Systems Revision 27: 08/17/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 4 of 94 TABLE 2A 3 DECKS_ NEW CONSTRUCTION, REROOF (TeAR-OFF) p°STEEL I'NSIILATIONyBONDED'ROOF COVER : SYSTEM,TYPE 6-2:MECHANICALLY ATTACHED THERMAL' WE BARRIER, BONDEDTEMP,ROOF, BONDED TOP s System Deck Thermal Barrier Temp Roof Insulation Layer(s) Roof Cover / MDP No. Note 1) Type Fasten Attach Type Attach Type Attach Adhesive psf) UnderRoof 2 Polyester -Surfaced Min. 1.5-inch EnergyGuard RH followed by Min. 22 ga., Min. 0.5-inch Note 2 Leak Barrier, UnderRoof HT High Min. 0.5-inch EnergyGuard RH HD Polyiso EverGuard Grade 33 steel SECUROCK Drill-Tec 3 in. Ribbed 1 per 2.7 Temperature Leak Barrier, Self - Insulation, EnergyGuard HD Polyiso OB500 Freedom TPO /self 45.0* 5-87. or structural Gypsum -Fiber Golvalume Plate (Flat) ft Liberty SBS Self -Adhering Cap adhered Insulation, EnergyGuard HD Plus Polyiso adhered concrete Roof Board may be used) Sheet Insulation UnderRoof 2 Polyester -Surfaced Min. 1.5-inch EnergyGuard RH followed by Min. 22 ga., Min. 0.5-inch Note 2 Leak Barrier, UnderRoof HT High Min. 0.5-inch EnergyGuard RH HD Polyiso EverGuard TPO / Grade 33 steel SECUROCK Drill-Tec 3 in. Ribbed 1 per 2.7 Temperature Leak Barrier, Self- Insulation, EnergyGuard HD Polyiso OB500 1121, L-VOC, TPO 45.0* or structural Gypsum -Fiber Golvalume Plate (Flat) Zft Liberty SBS Self -Adhering Cap adhered Insulation, EnergyGuard HD Plus Polyiso 3-Square, WB181 concrete Roof Board may be used) Sheet Insulation UnderRoof 2 Polyester -Surfaced Min. 22 ga., Min. Note 2 Leak Barrier, UnderRoof HT High Min. 1.5-inch EnergyGuard Polyiso EverGuard TPO / Grade 33 steel ROCKSECUROCK Drill-Tec 3 in. Ribbed 1 per 2.7 Temperature Leak Barrier, Self - Insulation, EnergyGuard Ultra, OB500 1121, L-VOC, TPO 45.0* 5-89 or structural Gypsum -Fiber Golvalume Plate (Flat) zft Liberty SBS Self -Adhering Cap adhered EnergyGuard RA, EnergyGuard RN 3-Square, WB181 concrete Roof Board may be used) Sheet UnderRoof 2 Polyester -Surfaced Min. 1.5-inch EnergyGuard Polyiso Min. 22 ga., Min. 0.5-inch Note 2 Leak Barrier, UnderRoof HT High Insulation, EnergyGuard Ultra, EverGuard TPO / Grade 33 steel SECUROCK Drill-Tec 3 in. Ribbed 1 per Temperature Leak Barrier, Self- EnergyGuard RA, EnergyGuard RN followed OB500 1121, L-VOC, TPO 45.0* 5-90. or structural Gypsum -Fiber Golvalume Plate (Flat) ft Liberty SBS Self -Adhering Cap adhered by Min. 0.25-inch Dens Deck Prime or 3-Square, WB181 concrete Roof Board may be used) Sheet SECUROCK Gypsum -Fiber Roof Board Min. 22 ga., Note 2 HA or EverGuard TPO / Grade 33 steel Min. 0.625-inch Drill-Tec 3 in. Ribbed 1 per 4 Two plies GA FGLAS Ply 4 Hot Min. 1.5-inch EnergyGuard RA OB500 1121, L-VOC, TPO 45.0* 5-91. or structural Dens Deck Golvalume Plate (Flat) 2ft p 3-Square concrete may be used) Min. 22 ga., Min. 0.5-inch Note 2 UnderRoof 2 Polyester -Surfaced Leak Barrier, UnderRoof HT High Min. 1.5-inch EnergyGuard Polyiso EverGuard TPO / Grade 33 steel SECUROCK Drill-Tec 3 in. Ribbed 1 per 2.7 Temperature Leak Barrier, Self- Insulation, EnergyGuard Ultra, OB500 1121, L-VOC, TPO 45.0* 5-92 or structural Gypsum -Fiber Golvalume Plate (Flat) 2ft Liberty SBS Self -Adhering Cap adhered EnergyGuardgyRA, Ener Guard RN, 3-Square, W6181 concrete Roof Board may be used) Sheet EnergyGuard RH Min. 1.5-inch EnergyGuard Polyiso Min.*22 ga., Min. 0.5-inch Note 2 UnderRoof 2Palyester-Surfaced Leak Barrier, UnderRoof HT High Insulation, EnergyGuard Ultra, EverGuard TPO / 5-93. Grade 33 steel SECUROCK Drill-Tec 3 in. Ribbed 1 per 2.7 Z Temperature Leak Barrier, Self- adhered EnergyGuard nerdRA, EnergyGuard RN, gy EnergyGuard RH followed by min. 0.25-inch OB500 1121, L-VOC, TPO 45.0 : or structural Gypsum -Fiber Galvalume Plate (Flat) ft Liberty SBS Self -Adhering Cap Dens Deck Prime or SECUROCKGypsum- 3-Square, WB181 concrete Roof Board may be used) Sheet Fiber Roof Board UnderRoof 2 Polyester -Surfaced Min. 1.5-inch EnergyGuard Polyiso Min. 22 ga., Min. 0.5-inch Note 2 1 2.7 Leak Barrier, UnderRoof HT High Self- Insulation, EnergyGuard Ultra, EverGuard TPO FB 45.0* 5-94. Grade 33 steel SECUROCK Drill-Tec 3 in. Ribbed per z Temperature Leak Barrier, adhered EnergyGuard RA, EnergyGuard RN, 06500 Ultra / WB181 or structural Gypsum -Fiber Golvalume Plate (Flat) ft Liberty SBS Self -Adhering Cap EnergyGuard RH concrete Roof Board may be used) Sheet Exterior Research and Design, U.C. d/b/a Trinity I ERD 51h Edition (2014) FBC NON-HVHZ EVALUATION Evaluation Report 01506.09.05-R27 for FL5293-R26 Certificate of Authorization #9503 EverGuard TPO Single -Ply Roof Membrane Systems Revision 27: 08/17/2017 Prepared by: Robert Nieminen, PE-59166 GAF; (800) 766-3411 Appendix 1, Page 26 of 94 RECORD COPY PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 1 7 — 2 1 0 2 1 SANFORD SCOPE: pFp R This NOA is being issued under the applicable rules and regulations governing the use struction 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 "SH-700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets l through I of 11, dated 09/01/05, with revision F 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# 15-0519.08 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. 1 1 NOA No. 16-0714.06 MlAMt DADS COUNTY a Expiration Date: March 26, 2021 Approval Date: August 18, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 05-1018.01 and 07-032Z 06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision F dated 05/15/16, 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 0 7-0322.06) 3. Test reports on: 1) Air Infiltration Test, 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 0 7-0322.06) Manuel Per ,-17E. Product Control Exner NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 07-0322.06) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 10/05/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 05-1018.01) 6. 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) Small 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 05-1018. 01) 7. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No.05-1018.01) 14 &,A, f Manuel P ez,P.E. Product Control xx Ainer NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No.15-0519.08) 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Safiex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. Submitted under previous NOA No. 15-0519.08) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. Submitted under previous NOA No. 15-0519.08) 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 07 0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4649, FTL-4723. FTL-4947, FTL-4650, FTL- 4948 and FTL-4646, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. Submitted under NOA No. 05-1018.01) 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. 15-0519.08, issued to PGT Industries for their Series SH-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. /-D t/hguzL 1 Manuel Pe, ez, .E. Product Control Exam er NOA No. 16-0714.06 Expiration Date: March 26, 2021 Approval Date: August 18, 2016 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS STANDARDS USED: 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) ASTM E1300-09 ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION A. 5/16" LAMI CONSISTING OF (2) LITES OF 118"ANNEALED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) ALUMINUM DESIGN MANUAL, ADM-2010 OR .090" SAFLEX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) AISI-Si0D-07/S2-2010 B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A 090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 090" KURARAY BUTACITE ® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) D. 7116" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090" KURARAY BUTACITE' PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE 'PVB (BY KURARAY AMERICA, INC.) SHEET OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES ............. 1 G. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A GLAZING DETAILS....... 2 090" KURARAY BUTACITE00 PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES. 3 H. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE ELEVATIONS.... ............. 4 OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) VERT. SECTIONSS............. 5 OR .090" SAFLEX° PVB BYINTERLAYER EASTMAN CHEMICAL COMPANY) HORIZ. SECTIONS............ 5 I. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS PARTS LIST 6 WITH A .090" KURARAY BUTACITEBBY KURARAY AMERICA, INC.) OR .090" SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS .................... 7 J. 13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A CORNER DETAIL .............. 7 090"KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX°PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) ANCHORAGE .................... B-11 K. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" KURARAY BUTACITEPVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX• PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND W16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A 090" KURARAY BUTACITE® PVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL Wl LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PR017UCf REVISED 5. SHUTTERS ARE NOT REQUIRED. B 'I Iju Co with 1 FlwldaBuil,liug c:octeAnymceNo I E r'!-I GS6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. By nlni7n rrndct Co+troj-- ANSI/AF&PA NDS FOR WOOD CONSTRUCTION f ALUMINUM DESIGN MANUAL J 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. II 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. ''`' JR 05105116 F ADDED SPACERS TO SHEET 2. GENERAL NOTES R : p• 107TECHNOLOGY DRIVE _ N. VENICE, FL 34275 N / aN: ALUM, SINGLE HUNG WINDOW, IMPACT PDo BOX 1529 1 NOKOMIS, FL 34274 Visibly 0etrer •°'K''°" h '"' " °'""•"b' ^^' A. LYNNIMIL'LE R. P.E. SH700 NTS 1 a 11 4040-20 F FL P.E.1158705 Part# Description Material 71 Kommeding 4SG TPS Spacer System 72 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 73 Quanex Duraseal Spacer Materials 74 Cardinal XL Edge Spacer 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 7/16" LAMINATED 5/16" LAMINATED GLASS 80,81 or 82 7/161' LAMINATED GLASS 83,84 or 85 71-74 71-74 G]EXTINTERIOR[ 1 ( ALLALLSECTIONS) PVB" = KURARAY BUTACITE 1/2" NOM. 112" NOM. PVB INTERLAYER GLASS BITE GLASS BITE46orSAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 38 70 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7116" LAMINATED AIR SPACE AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 1/8" TEMPERED GLASS 13/16" NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/ 7/16" LAMI 89,90 or 91 STRUCTURAL IOLYISOBUTYLEN WITH DESICCANT EXT. GLASS KODISPACE 1 4SG TPS STRUCTURAL SILICONE 114" NOM. FOAM WITH DESICCANT EXT. GLASSy 4T. GLASS HOT -MELT BUTYL 3116" NOM. BUTYL & DESICCANT FOAM EXT. GLASS — SUPER 72 G" A!'COI AIYT TM LASS ALUMINUM cnxran, cmo.' POLYISO- BUTYLENE g^ NOM 77 SEAL ROLL - FORMED STAINLESS STEEL EXT. GLASS — 00"T LAMIIG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. PRODUcr REVISED as -plying with the Flodda Building Cods /` 4T FILL AREA t O 14-, Accsp4l" 7•,u 6- po,bn 5/16" NOM. F,xp'irnt Dute JCONE SEAL By Miami ProduceINT.GLASS \— INT.GLASS 73 DURASEALO 4 XL EDGETAI U SPACER SPACER neWre 0 TECHNOLOGY DRIVE GLAZING DETAILS N. VENICE, FL 34275 P.O. BOX 1529 — ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Bette. eM sbOµ °"- - ° ft w SH7c0 FUII 2 d 11 4040-20 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS TABLE WIDTH GLASS TYPE WINDOW HEIGHT 63" 66" 68" 70" 72" 74" 76" 48" A,B,M 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 -80.0 80.0 1 -80.0 80.0 80.0 60.0 80.0 60" A,B,M 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.0 79.0 62" A,B,M 80.0 80.0 80.0 80.0 80.0 80.0 A+78.2-78.2 78.8 78.8 77.3 77.3 75.9 75.9 63118" A,B,M 80.0 80.0 80.0 80.0 79.6 79.6 76.9 76.9 75.4 75.4 74.0 74.0 UP TO631/8" C,D,E,F,G,H,I,J,K,L 800 80.0 80.0 80.0 80.0 80.0 80.0 1 -80.0 80.0 80.0 80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 60 518" 1 63" 72" 74" TABLE 2. 76" 48" A,B,M 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 1 -80.0 70.0 70.0 1 +70.0 70.0 70.0 70.0 60" A,B,M 80.0 80.0 80.0 60.0 80.0 80.0 79.9 79.9 70.0 70.0 70.0 70.0 70.0 70.0 62" A,B,M 80.0 60.0 80.0 80.0 80.0 80.0 76.9 76.9 70.0 70.0 68.8 68.8 67.6 67.6 631/8" A,B,M 80.0 80.0 80.0 80.0 80.0 80.0 75.0 75.0 68.0 68.0 1 +66.7 66.7 65.5 65.5 UP TO 63 1/8" C,D,E,F,G,H,I, 1 K,1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70,0 70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17 1/8'.1 2211/16" 1 28 3/16" 1 33 3/4" 1 39 6/16" 4413/16" 1 60 3/8" 1 65 15116" 63118" 1 D,E,F,J,K,L4® +80.0 1 -80.0 1 +80.0 1 -80.0 I +80.0 -80.0 1 +80.0 1 -80.0 1 +70.0 1 -70.0 +70.0 1 .70.0 1 +70.0 1 -70.0 1 +70.0 1 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL4647, 4648 C. 5/16" LAMI -(1/8"HS,.090,1/8"HS) FTL4647, 4648 D. 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL4645, 4885 _ E. 7/16" LAM] - (3/16"A,.090, 3/16"HS) FTL4645 F. 7/16" LAMI - (3/16"HS,.090, 3/16"HS) _ FTLA645 G. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13/16" LAMI IG - 1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/B"HS) FTL4646 I. 13/16" LAMI IG - 1/8" T, AIRSPACE, 5/16" LAMI - (1/8"HS,.090.1/8"HS) FTL4646 J. 13116" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"A) FTL4649, 4650 K. 13116" LAMI IG - 1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL4649, 4650, 4958 _ L. 13/16" LAMI IG - 1/8" T. AIR SPACE, 7/16" LAMI - (3/16"HS,.090, 3/16"HS) _ FTL4649, 4650 _ M. 13/18" LAMI IG - 1/8"A, AIR SPACE, 5/16" LAMI - (118"A,.090, 1/8"A) FTL-5063 0„ MEETING RAIL HT. X„ gggH 0„ HT. MEETING RAIL jH 0" WlT. MINUS SASH HT. MEETING RAIL HT. X SASH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8" MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C. G, H, AND I MAY BE USED IN SASH ONLY V TECHNOLOGY DRNE N. VENICE, 34275 LALUM. SINGLE HUNG WINDOW, IMPAC P. O. f ox NOKOMIS, FL 34274 Vwb& Better en. m a n sH700 NTS 3 a 11 4040-20 PRODUCT REVISE;,., c 11PIPI-8 With the Fltwi& 0714 t'` JlPil'nlNrll Dnit yi„(y ty ./-L SEE DLO TABLE SEE DLO TABLE MAlX.) F 5/8" MAX. FIXED - jDLO (ALL) O j X j J 110 I 52 1/8" MAX. I.F. WIDTH Ivlll D 75" MAX. I.F. A D _j HEIGHT SEE DLO 76" MAX. TABLE FLANGED 38 /16" HEI HT O j SASH SEE DLO jHEIGHTTABLEX 48 1/4" MAX. VENT DLO (ALL) DETAIL A 1/1 75" MAX. A I.F. HEIGHT 76" MAX. FLANGED HEI HT 11E NO E4 DETAIL B VIEW (STANDARD SASH) B-- E--I C 75" MAX. I.F. SEE DLO TABLE C O j HEIGHT L 76" MAX. FLANGED HEIGHT SEE DLO X S E TABLE NO E 4 DETAIL C S TOP (STANDARD 75 75" MAX. " MAX I.F. I.F. I HEI HT E HEIGHT SEE DLO SEE DLO TABLE O TABLE O j76" MAX. 76" MAX. FLANGED FLANGED HEIGHT HEIGHT PRODUCTREVISED 20" 20" " complying wilh tlm yl ai SEE DLO TABLEEx2;B I SASH SEE DLO TABLE X j SASH 13"*1ng Code prxRnnr,llo-O I .O HEIGHT HEIGHT At eptirl;nfimc Ly _ lili ) nde Product Q» DETAIL D DETAIL E VIEW ( CUSTOM SASH)_ RADIUS TOP (CUSTOM SASHZ „I,r NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. l wW B7: RWb^r. 7 W 0 TECHNOLOGY DRIVE ELEVATIONS N. VENICE, FL 31275 P nor o,,; ,,,; ALUM. SINGLE HUNG WINDOW, IMPACT1,;1+ P. O. BOX 1529 , ,, w — A. LYNN )vVILLER, P.E. w m oeh. NOKOMIS, FL 34274 u;sibly Becrer SH700 NTS 4 a 11 4040-20 F FL P.E.# 58705 F. K. 9/1105 J.J. 2/23/07 MAX. 1 I INSIDE MAX. FIXED 7 $ OR 17LITE DAYLIGHT OPENING 25 19..1 OUTSIDE VENT DAYLIGHT 2.330" 50252 (LOW SILL) SEE NOTE ABOVE ULTRALIFT ONLY HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH. INSIDE --- MAX. VENT DAYLIGHT OPENING L HIGH SILL I owmm-.:. 1 1toaEI OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A - A INTEGRAL FIN ( I.F.) FRAME SECTIONS 47 r2. 330 u LOW SILL ALTERNATE HIGH 0 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 HIGH SILL) 54 12 ULTRALIFT ONLY HEAD2. 71 D" I.F. FRAME () I I OUTSIDE SECTIONS ru: ALUM. SIN, a.SH70: SH700 i7NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10, 11,15,16 IiII11V! INSIDE 1 2. 710" 1 pRODUCI' REVISED N,em» plym2 ,,dth the Pluida lnl»Bcarlxi(o-m 14.Gjo_ Attopumce NoI13v _ Abiar» ido pnxlu»t C j LE HUNG WINDOW, IMPACT a.: A. LYNN MILLER, P.E. Helf 5 11 4040-20 F FL P.E.# 58705 ITEM DWG.# DESCRIPTION PGT# 1 4002A- FLANGE FRAME HEAD 612225 2 1155 8 X 1.000 QUAD PN. SMS 781 PQA 3 4003C FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8', 5/8", OR 11/16" 10 1080 BALANCE COVER, 3/8" OR 5/11" 6BALCVR916 11 48 X.750 PH. PN. SMS 7834AA 12 BALANCE BOTTOM BRACKET 713ALTBKT 13 1085/1086 SASH TOP GUIDE 42504 15 8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER, 11/16" 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 8-32 X1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170X.270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 8 X .625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOWSILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1 1622 LAMI SETTING BLOCK 3/32" X 25/64" X 1" 71622K 36 1 1052 ILAMI IG SETTING BLOCK 1" X3/4" X 1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5/16 LAM. GLASS. 64039E 42 4044B GLAZING BEAD, 5/16 LAMI W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD, 13/16" LAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. 8 VER.) 61014 56 1630 SCREEN CORNER KEY W/RINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM _ 61624K 60 1 1635 ISCREEN SPLINE-.135 DIA HARD 137000n 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6533402 64 1161 6 X 1.000 PH. BUGLE TEK 706X1 67 GLAZING TAPE, 1/16 X 1/2-7/16 LAMI 62BV1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 Rs aneDA FLANGE FRAME SILL /HIGH SILL) 64050 ISILICONE, DOW899,995 OR EQUIV. A GLASS, 5/16" LAMI, (1/8"A.090 PVB,1/8"A) B. GLASS, 5116" LAMI, (1/8"A.090 PVB,1/8'HS) C. GLASS, 5/16" LAMI, (1/8"HS,.090 PVB,1/8"HS) D. GLASS, 7/16" LAMI, (1/8"A.090 PVB,1/8"A) E. GLASS, 7/16" LAMI, (1/8"A,.090 PVB,1/8"HS) F. GLASS, 7/16" LAMI, (1/8"HS,.090 PVB,1/B"HS) G. GLASS, 13/16" LAMI IG; 1/B"T, AIR SPACE, 5/16" H. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" 1. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 5/16" 1 J. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" K. GLASS, 13/16" LAMI IG; 1/8"T, AIR SPACE, 7/16" L. GLASS, 13116" LAMI IG; 1/8"T, AIR SPACE, 7/16" M. GLASS. 13/16" LAMI IG; 1/8"A AIR SPACE, 5/16" 2.784 1.83D 062 4 1 47 FRAME, HEADI.F.# 4071A,6063-T6 48 FRAME, I.F. LOW SILL4072A,6063-T6 PVB 2.374 062 NOM THICKNESS 4.(71 2 1 PTHICKNESS 50 FRAME, I.F. JAMB n49 FRAME, I.F. HIGH SILL #4074B, 6063-T6 4073A, 6063-T6 (USED AS RADIUS TOP HEAD) U TECHNOLOGY DRIVE PARTS LIST N. VENICE, FL 34275 — P.O. BOX 1529 - ALUM. SINGLE HUNG W NOKOMIS, FL 34274 Visibly Better DY4P11v°y' SH700 NTS 6 > 11 IMPACT 4040-20 6"H PROnUCT REVISED as —Plying wilh the FID64z Building cT) Ac.:pla ce INo . 2D2 [s.Fpinnnaa , 1 riy Y _ Milnni adc Pcnducl Coutrvl A. LYNfOALLER, P.E. FL P.E.# 58705 I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F. FRAME TI- - z.784— I osz j II II 1 2.830 2.330 1.363 I .osz 6 or 50 O FLANGE FRAME HEAD I 4002A, 6063-T6 I--2.784 O FLANGE FRAME SILL (LOW) WELDLONG 1 7as 3 A 4003C, 6063-T6 6 or 50 SCREW BOSS (2) SEALANT OR GASKET AT HEAD AND SILL 12.710 1-1.513--1 .738 062 .490 osz . 040 VIEW D-D VIEW E-EL111/1 &VIEW HEAD &SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 # 4025, 6063-T5 17 #4053, 6063-T5 yr.050 i 4004, 6o63-T5—_—- USED AS RADIUS TOP HEAD) 1.165 678 1.342 4-2.279—{ 2.326 I . 062 9 1.096 T-TI 41 GLAZING BEAD, 5/16" 4039B,6063-T5 1.979 osz 2.155 1.707 osz 31 SASH SIDE RAIL 062 #4008,6063-T5 FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL (LOW) 678 21 # 4054A, 6063HD-T6® 23 # 4006C, 6063HS-T6 28 # 4007, 6063-T5 E050" 050 1 1.096—-----I PRODUCTR[:dY1SEUOGLAZINGBEAD, 5/16" Bs cmiptying ,m the Fbtirta 678 42 Bdm'Otte t(n-4 14044B, GRILL 5 Ecp tnaca) t 4.+'6 2.326--1 1096—I----". (USED W/GRILL KIT) p r t Uate 3 e 21 062 tv GLAZING BEAD 7/16" 2.946 44 # 4222, 6063-T5 3.446 2.638 .683 062——1.097 050-- 678 46 GLAZING BEAD 13/16" IG 2.784—'{ 1.115------i #4067, 6063-T5 FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD, 7/16" 69 #a051A,6063-T5 #985C,6( - O #4050A, 6063-T6 (USED W/GRILLRILL KIT) .; 6 1..6 •' iOvtl BY Deb: ReWbn: EXTRUSIONS & FRAME CORNER DETAIL RiNibR: 1070 TECHNOLOGY DRIVE E IN VENICE. FL'427' 4. P.o.eox,szR — ALUM. SINGLE HUNG WINDOW, IMPACT NOKO. BOX 134274 Visibly Better 4pNiTb°" — B'"etr .^ A. LYNN MILLER, P.E. 0,.w.Br are: ce.ct.a o.I. SH700 Helf 7 w 11 4040-20 FL P.E.# 58705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 52.603 58.603 1 64.603 76.000 ANCHOR TYPE: M p UZ UZ M p UZ UZ M p UZ UZ M p UZ UZ M p UZ UZ M p UZ UZ M p UZ NO— UZ M p UZ UZ GLASSWINDOW NO 0U O i0`O O 0N0 O iUNO OtvUNp OcvU`0 U U U U U U U U U 3 U 0CAU U OryUNU O U U U WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,1,J,K,L 112 111 1111 1ji2 111 112 2i2 112 212 2 2 212 212 212 2,2 2 2 2 2 2 2 2j2 2j2 212 2 2 213 2 2 3 3 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 112111 111 112111 1i22,21122I22222222122;22222212 2j222222221322313 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 H,I,J,K,L 1 2 111 1 2 1 2 1 2 112 2 2 1 2 2 2 212 2I2 2j2 212 2i2 2 2 2 3 212 2I2 2I3 2 2 213 313 212 313 24.000 A,8 M 1l1 1'21 2 112 1;2 212 112 2 2 2 2 2j2 212 212 212 212 2I3 2 2 2 2 213 2I2 2 3 313 2j2 3 3C,D,E,F,G,11 1111 2 1 1 2 1 1 2 1 1f1j222231'2 2j2 213 1j2 2 3 2 3 22 23H,I,J,K,L 2j3 22 23 3 3 2 2 313 314 3 2 313 3 4 3'1332.000 1 11i2222!31122223112232!32122321322 2133322 3133143123133143i134I4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,J,K,L 2j 2 112 212 213 112 2 3 213 2 2 2 3 213 212 213 2 3 2:3 2 3 3 4 2 3 313 314 31, 34 315 313 414 37.000 1 1 1 1 2 1 2 Z.. 1 2 1— 2 2 1 2 2 1 2 2I2 1,2 212 2 3 L...... 1 2 2,3 I . 213 2 2 213 213 212 213 2131213 2 3 3 4 2 3 3 3 3,14 3i3 314 315 313 4i PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 22 1.22!22C32221323222321L 3 2!3 2 3 214 2 3 3 3 314 2 3 3 4 315 313 314 4j8 313 414 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 112 212 213 212,213 213 2I2 2i3 2 3 2I3 213 214 213 3!3 3 4 2 3 314 3 5 13,3 3!4 4j5 3i3.414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2 2 2j2 212 2 3 2 2 2I3 213 2 2 31,3 214 2;3 3 3 3j4 213 3 3 3I4 213 314 315 313 314 415 314 4i5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A B,M 2 2 22 2;2 213 2 2 23 2!3 2j2 3 3 214 2j3 3l3 34 2;3 3'3 34 213 3i4 3 5 313 314 415 3'4 4j5 PSF 79 79 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.. 2 3 2 3 2 2 48.000 H,I,J,K,L 2 2 2' 2 2 2 213 2 2 213 3 4 2 3 3i3 3 4 2'3 3 4 3!4 2 3 3 4 3i5 313 3 4 3I5 3j3 2 4I5 4 6 314 515 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3_ 2 2 3 2 2 ABM 2 2 22 2 2 2,3 2,2 213 314 2,3 3j3 31412131314 3!4 213 3I,4 315 3j3 314 315 313 4'5 4.6 3!4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 53.125 H,I,J,K,L 2 2 2'2 2 2 2 3 212 2 3 3 4314 2 3 3i4 314 3 3 3j4 315 3j3 414 4j6 314 4i5 4j6 3!4 5 6 2 2 2 2 2 2 2 22 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2;2 2 2 2 3 2 2 213 3 4 314 213 3;4 3'4 313 3'i4 3 5 3,3 4j4 4!5 3j32 4i,5 4.6 3 4 4152 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 1/2" MAX. FROM TOP CORNERS JAMBS - 17 112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF DP LIMITED) 118 HEAD_ 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL FULL DP) HEAD 2 JAMB ABOVE 21 3 MTG. RAIL _fJAMBBELOW MTG. RAIL 0 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS N. VE 1 me P.O. BOX 1s29zs — ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Vctaibly Better s.+w.uers `"y' 1110 NTS 8 d 11 4040 20 PRODUCT REVISED ns ci m,plying oath the Fli iaz Du, idng Cale M. rr.Pe,nu No { © i jj2.l EInyDne LU Miami , J Product Cm"..' ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE,----29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE. h0 UzNO' UZMO ON UZ NO ONONO ON UZr>O UZ UZMO UZNO—ONONO ON UZM0 UZ U Zno UZ NOON UZMO Uz NOON UzM0 Uz NO O UZ GLASSWINDOW N U U U U U 3 U U U U U U c..) L) WIDTH TYPE U U U C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11-1 11 1 1 2 2 211 2;2 212 211 212 2 2 2 2 2 2 2 2 2 2 2j2 2,2 2122 12 3 2 2 2 3 2 3 2 2,2 312 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ABM 111 1'1 121 22211 2122221 2I22j222222I22122122122J 2123 222312322232 PSF 79 C, D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24. 000 H,I,J,K,L tit 1 1 21 2 1 11 2 2 22 21 2 21 2 2 2 2 2 2 2 21 2 2 2 3 2 ill 2212 3 2 3 2 2 2 3 2 E23 1 111111A,B, M11 122111 212 2i2 2 2 2I,2 212 2 2 212 212 212 312 312 2I2 3I2 3[22j23 2 PSF 68 77 C,D, E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 1 1 1 1 1 1 2 2 21 2 2 j 2 2 3 2 2 21 2 31 3 2 2 3 3 3 3 3 2 31 3 3 3 21 2 3 3 4 3 3 2 4 3 4 3 3 2 41 3 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 A,B, M 1 1 111 1 1 212 22 212 213 212 212 313 212 313 3 3 3 2 313 3;3 212 3;3 413 312 413 413 312 413 PSF 59 67 79 C,D, E,F,G, 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 1'. 1 1 2 2 2 2j2 2j2 213 22 2 3 313 2 2 3 3 3 3 3 3 413 313 312 3I3 4 3 3 2 4 3 4 4 312 4i3 2 1 2 2 1 2 2 1 2 211 2 2 1 2 2 1 2 A,B, M 111 111 711 222 22 2I2 2i3 2i2 213 313 212 3 3 313 3 3 413 313 312 3 3 4I3 3121413 414 32 413 PSF 54 79 62 79 C,D, E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 1 1 1 1 1 2 2 212 2 2 2i3 212 313 313 2J2 313 413 313 413 4i3 414 313 413 414 313 513 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 33 1 11111222i2222'.3 212 313 3!3 212 313 4!3 313 4I3 4i3 4 4 3 3 4 3 414 3;3 5i3 PSFJ 49 79 56 79 79 C,D, E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44,000 H,1,J,K,L 2 j 2 2 2 31 3 21 2 313 314 213 313 414 313 413 4,4 313 41314141313 413 4 4 3131514 1 111112222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,B, M 1 1 2 1 1 1 1 2 2 212 2 2 3 3 2;2 313 34 2 3 3I3 414 3 3 413 414 313 413 4 4 313 413 414 3 3 514 PSF 45 1 74 51 74 79 79 C,D, E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 48.000 H,I,J,K,L 1 1 1 1 1 1 2 2 21 2 2 3 21 2 31 3 314 313 3 3 414 3 3 4 i 4 41 4 3 3 41 4 4 4 4 3 51 4 J14 2 22222222222322222322ABM1 1212 2 2 3 3 212 3j3 3 4 313 3 3 414 313 414 414 313 414 414 413 54 325 PSF 41 67 46 67 76 79 C,D,E, F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H, 4J,K,L 1 1 1 1 1 1 2 2 2;. 2 2 2 3 3 3 3 31314,4j 3 3 4441413,3 I_ 4 4 14 4 33 1 414 5154 3 514 515 4 3 5I4 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 ABM 1 1 1 1 1 1 2 2 212 212 3 3 3i3 313 4i4 3 3 4i4 4i4 313 44 414 3i3 4:4 5j4 43 5j4 54 43 5 4 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/ 2" MAX. FROM TOP CORNERS JAMBS - 17 1/ 2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF DP LIMITED) 117 PRODUCFI&-mSED HEAD 3 c,- ptymg nth tho FImi" fJudd ug Code JAMB ABOVE 3 3 `eP""F"t1 O 14:Cr t« Du1e a 2D21 MTG. RAIL JAMB BELOW t ami—utept ducrCnx '% MTG. RAIL r FULL DP HEAD 2 JAIVS ABOVE 21 2 MTG. RAIL JAMB BELOW MTG. RAIL 0 TECHNOLOGY DRIVE ANCHORAGE SPACING, STANDARD VIEW N. VENICE. FL 34275 nee P.O. BOX 1529 — ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 Wr ibly Better sw. —ft - SH700 NTS 9 - 11 4040-20 1 ANCHOR QUANTITIES ABOVE MEETING RAIL HEADS JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: r•'1 0nfON 0ZOU UZ OU r" O MONO UZ 0 U r ZONONO U O UZ 0 UZONUm 0 UzNo O 0zCic,4ONO U m 0 0Z U 0ZONU O UzN0'"0 O 0Z U r? O0 0Z 0, O UZ 00 r? 0elf0 Uz 00 Uz00WINDOW WIDTH GLASS TYPE 19.125 K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2- 1 2 1 2.... 1 2 1 2 1 2 1 3 1 3__...2 1 1 3 1 3 1 2._ 1 3 1 3 1 3 1 3- 1 3 1 3_.....4_ 1 32.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, K,L 1 j 1 1 1 1 2 2 1 2 2 2,3 2 1 2 2 3 2 3 1 3 2 4 2 3 i 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5.4 1 2 5 PSF 79 79 79 79 40.000 D,E,F.J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 63 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, K,L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 PSF 71 79 63 71 79 64L74 66 77 69 6953,125 D,E,F,J, K,L 2 1_-_-1'2 2 2 2 2 2__Z...3_. 2 2 2 3 3 4 2 4 3 4 3 5_ 2 4. 3 5 3 6_. 2 5 3 6 3 6.. 2 5 3 7 3 6._.. 23 5..1 7.. ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. ar O N ZOU UZOo nr ONg N ZOU UZOo n ONpp3 U N ZO UZ O e? ONO U N ZOr0NUZ 0 r'? OQ U N Z- OU UZOU M ONQ5 U N zOo UZOU m ONp5 U N ZOU UZOU 0MON U N ZOU UZOUWINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4T 3 3 4 3 4 4 3 4 68 78 5-1-3-144.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 3 14 3 4 1 5 3 T 4 5 3 4 73 1 58 66 72 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 0 TECHNOLOGY DRIVE N, VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE-FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 1/2" MAX. FROM CORNERS JAMBS - 17 1/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN, TO 38" MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE 7. KEY: MAX. PSF DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL HEAD 2 JAMB ABOVE 4 PRODUcr RRVISFD MTG. RAIL m'-plsing H'itn the Florid. Building Code A-pI. c. hb) o`TI '{p L-xpimY Dane 21 a"a.1'fTABLE8. KEY: M;,,„, tad Product c«,r4.-- h l ` JMAX. PSF DP LIMITED) 112 JAMB BELOW 2 MTG. RAIL FULL DP JAMB BELOW 2 MTG. RAIL CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT r.,..nwev eme: o.+sa rm. SH700 NTS ; d 11 4040-20 AEXTERIOR INTERIOR LL HEAD AND SILL DETAIL ) 1-3/4" MIN. EDGE CONCRETE ANCHOR1 (SEE NOTE 1 & 3) 2x WOOD BUCK 1 (SEE NOTE 4)] NOTES: WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY SEE NOTE 2 & 3) APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 3.35 KSI MIN. ) CONCRETE f 1 3/8" MIN., 1/4" TAPCON 1.3/4" MIN., 1/4" CRETE-FLEX OPTIONAL 1x WOOD BUCK SEE NOTE 4) - 1/4" MAX. SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" 1 3/8" I MIN. MIN. 114" MAX. SHIM I--- 1/4" MAX. SHIM 1-3/4" MIN EDGE O IhmRP-- CONCRETE ANCHOR, 1 FH BELOW MEETING Ifw RAIL. (SEE NOTE 1 & 3) l" MIN. EDGE 1/4" SS4 CRETE-FLEX. j 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS I ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 3/8" INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE MIN. 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE MI— ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4 OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT 15 EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT 1" MIN.EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION. WOOD ANCHOR, FH BELOW MEETING - n I. (SEE NOTE 2 & 3) 1 V - 3.35 KSI MIN, CONCRETE OR OR 1.5 KSI MIN. CMU L1x BUCK OPTIONAL WITH SOLID CONCRETE L 2x WOOD BUCK OR CMU SUBSTRATE (SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8" MIN. EDGE 2-1/2" EMBEDMENT MAX' SHIM 131" DIA. M x 2 1/2" N/ AT CORNE AND 5" C SHIM DETAIL F, (HEAD) FRAME 4 INTERIOR ALL JAMB DETAILS) EXTERIOR 1 /4" FRAME MAX. w—"'A —j SHIM 131" DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5" O.C. PR!)IIUCT REVIS6u as cw plying +-ith the Flcvidz fluilaing Cude I. EDGE ncu:ptnucc l<kr (-O?14.Q{. l - I:xlrir0tien De1e 2Q2. Minmi )ndc Product (.on 1 FRAME II L .131" DIA. MIN. LI, x 2 1/2" NAIL, O AT CORNERS AND 5" O.C. 2-1/2" EMBEDMENT DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE p 0 TECHNOLOGY DRIVE ANCHORAGE DETAILS N. VENICE. FL 34275 P.O.sox see ALUM. SINGLE HUNG WINDOW, IMPACT NO .O. BOX FL 34274 Visibly Berrer '""'"' &" " ° ix°'- SH700 NT3 1 i n 11 4040-20 City of Sanford RECORD op Building and Fire Prevention 1 2 1 0 2 Permit # Project Location Address hS1 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 Swin in s hu Gl- ,- L 09 0— Sliding N/A N/A N/A Sectional N/A N/A N/A Roll Up N/A N/A N/A Automatic N/A N/A N/A Other N/A N/A N/A 2. Windows Single Hun Horizontal Slider N/A N/A A Casement N/A N/A N/A Double Hun N/A N/A N/A Fixed N/A N/A N/A Awning N/A N/A N/A Pass Through N/A N/A N/A Projected N/A N/A N/A Mullions N/A N/A N/A Wind Breaker N/A N/A N/A Dual Action N/A N/A N/A Other June 2014 1 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding N/A N/A N/A Soffits N/A N/A N/A Storefronts N/A N/A N/A Curtain Walls N/A N/A N/A Wall Louver N/A N/A N/A Glass block N/A N/A N/A Membrane N/A N/A N/A Greenhouse N/A N/A N/A E.P.S Composite Panels N/A N/A N/A Other N/A N/A N/A 4. Roofing Products Asphalt Shingles N/A N/A N/A Underla ments N/A N/A N/A Roofing Fasteners N/A N/A N/A Nonstructural Metal Roofing N/A N/A N/A Wood Shakes and Shingles N/A N/A N/A Roofing tiles N/A N/A N/A Roofing Insulation N/A N/A N/A Waterproofing N/A N/A N/A Built up roofing System N/A N/A N/A Modified Bitumen N/A N/A N/A Single Ply Roof Systems Roofing slate N/A N/A N/A Cements/ Adhesives / Coating N/A N/A N/A Liquid Applied Roofing Systems N/A N/A N/A Roof Tile adhesive N/A N/A N/A Spray Applied Polyurethane Roofing N/A N/A N/A E.P.S. Roof Panels N/A N/A N/A Roof Vents N/A N/A N/A Other N/A N/A N/A June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion N/A N/A N/A Bahama N/A N/A N/A Colonial N/A N/A N/A Roll up N/A N/A N/A Equipment N/A N/A N/A Other N/A N/A N/A 6. Skylights Skylights N/A N/A N/A Other N/A N/A N/A 7. Structural Components Wood Connectors / Anchors N/A N/A N/A Truss Plates N/A N/A N/A Engineered Lumber N/A N/A N/A Railing N/A N/A N/A Coolers/Freezers N/A N/A N/A Concrete Admixtures N/A N/A N/A Precast Lintels N/A N/A N/A Insulation Forms N/A N/A N/A Plastics N/A N/A N/A Deck / Roof N/A N/A N/A Wall Prefab Sheds N/A N/A N/A N/A N/A N/A Other 8. New Exterior Envelope Products N/A N/A N/A N/A N/A N/A Applicant's Signature Applicant's Name Please Print) June 2014