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1014 Bay Ave 17-1519; ELECTRICAL
K' 3u Job Address: d Parcel ID: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No Documented Construction Value: $ 1S19 a oov Historic District: Yes No Residential Commercial Type of Work: New K Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: ;,b4t ' $- I Fax: AA) Title: Email: 01X&y4(W^ Property Owner Information Name 341L01 Phone: Street: at'f'y Resident of property? City, State Zip: l- Contractor Information Name Street: 5 City, State Zip: C 144*44 , rTL 3 q Phone: Fax: State License No.: Lam'—' oa013 Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Le der: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation,Table in effect at the time the',.permit is issued, in accordance with local ordinance. Should calculated charges figured off "the executed contract`exceed,•the actu"allonstruction 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 "'S ' a f Condactor%Agetit ate 1 I Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature ofNota Erg ! ago::R ali I . , ryij t, 7 tsrUlr,- a ol EkPIFC : I ebruary 25, 20t9lg=' Domed Tiru FJrtary Pubic: Unde:iri,er: i Owner/Agent is Personally Known to Me or Contractor/Agent is 'PersonallwKnown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric;- # of Amps Plumbing # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 '2 I hereby name and appoint: 1, 1 ,5 an agent of: L f' 614-ei tan, lNamP f'a.,.,l to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Expiration Date for This Limited Power of Attorney: License Holder Name: er-rd 1 State License Number: W Signature of License Ho STATE OF FLORIDA !/ COUNTY OF The foregoing instrument was ac owledged efore me this d-( day ofAlly200fby- ( who is verso known to me or o who has produced 67 identification and who did (di NotaryXSe) tiK"° be'' YVONNE D. ELDER MY COMMISSION # GG 070331 EXPIRES: February 11, 2021 pFBondedThruNotaryPublicUnderwritersRev. 08.12) Notary Public - State of Commission No. 077 3 My Commission xpires: L as SUBMITTED TO: Celectsys, Inc. 1525 Flowerdale Ave Orlando, FL 32807 TYRELL ENTERPRISES, LLC 2660 Hilliard Court, Kissimmee, FL 34744 Phone: 407-908-0047 •321-945-2936 Email: TyrellEnterprises@hotmail.com State Certified General Contractor License# CGC1519158 State Certified Roofing Contractor License# CCC1330018 State Home Inspector License # HI4544 Work Order WORK TO BE PERFORMED AT: 1014 S Bay Avenue Sanford, FL We hereby contract with the above -mentioned firm to provide materials and perform the labor necessary for the completion of the following: SCOPE OF WORK: Electrical work necessary for the construction of new SFR per drawings and specifications for this rpoiect• All material is guaranteed to be specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work, and completed in a substantial workmanlike manner for the sum of: GRAND TOTAL: $5,200.00 Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents, or delays beyond our control. In the event of any arbitration or litigation relating to this contract, the prevailing party shall be entitled to reasonable attorney fees, costs and expenses. RESPECTFULLY SUBMITTED: `J (.Z. Am"A 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a4 Documented Construction Value: $ Job Address: Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: fD,(,Imkt, e, & N60 Plan Review Contact Person: Title: Phone: 2Q -qy5' l 13 Fax: /y('j Email: Vnt' fh1i•a. Property Owner Information Name 1110I1Phone: Street: Resident of property? City, State Zip: n 7 p p p Contractor Information Name 11r1 11(", J.LC. Phone: Street: bZ J • 1. "T^ Fax: City, State Zip: State Lic nse No.: Arch itectlEngineer Information Name: 4 tfPhone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Allot Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, / furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code 1 / Revised: June 30, 2015 Permit Application —'( NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as waxer s 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,cotitract 'exceed the actuat,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 i Print Owner/Agent's Name Signature of Notary -Stated of Florida Date Signature of Contractor Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally, Known to Me or Produced ID Type of ID Produced ID 'Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof, Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Plumbing - # of Fixtures - Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Altamonte Springs, Cassellterry, Lake Mary Lonp ood, Saril'o d, Seminole County;. Winter Springs. Date: __ ` , k-I hereby name and appoint: an agent of . P (- \-,lY (0 to be my lavvful. attorney -in -fact to act for me to apply for,. receipt .for,. sign.for and do all things necessary to this appointment for (checknl.} one option};< The specitie permit located at: Expiration Date for This Limited Power of Attorney: License Ilolder Nail e.: State License Nuin.ber:.. ` Signature of License :Holder:. STATE OF t LO LDA COUNTY OF The foregoing instrument 200, by — to me Or o who has prod w identification and who did Not, rf .J_tif1Y PVa••_ before me thiisl:;,, Notary .Ntblic - State Commission No. My Commission Exr SUBMITTED TO: NDS Development, LLC 1025 N Pine Hills Rd Orlando, FL 32808 TYRELL ENTERPRISES, LLC 2660 Hilliard Court, Kissimmee, FL 34744 Phone: 407-908-0047 •321-945-2936 Email: TyrellEnterprises@hotmail.com State Certified General Contractor License# CGC1519158 State Certified Roofing Contractor License# CCC1330018 State Home Inspector License # HI4544 Work Order WORK TO BE PERFORMED AT: 1014 S Bay Avenue Sanford, FL We hereby contract with the above -mentioned firm to provide materials and perform the labor necessary for the completion of the following: SCOPE OF WORK: Plumbing work necessary for the construction of new SFR per drawings and specifications for this project. All material is guaranteed to be specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work, and completed in a substantial workmanlike manner for the sum of: GRAND TOTAL: $4,900.00 Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and wil I become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents, or delays beyond our control. In the event of any arbitration or litigation relating to this contract, the prevailing party shall be entitled to reasonable attorney fees, costs and expenses. RESPECTFULLY SUBMITTED: 4 ". &Iff CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: QQ v Documented Construction Value: $ -1 lid Job Address:' (o ii Agm, apt w Historic District: Yes No Parcel ID: Residential X Commercial Type of Work: New AMAC,- ddition Alteration Repair Demo Change of Use Move Description of Work: t(ft. K4W lsm Plan Review,Contact Person: `' Title:Av4e AV40, v Phone: 37%'?" 3fi Fax: A Email: ad I +af,o I •Care.• Property Owner Information Name Street: City, S Phone: Resident of property?: Contractor Information Name A*Uat Q.N. Street: TLAeA 14& 6v,;e.& City, State Zip: Phone: Fax: State License No.: Architect/Engineer Information Name: Jf T Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Ay,z Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as wat& 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 construct' usand zonm2. k+ I Signature of Owner/Agent Date SiAiatWCon"tia6160Agent I Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary, -State of Florida Date Signature of Notary -State of florida.', 'r Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known•to Me or Produced ID Type of ID Produced ID . TypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Elect W-'# of Amps Plumbing - # of Fixtures` Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: Ao I —7 I hereby name and appoint: l'Y ; an agent of: - ,(Y l,'P' k U 1 (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): XThe specific permit and application forte orkk located at: Address) Expiration Date for This Limited Power of Attorney: License Holder Name: N Qid State License Number: I YZ-7 Signature of License Holder: 4 c a STATE OF FLO DA COUNTY OF The foregoing In strument was ac wledgqd before me thij)Lday o , 200, by who isop ers nally known to me or who has p oduced identification and who did (di n.T +,, — Seal) Rev. 08.12) Notary Public - State o Commission No. D' ® V1 My Commission Expires: j; '"•: ., YVONNE D. ELDER MY CONIMI3SION # GG 07031' EXPIRES: February 11, 21' Bonded Thru Notary FUbIIC Un, as SUBMITTED TO: Everest Air Corp. 3849 Eagle Isle Circle Kissimmee, FL 34746 TYRELL ENTERPRISES, LLC 2660 Hilliard Court, Kissimmee, FL 34744 Phone: 407-908-0047 •321-945-2936 Email: TyrellEnterprises@hotmail.com State Certified General Contractor License# CGC1519158 State Certified Roofing Contractor License# CCC1330018 State Home Inspector License # HI4544 Work Order WORK TO BE PERFORMED AT: 1014 S Bay Avenue Sanford, FL We hereby contract with the above -mentioned firm to provide materials and perform the labor necessary for the completion of the following: SCOPE OF WORK: HVAC work necessary for the construction of new SFR per drawings and specifications for this rpoiect• All material is guaranteed to be specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work, and completed in a substantial workmanlike manner for the sum of: GRAND TOTAL: $4,900.00 Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents, or delays beyond our control. In the event of any arbitration or litigation relating to this contract, the prevailing party shall be entitled to reasonable attorney fees, costs and expenses. RESPECTFULLY SUBMITTED: `J l . (. Z. gati l /7 e, a k CITY OF SANFORD e y." BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ H0, q3 . 0 0 Job Address: %/T Aaq qeeM GA,, Ceti , ;/— 3277/ Historic District: Yes No.® Parcel ID: 2 "l q ' 3D 54 CY' 1 0' D03© Residential 9 Commercial El Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: 4 Plan Review Contact Person: Phone: 30 Fax: bi}•(,0 Email: 'ty'Zj(fJ1*rSP.d•iO J-naa/•cvly Property Owner Information NameI 1 Street: to 14 {iau. 04W.9-- City, State Zip: MW ` I qi.: ]f Phone: Resident of property? Contractor Information Name " , p Phone: 1''y J'i3.6 Street: (¢10,0 `}LUULI/t,a! l,•(,UL-t Fax: ,aLr 14011( City, State Zip: State License No.: r,A L' /!Vy l g nn Architect/Engineer Information C Name: *i cl,'&'Q'I'V) ,uQ•l'i. Phone: Street: ( Fax: 0 7'30 --/322 City, St, Zip: E-mail: kad @ ka d buildtng des.g ns. tans RIABondingCompany: Address: 1 Mortgage Lender: Nk Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,. heaters,. tanks,. and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be dpne in complipce with all applicable laws regulating construction and zoning. MY COMMISSION #FF198884 E)ORES: FEB 12, 2019 Bonded through 1st State Insurance Owner/Agent is _ V Personally Known to Me or Produced ID Type of ID 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: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 5 '31'/-&VASTE WATER: FIRE: 1:I1111MO E" Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMWALL Permit # 17-1519 Address• 1014 Bay Avenue BUILDING PERMIT - , Min Max Inspection Description 10 Footer 20 Stemwall 30 Form board / Foundation Survey 30 Slab / Mono Slab Prepour 40 Lintel / Tie Beam / Fill / Down Cell 50 Sheathing — Walls 50 Sheathing — Roof 60 Roof Dry In 60 80 Lath Inspection 70 Frame 70 1000 Final Roof 80 Insulation Rough In 90 Drywall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL PEER#1VIIT a _.Fk, K. 3 Min Max Ins ection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max AY Inspection Description 10' Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final a MECHANICALPI.ERMIT, fr b Min Max Ins ection Descri tion 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford Building and Fire Prevention Division F 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1519 1014 Bay Avenue Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 12441square feet SQUARE FOOTAGE OF GARAGE ONLY: 0 1 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1244 square feet Dollar Valuation of Work: $1415629.40 State Fee: $44.44 Permit Fee $15031.41 Application Fee: $25.00 Plan Review Fee: $424.89 Total Building Permit Fees: $15525.74 Plumbing Fixture Calculation 17-1519 1014 Bay Avenue Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs Water Heaters 1 Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 15 Permit #: 17- 1519 Address: 1014 Bay Avenue Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 1244 Plumbing Fixtures: 15 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 7 11Hii 111111111111111 #fill if !lI111[el l/ THIS INSTRUMENT PREPARED BY: Name: Harris A. Tyrell, Tyrell Enterprises, LLC Address: 4vuv Kissimmee, NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: GRANT MALOYr SEMINOLE COUNTY CLERK. OF CIRCUIT COURT & COMPTROLLER BK 8920 P9 1176 (1PSS ) CLERK'S r 2017 J52049 RECORDED O5/24/2C117 12a26:16 PM RECORDING FEES $10.00 RECORDED BY tsmith 25-19-305AG-120G-0030 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 ofoticeof Commencemen t. D5 OZ4FedT ceCeisbvailable) ErLK1TGf8VF 9AV &5tPB 1014 BAY AVENUE, , 606dff T8rE'k19 T R)T AND CONSTRUCTION OF NEW SFR OWNER INFORMATION: Name: GWENDOLYN L STOKES Address: 1014 BAY AVENUE,. SANFORD, FL 34771 Fee Simple Title Holder ( if other than owner) Name: CONTRACTOR: Names- TYRELL ENTERPRISES, LLC Address: 2660 HILLIARD COURT, KISSIMMEE, FL 34744 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: In addition to himself, Owner Designates Section 713.13(1)( b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under enalties of perju , I declare that 1 have read the foregoing and that the facts stated in it are true to th est of my know edge and e of i ) IY4 j lk-, Ak Ow9): Signature Owners rioted N e Florida Statute 713.13( " The owner must sign the notice of commencement and no one else may permitted to sign in his or her stead." State of wi 11 CLC4— County of,!5e-AY11 Cib'G n The foregoing instrument was acknowledged before me this day of NLCLQ 20 ' Who is personal y known to me Name of per n making statement OR who has produced identification 1 type of rr o KINDAMARTIN G MY COMMISSION #FF198884 yrr ^ EXPIRES: FEB 12, 2019 Bonded through 1st State Insurance Ile W > a s Ila z us- ac M t•- „ W, qa w= x cam 1 C-4c,9 iYyN Revision City of Sanford Response to Comments [ ..., Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date V T Project Address: Wl KA—_Iwl10 J' Email:>• '1 Trades encompassed in revision: 1 Building r Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building Fax: General description of revision: fjwl-m 44C4 ', ROUTING INFORMATION Approvals e3 8-= i CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1519 Date: 06/06/2017 Project Description: New SFR Contact Name: Harris Tyrell Job Address: 1014 Bay Avenue Contact Email: tyrellenterprisesAhotmail.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 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please submit two (2) copies of a Plumbing DWV (drain, waste & vent) riser diagram. Riser shall include all sanitary pipe sizes and venting requirements. FBC 107 2. The Truss Engineering has been designed for Exposure B while the plans have been designed for Exposure C. Please revise the truss engineering to meet the same wind design parameters of the plans. Two (2) copies of revised Truss Engineering required. 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- 37 y CITY OF SANFORD BUILDING & FIRE PREVENTION1 PERMIT APPLICATION Application No: tocumented Construction Value: $ 0itskoo l(0 3p, pp Job Address: h!'64 ;1- 3277/ Historic District: Yes No.® OWv— Parcel ID: 2 !!" l q 0 - 5gCY_ ZoC7-- D030 Residential 9 Commercial Type of Work: New X Addition Alteration Repair' Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: .3% g S'?%3i0 Fax: `io Email: 'i /'P./1+'r5ed^hD Yrtai/C Property Owner Information Name A&MAM, Street: I 1 au/ OGy W L- City,'State Zip: V, P Phone: Resident of property? Contractor Information Name v Phone: XI-7 f-5 -N 56, Street: %Bited Fax: At- _ City, -State Zip: State License No.: Architect/Engineer Information Name: _KO " Phone: Street: Fax: 0 7-30 -/32.2 City, St, Zip: 3 1 ( E-mail: kad @ ka d bpi Idi g des.g ns, cons Bonding Company: N IA Address: _ Mortgage Lender.: I i 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 1.05.3 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 Pemilt Application APPROVALS COMMENTS: 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 dyne in complipce with all applicable laws regulating construction and zoning. WffAffl, MY COMMISSION #FF198884 EXPIRES: FEB 12, 2019 a—ftd through 1st State Insurance Owner/Agent is-V Personally Known to Me or Produced ID Type of fD 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, kl Electrical [j Mechanical[ Plumbing Gas Roof Construction Type: V fij Occupancy Use: Flood Zone: Total Sq Ft of Bldg: 1 Z HH Min. Occupancy Load: # of Stories: 1 New Construction: Electric - # of Amps % 0 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No M ZONING: S 2 ... UTILITIES: ENGINEERING FIRE: WASTE WATER: BUILDING: 4F 6- Pa- 17 Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the 1. zoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. Revised: June 30, 20-15 rermit Application i V 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: % 9 -- 1,'l Documented Construction Value: $ 51500. 00 Job Address: (01(v Pint, keno&. 1 Sa4orJ 'Plonda 32171 Historic District: Yes No Parcel lD: 25 -1 q - 30 - 5ACh - 1206 —DOFF d Residential Commercial Type of Work: New T Addition Alteration Repair CO Demo Change of Use Move Description of Work: De-moliSh eXiSiinq 'pr Con5 rtZ*iAn of NeA,S b'FR. AS Mr+ o' S&m416 CoU/!f1/ reco i7F7vGf7GI'% ;t%lOf//Qti'1- Plan Review Contact Person: Na'nriS Tyre,l Title:ProyL* Phone: 39 1- q 4 5-2 930 Fax: n o -FoUc Email: es 01 bA m A-i I • corn Property Owner Information Name Tfa\JiS C1. RobinSor\ Phone: `i'o I' 4 31- 22.49 Street:. 1000 Vine. 1A\iL,_n e, Resident of property?: YES City, State Zip: Sah ora IPL 32. 1-11 Contractor Information Name re li Enjga sesiLLC, Phone: 321-'745'2y 3 , Street: 2(0(00 4' 11 uX covr4- Fax: Io a X City, State Zip: 34144 State License No.: U1C15 i 915 g Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the 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 construc#on and zoning. f ' Silpiature of caner/Agent Date J ! Print Owner/Agent's Name lT kmery Pubk • State of Florida Commisbion N FF 995410 My Comm. Expires Jul 2, 2020 Owner e t s a y n yM to Me or Produced ID _I Z_ Type of ID L- S 2q/ 1-7 Date A fo, S 1y, Iew Print Contractor/Agent's Name Si ature of Nota - -State DEBBIE BLANTON My COMMISSION # FF 178648 EXPIRES: February 25, 2019 Bonded Thru Notary Public Underwriters Contractor/Agent is Personallyown to Me or Produced ID Type of ID / BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ' No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Job Address: 1014 a em t CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • / I- / / J Documented Construction Value: $ 4/ 6DO. 00 Historic District: Yes No Z Parcel ID: R 5 - (a - 3 p- 6AC - 120E1- p030 Residential Commercial Type of Work: New Addition Alteration Repair Demo X Change of Use Move Description of Work: (A spa - Plan Review Contact Person: W AU 4 d4VV Phone: 3a-4 z 3 c Fax: -,,M 40 4c Email: +y rel e!'1EW ei S4UP, ho th%,p 1. "PV, V J _pI•, _''"""" Property Owner Information d Name o G CA>0 -o'lc.w Phone( 2 00 9 Street: Resident of property? City, State Zip: g" lkfj' 51-1q Contractor Information Name Phone: Street: Faxi -10 D City, State Zip: IQ 6 3 21W State License No.: Brier &/ r Architect/Engineer Information Name: /f Street: City, St, Zip: Bonding Company: Address: Phone: /--' Fag: 4: E-mail: Mortgage Lender: /Y 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'd Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to.your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in comnliance with all applicable laws regulating construe "on and zoning. 512 y 17 ature of Own r/ en t/ Date si6 of Con/Agent / Date Q ri- I Print Owner/Agent's DlanlM 1 Print Contractor/Agent's Name 5.I-/ tte efion — — Date KINDA MA IN MY COMMISSION OFF198884 EXPIRES- FEB 12, 2019 Bonded thr 1st State Insurance DEBBIE BLAN! ul" My COMMISSION # F 2178648EXPIRES'• FebruaryBondedThruNotaryPubk URU Owner/Agent is V Personally Known to Me or Contractor/Agent is. Personally own to Me or Produced ID Type of ID Produced ID Type of ID e. Iw BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical[], Mechanical Plumbing Gas RoofFl Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application I 24 West 4th Street Apopka, Florida 32703 Phone 407-880-6207 Fax 407-880-4558 Notice of Preventative Treatments for Termites As required by Florida Building Code (FBC) 104.2.6) Builder's Name Lot # 1 ,0r LA 5, Rai Au f Address of Treatment or Lof/Blocl4of Treatment City, State, Zip q f — 4& Date Time Applicator Product Used Chemical Used 572 laql 1&00 Gallons Applied % Concentration Area Treated (sq. ft.) Linear Feet Treated Stage of treatment (Horizontal, Vertical, Adjoining Slab, re -treatment of disturbed area) As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. NOTICE TO BUILDER: THIS SLAB MUST BE COVERED IMMEDIATELY AFTER THE PRE-TREATMENT, DO NOT LEAVE UN- COVERED OVER NIGHT AND IF YOU DIG, ADD FILL, REMOVE GRADE OR DISRUPT THE TREATED AREA IN ANY WAY THE BUILDER OR GENERAL CONTRACTOR MUST NOTIFY MERCER PEST CONTROL IMMEDIATELY. IT IS THE RESPONSIBILITY OF THE BUILDER OR GENERAL CONTRACTOR TO NOTIFY MERCER PEST CONTROL, INC. PRIOR TO THE POURING OF ANY SLAB THAT ABUTS THE ABOVE STRUC- TURE. EXAMPLE OF THOSE SLABS ARE DRIVEWAYS, PATIOS, PORCHES, THE PERIMETER OF THE ABOVE STRUCTURE MUST BE TREATED AFTER THE FINAL GRADE HAS BEEN ESTABLISHED IN ACCORDANCE WITH THE PESTICIDE LABEL AND THE FLORIDA STATUTE (FBC) 104.2.6 THIS FORM SHOULD NOT BE ACCEPTED AS PROOF OF COMPLETE TREATMENT. THIS FORM IS NOT PROOF OF WARRANTY. THIS FORM IS FOR INSPECTION, CONSTRUCTION AND FINANCIAL DRAWS ONLY. 7"O-46-/7 FIELD DENSITY REPORT Project: 1014 South Bay Avenue Date: 09/26/17 Address: Sanford, FL 32771 Project No.: 17-239 Client: Tyrell Enterprises Permit Agency: Contractor: Permit No.: Proctor No.: 9635 Max. Dry Density (PCF): 106.4 1 Opt. Moisture (%): 13.0 Technician: R. Jones Material Description: Soil: dark brown slightly silty fine sand with roots and rocks GENERAL LOCATION: Pad: house: subgrade TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 1 Porch area NE corner 1' 11.9 104.1 97.8 95 2 Porch area NE corner 2' 12.3 104.6 98.3 95 3 Master bedroom SE corner 1' 13.1 106.4 1.00.0 95 4 Master bedroom SE corner 2' 13.2 105.8 99.4 95 5 Bedroom #3 SW corner 1' 12.6 104.5 98.2 95 6 Bedroom #3 SW corner 2' 12.9 105.3 99.0 95 7 Kitchen area NW corner 1' 11.2 105.1 98.8 95 8 Kitchen area NW corner 2' 11.5 104.8 98.5 95 0 = top of pad Respectfully Submitted: cc: Harris Tyrell, Tyrell Enterprises (original, email) Warren J. Deatrick, P.E. Florida Registration No.: 13165 mkk This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of DEA. 942.5 Tradeport Drive • Orlando, Florida 32827 9 Ph: (407) 851-9776 • Fax: (407) 851-6115 PROCTOR COMPACTION TEST PROJECT: 1014 South Bay Avenue SAMPLED: 09/22/17 1 TESTED: 09/26/17 ADDRESS: Sanford, FL 32771 PERMIT #: - CLIENT: Tyrell Enterprises PROJECT #: 17-239 CONTRACTOR: _ TECHNICIAN: K. Graf PROCTOR #: 9635 SAMPLE LOCATION: Pad: building: grade MATERIAL DESCRIPTION: Soil: dark brown slightly silty fine sand with roots and rocks POINT NO. MOISTURE % DRY DENSITY (PCF) WET DENSITY (PCF) 1 9.9 105.6 116.0 2 11.8 106.4 119.0 3 13.7 1.06.4 121.0 4 15.4 1.03.8 119.8 This Proctor Compaction Test was performed in accordance with ASTM or A.A.S.H.T,O. Standard Practice for the Moisture Density Relationship of Soil. (ASTM D-1557 0 , ASTM D-698 =, AASHTO T-180 XO , ASTM D-558 or PCA 0,) Optimum Moisture 13.0 Maximum Dry 106.4Density Reviewed by, Warren J. Deatrick, F.E. Florida Registration No.: 13165 mkk 109 108 D R 107 Y 106 D E 105 N S 104 I T 103 Y 102 P C 101 F 100 8 9 10 11 12 13 14 15 16 11 MOISTURE CONTENT (% ) cc: Harris Tyrell, Tyrell Enterprises (original, email) This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of DEA. 9425 Tradeport Drive • Orlando, Florida 32827 • Ph: (407) 851-9776 • Fax: (407) 851-6115 w r WASH 200---ASTM D 1140-00 PROJECT: 1014 South Bay Avenue PROJECT #: 17-239 DATE SAMPLED: 09/22/17 ADDRESS: Sanford, FL 32771 PERMIT #: - DATE TESTED: 09/26/17 LIENT: Tyrell Enterprises TECHNICIAN: K. Graf CONTRACTOR:- PROCTOR #: 9635 LAB #: 6811 LOCATION: Pad: building: grade MATERIAL DESCRIPTION: Soil: dark brown slightly silty fine sand with roots and rocks LABORATORY DATA METHOD: A or B SOAKED: NO or YES TIME (HOURS): WEIGHT METHOD: DIRECT b) ORIGINAL DRY MASS (grams): 100.0 c) DRY MASS AFTER WASHING (grams): 97.1 THE SUM OF b - c (grams): 2.9 a = [(b-c)/b] x 100 a) % PASSING 200 SIEVE RETAINED 200 SIEVE 2.9 97.1 Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 mkk cc: Harris Tyrell, Tyrell Enterprises (original, email) This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of DEA. 9425 Tradeport Drive • Orlando, Florida 32827 ® Ph: (407) 851-9776 o Fax: (407) 851-6115 I 0" Florida Department of Transportation Network N-Trip Base ID - Sanford Elevations are based upon North American Vertical Datum 1988) Site Benchmark Information- 1 • Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 28.39' 2 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 28.60' Elevations Line Data L-1 S 00000'00" E 114.00' (P) S 00°01'56" E 113.75' (M) L-2 S 90°00'00" E 133.00'(P) S 00006'30" E 133.50' (M) L-3 S 90000'00" E 83.00'(P) S 00006'32" E 83.00' (M) L-4 N 90000'00" W 330.00'(P) N 89056'12" W 330.3V (M) U. & S. E. - Utility & Sidewall( Easement 1 Tenth Cam}reet- Fnd. Nail &Disk Asphalt Road) LB zzo) Lot 2 I N Block 12 J Lot 7 Block 12 N 90000'00" E 117.00' (P) Set'/" Rebar N 89°53'30" E 117.00' (M) Set %" Rebar ti yo aflo Cap "LB 7623" ti L & Cap "L8 7623" I ti 41.0' 2. 0' WPP Mail Box Q 1Lot8 6 I nT ti M Block 12 ti m a #2' ockLBb12 h OO c0 o 39.T ti 45.00' Stemwall Location 7.3' 25.0' j I I ry$. d w cu CD 1.9' 01 FFE-30.80' tea 1 p conc o i 21 oDON 0 a0 39.T A 51.4' 6^ 1Cn I a o 0 O LOT BlociPI 2 6 W$ Q O Lot 9 z z J b Block 12 Lr5 L Fnd.11/2" Rebar M No Identification) 41.0' 1 Set'/," Rebar 4' CLF wpP Cap "LB 7623" N 90°00'00" W 116.85' (M) I s o• N 90°00'00" W 117.00' (P) Lot 10 Lot 5 "BB" Block 12 Block 12 J I L-4 Asphalt Road) Elevenin Sireei i Fnd. 3i6" Rebar 50' Right -of -Way) Foundation Survey : 09-06-17 No Identification) in Asphalt Cut 1014 S BAY AVENUE SANFORD, FLORIDA 32771 N 1r w E44 S Graphic Scale 15' 30' 60' Scale: 1 "=30' FIELD DENSITY REPORT Project: 1014 South Bay Avenue Date: 09/26/17 Address: Sanford, FL 32771 Project No.: 17-239 Client: Tyrell Enterprises Permit Agency: Contractor: Permit No.: Proctor No.: 9635 Max. Dry Density (PCF): 106.4 1 Opt. Moisture (%): 13.0 Technician: R. Jones Material Description: Soil: dark brown slightly silty fine sand with roots and rocks GENERAL LOCATION: Pad: house: subgrade TEST TEST LOCATION Elev. Moist. Dry Dens. PCF Compact. Required Status 1 Porch area NE corner 1' 119 104.1 97.8 95 2 Porch area NE corner 2' 12.3 104.6 98.3 95 3 Master bedroom SE corner 1' 13.1 106.4 100.0 1 95 4 Master bedroom SE corner 2' 13.2 105.8 99.4 95 5 Bedroom #3 SW corner 1' 12.6 104.5 98.2 95 6 Bedroom #3 SW corner 2' 12.9 105.3 99.0 95 7 Kitchen area NW corner 1' 11.2 105.1 98.8 95 8 Kitchen area NW corner 2' 11.5 104.8 98.5 95 0 = top of pad Respectfully Submitted: cc: Harris Tyrell, Tyrell Enterprises (original, email) Warren J. Deatrick, P.E. Florida Registration No.: 13165 mkk This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of DEA. 9425 Tradeport Drive* Orlando, Florida 32827 *Ph: (407) 851-9776 • Fax: (407) 851-6115 PROCTOR COMPACTION 'PEST PROJECT: 1014 South Bay Avenue SAMPLED: 09/22/17 TESTED: 09/26/17 ADDRESS: Sanford, FL 32771 PERMIT #: - CLIENT: Tyrell Enterprises PROJECT #: 17-239 CONTRACTOR: - TECHNICIAN: K. Graf PROCTOR #: 9635 SAMPLE LOCATION: Pad: building: grade MATERIAL DESCRIPTION: Soil: dark brown slightly silty fine sand with roots and rocks POINT NO. MOISTURE % DRY DENSITY (PCF) WET DENSITY (PCF) 1 9.9 105.6 116.0 2 11.8 106.4 119.0 3 13.7 106.4 121.0 4 15.4 103.8 119.8 This Proctor Compaction Test was performed in accordance with ASTM or A.A.S.H.T.O. Standard Practice for the Moisture Density Relationship of Soil. (ASTM D-1557 0 , ASTM D-698 =, AASHTO T-180 , ASTM D-558 or PCA 0,) Optimum Moisture 13.0 Maximum Dry Density 106.4 Reviewed by, Warren J. Deatrick, P.E. Florida Registration No.: 13165 mkk 109 108 D R 107 Y 106 D E 105 N S 104 I T 103 Y 102 P C 101 F 100 8 9 10 11 12 13 14 15 16 17 MOISTURE CONTENT (% ) cc: Harris Tyrell, Tyrell Enterprises (original, email) This report is exclusivelZ for the use of the client indicated above and shall not be reEroduced except in full without the written consent of DEA. 9425 Tradeport Drive . Orlando, Florida 32827 o Ph: (407) 851-9776 o Fax: (407) 851-6115 N WASH 200---ASTM D 1140-00 PROJECT: 1014 South Bay Avenue PROJECT #: 17-239 DATE SAMPLED: 09/22/17 ADDRESS: Sanford, FL 32771 PERMIT #: - DATE TESTED: 09/26/17 LIENT: Tyrell Enterprises TECHNICIAN: K. Graf ONTRACTOR: - PROCTOR #: 9635 LAB #: 6811 LOCATION: Pad: building: grade MATERIAL DESCRIPTION: Soil: dark brown slightly silty fine sand with roots and rocks LABORATORY DATA METHOD: A or B SOAKED: NO or YES TIME (HOURS): WEIGHT METHOD: DIRECT b) ORIGINAL DRY MASS (grams): 100.0 c) DRY MASS AFTER WASHING (grams): 97.1 THE SUM OF b - c (grams): 2.9 a = [(b-c)/b] x 100 a) % PASSING 200 SIEVE RETAINED 200 SIEVE 2.9 97.1 Reviewed by, Warren J. Deatrick, P.E. Florida Registration No. 13165 mkk cc: Harris Tyrell, Tyrell Enterprises (original, email) This report is exclusively for the use of the cheat indicated above and shall not be reproduced except in full without the written consent of DEA. 9425 Tradeport Drive o Orlando, Florida 32827 o Ph: (407) 851-9776 o Fax: (407) 851-6115 Florida Department of Transportation Network N-Trip Base ID - Sanford Elevations are based upon North American Vertical Datum 1988) Site Benchmark Information- 1 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 28.39' 2 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 28.60' Elevations Line Data L-1 S 00000'00" E 114.00' (P) S 00001'56" E 113.75' (M) L-2 S 90000'00" E 133.00'(P) S 00'06'30" E 133.50' (M) L-3 S 90000'00" E 83.00'(P) S 00006'32" E 83.00' (M) L-4 N 90'00'00" W 330.00'(P) N 8905612" W 330.3V (M) U. & S. E. - Utility & Sidewalk Easement FOUNDATION SURVEY LOT 3 AND 4, BLOCK 12, TIER G, TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 115, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Lot 7 Block 12 Lot 8 Block 12 Lot 9 Block 12 Lot 10 Block 12 Flood Information: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: GWENDOLYN L. STOKES I I Set 1/2' Rebar Cap "LB 7623" 1 I O O M LU O CV - M O cfl t 5 O Oo Oo Zz LLJ I U I I ^ I Set'/2' Rebar Cap "LB 7623" Lot 2 Block 12 tvv r °iyi • vi-v vay/ - Tenth Street - Asphalt Road) N 90b00'00" E 117.00' (P) N 89053'30" E 117.00' (M) L n1 3 Block 12 39.7' 9' 39.T LOT 4 BlocV12 0 9' I•-1.9' I QQQ I Fnd. Nail & Disk I (LB 220) I CN J t I I j Ilb Set %;' Reber I I ti6 & Cap "LB 7623" I WPP Mail I I T rn I I p ti1b L7 op I b #2 I 7.3' I j I25.0' Stemwall4500, 1cNiio Location N FFE=30.80' E 0 514' - L f t Cone. a m t L I Q L Wnu,6 Co II I I 10 Fnd.11/2" Rebar M d No Identification) NIP 1 j 41.0' 4' CLF , WPP N 90'0LT0'00" W 116.85' (M) i Boo• N 90000'00" W 117.00' (P) 1.4 — Lot 5 "BB" Block 12 Asphalt Road) - - Eleventn Street 50' Right -of -Way) I — jln 19 I L-4 - _ _ _ _ _ _ _ Graphic Scale i Find. Sic' Rebar No Identification) 0' 15' 30' 60' Foundation Survey : 09-06-17 in Asphalt Cut Scale: 1 "=30' 1014 S BAY AVENUE SANFORD, FLORIDA 32771 Field Date:9/5/2017 Date Completed: 9/6/2017 -NOTES Survey Is eased upon the Legal Description Supplied by Client. I hereby certify that ;his Boundary Survey of the some Described Property Is Drawn By: N.F. File NwTlber: IS-36745 FO .Abutting Prppertles Deeds have NOT been Researched for Gaps, Overlaps and/or Katus True and Correct o he Best ofnyKnowledge and 8elle(as recently Su veyed Subject to am, Easements and/w Restrictions of Record. under my Direction on the Date Shown, Based on Information furnished to Me ceasing basis>1:cwr harem:, is hssumed and3ased upon [he'_ira Denc =dwith a'BB`. ass —tau arvi Guninnn" rn my S,enrinm.1?r ,i—inr._nnn P - OVtt Of rLrraNre 9 Surveying n the Slate of Fonda 1n accwtsnca with Crispier 5J-17A52 FlondaC •Calculated J C P >Buildin Tiesare NOTtobe usedto reconstruct Property Lines. IptyAdministrativeCodes, vwsuant' n 4T% 27 Florida Statutes. c - concrete Pg. - Page >Fence Ownership is NOTgroundetermined. t C3 - Concrete E10cSe FI - Point Or Intersection 'Roof Overhangs,URderground Utilities and/or Footers have NOT been located UNLESS gt;OK pI' CM Concrete Monument < P.eafir;. n P.O.B. -Point of Beginning otherwisenoted. // FOR COnC, • ConcreteP.O.L.-Point on Line >Septic Tanksand/or Drainfield locations are approximate and MUST be verified by ° D -DescriptionPP •Power Pole appropriate Utility Location Companies. > 9As v PIRM DE • DrainageEasement ° 9 PRM - Permanent Reference 'Use of This Survey for Purposes other than Intended, Without Written Verification, Will be Esmt. -EasementMonumentattheUser's Sole RiskandWithout Liabilit to the Patrick K. Ire[ hc,'`,."'t0aa ` 6637 LB 7623 F.E.M. A Federal Emergency Y yor. Nothing Hereon shall he r9 OY PT-PointofTangency Construed to give ANY Rights orBenefitstoAnyoneOtherthanthose Certified. ThisSufveyisintend 'Y se of Said Certified Parties, Management Agency R -RadiusThisServey 'JALIC UN and SmCossed ilh Surveyors Seal. FFE -Finished Floor ElevationRad. - Radial-PUIN750F INT-caeS i- - Fnd. - Found R&C - Rebar & Cap j (l L - Iron Pipe Rec. - Recovered NONE VISIBLE Inland & Associate's I t rvcying Inc. M Measured ) Rfd. - RoofedfarN&D - Nail & Disk Set Set %Cap LB& 7623" 13.01 S. Intemalional Parkway Suite 2001 N.R - Non -Radial Typ. - Typical Lake Mary, Florida 32746 ORB - Official Records Book UE - Utility Easement www.Irelandsurveying.com P - Plat WM - WaterMeterP.B. • Plat Book p - Delta (Central Angle) f Office-407.678. 3366 Fax-407.320.8165 Wood Fence -0- - Chain Link Fence o. IJ evision M/ Response to Comments City of Sanford Cr,", Building & Fire Prevention Division OCT 1 7 ` Ph: 407.688.5150 Fax: 407.688.5152 j i Email: building@sanfordfl.gov e r7 .T l Permit # Y 1 ` —' V lq Submittal Date 10 l ao i Project Address:. 'U I I Q Contact: /"- ' A Ph: ,7 77 , P Fax: Ab Email: 'Vrelle l,-p•se3 G'rai/. oh'1 Trades encompassed in revision: Building L< Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building General description of revision: ROUTING INFORMATION Approvals VT 311 XZ4,&/ SA IA FW CORD COPY I-- - m ok" N 7t MA RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method 0 1 Project Name: Stokes Home Reconstruction Builder Name: Tyrell Enterprises, LLC Street: 1014 S. Bay Avenue Permit Office: City of Sanford s4NFORD City, State, Zip: Sanford, FL, 32771 Permit Number:./, - 1 5 1 9Owner: Gwendolyn Stokes Jurisdiction: Bfi y o1 s nford OFP R`` Design Location: FL, Sanford County:: seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1214.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=8.0 1214.70 ft2 b. WA R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1158.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1158.00 ft2 6. Conditioned floor area above grade (ft2) 1158 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. WA R= ft2 11. Ducts R ft2 7. Windows(101.1 sqft.) Description Area a. Sup: Main, Ret: Main, AH: Main 6 231.6 a. U-Factor: Dbl, U=0.29 101.13 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 14.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 18.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.522 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1158.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1158.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, WHF Total Proposed Modified Loads: 33.02 Glass/Floor Area: 0.087 C c 7 7PASSTotalBaselineLoads: 39.85 1 hereby certify that the plans and specifications covered by Review of the plans and tliE S7,41 this calculation are in compliance with the Florida Energy specifications covered by this Q Code. calculation indicates compliance ya„ ' ; •++ OwiththeFloridaEnergyCode. ti trrrr 3 u PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I Q y I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COP WE t¢ OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 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. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 5/15/2017 11:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Stokes Home Reconstruction Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1158 Lot # Owner: Gwendolyn Stokes Total. Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Tyrell Enterprises, LLC Rotate Angle: 0 Street: 1014 S. Bay Avenue Permit Office: City of Sanford Cross Ventilation: No County: seminole Jurisdiction: City of Sanford Whole House Fan: Yes City, State, Zip: Sanford , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % 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 1158 9264 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 553 4424 Yes 1 1 Yes Yes Yes 2 Bedroom 3 152 1216 No 0 1 1 Yes Yes Yes 3 Bathroom 2 46 368 No 0 0 1 Yes Yes Yes 4 Bedroom 2 130 1040 No 0 1 1 Yes Yes Yes 5 Bathroom 1 45 360 No 0 0 1 Yes Yes Yes 6 Master Bedroom 232 1856 No 0 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 69.6 ft 553 ft2 1 0 0 2 Slab -On -Grade Edge Insulatio Bedroom 3 26 ft 152 ft2 1 0 0 3 Slab -On -Grade Edge Insulatio Bathroom 2 . 6 ft 46 ft2 1 0 0 4 Slab -On -Grade Edge Insulatio Bedroom 2 13 ft 130 ft2 1 0 0 5 Slab -On -Grade Edge Insulatio Bathroom 1 6 ft 45 ft2 1 0 0 6 Slab -On -Grade Edge Insulatio Master Bedroom 25 ft 232 ft2 1 0 0 5/15/2017 11:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insuf. deg) 1 Gable or shed Composition shingles 1295 ft2 290 ft2 White 0.96 No 0.9 No 0 26.6 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC' 1 Full attic Vented 300 1158 ft2 N N' CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 553 ft2 0.11 Wood 2 Under Attic (Vented) Bedroom 3 30 Blown 152 ft2 0.11 Wood 3 Under Attic (Vented) Bathroom 2 30 Blown 46 ft2 0.11 Wood 4 Under Attic (Vented) Bedroom 2 30 Blown 130 ft2 0.11 Wood 5 Under Attic (Vented) Bathroom 1 30 Blown 45 ft2 0.11 Wood 6 Under Attic (Vented) Master Bedroom 30 Blown 232 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar AhSorle Below 1 W Exterior Concrete Block - Int InsuBedroom 3 8 12 8 96.0 ft2 0 0.75 0 2 S Exterior Concrete Block - Int InsuBedroom 3 8 13 4 8 106.7 ft2 0 0.75 0 3 S Exterior Concrete Block - Int Insul$athroom 2 8 6 8 48.0 ft2 0 0.75 0 4 S Exterior Concrete Block- Int InsuBedroom 2 8 13 2 8 105.3 ft2 0 0.75 0 5 S Exterior Concrete Block - Int InsuBathroom 1 8 6 0 8 48.0 ft2 0 0.75 0 6 S Exterior Concrete Block - Int InsMaster Bedro 8 13 8 8 109.3 ft2 0 0.75 0 7 E Exterior Concrete Block - Int InsMaster Bedro 8 12 4 8 98.7 ft2 0 0.75 0 8 N Exterior Concrete Block - Int InsMaster Bedro 8 6 8 8 53.3 ft2 0 0.75 0 9 E Exterior Concrete Block - Int Insul Main 8 11 8 8 93.3 ft2 0 0.75 0 10 N Exterior Concrete Block- Int Insul Main 8 45 8 360.0 ft2 0 0.75 0 11 W Exterior Concrete Block - Int Insul Main 8 12 8 96.0 ft2 0 0.75 0 DOORS Omt Door Type Space Storms U-Value. Width Height Area Ft In Ft In 1 E Insulated Main None 46 3 6 8 20 ft2 2 W Insulated Main None 46 6 6 8 40 ft2 5/15/2017 11:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 i FORM R405-2014 WINDOWS Orientation shown is the entered, Pro osed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 2 Vinyl Low-E Double Yes 0.29 0.23 16.2 ft2 24 ft 0' in 0 ft 16 in Drapes/blinds None 2 S 4 Vinyl Low-E Double Yes 0.29 0.23 16.2 ft2 0 ft 24 in 0 ft 16 in Drapes/blinds None 3 S 5 Vinyl Low-E Double Yes 0.29 0.23 4.0 ft2 0 ft 24 in 0 ft 16 in Drapes/blinds None 4 E 7 Vinyl Low-E Double Yes 0.29 0.23 32.4 ft2 0 ft 24 in Oft 60 in Drapes/blinds None 5 N 10 Vinyl Low-E Double Yes 0.29 0.23 32.4 ft2 Oft 24 in 0 ft 16 in Drapes/blinds None INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 911.2 50.03 94.08 .219 5.9018 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 18 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 14.5 kBtu/hr 360 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.95 40 gal' 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply — — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Main 6 231.6 ft Main 57.9 ft2 Prop. Leak Free Main -- cfm 34.7 cfm 0.03 0.50 1 1 5/15/2017 11:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software . Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: None Ceiling Fans: CoolingJan HeatinHJan Feb Feb Mar Mar kiA r pr Ma May Jun Jun Jul Jul rlAu AuSep rlSeOct Oct Nov Nov Dec Dec Ventin Jan Feb Mar X Apr [ May Jun Jul Aug Se Xl Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating ( WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 5/ 15/2017 11:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area {ft2 7. Windows" Description a. U-Factor: Dbl, U=0.29 SHGC: SHGC=0.23 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A. SHGC: Area WeightedAverage Overhang Depth: Area Weighted Average SHGC: 1014 S. Bay Avenue, Sanford, FL, 32771 New ( From Plans) 9. Wall Types Insulation Area Single- family a. Concrete Block - Int Insul, Exterior R=8.0 1214.70 ft2 b. N/A R= ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1158.00 ft2 1158 b. N/A R= ft2 Area a c. N/ A R= ft2 11. Ducts R ft2 101. ft2 a. Sup: Main, Ret: Main, AH: Main 6 231.6 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 14.5 SEER:15.00 8. Floor Types Insulation a. Slab - On -Grade Edge Insulation R=0.0 b. N/ A R= c. N/ A R ft2 13. Heating systems a. Electric Heat Pump 5.522 ft. 0.230 Area 14. Hot water systems 1158.00 ft2 a. Electric ft2 b. Conservation: features ft2 None 15. Credits 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: kBtu/hr Efficiency 18.0 HSPF:8.50 Cap: 40 gallons EF: 0. 95 CF, WHF 04 gJAE S7,gp, t,1, C0WEIR 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. 5/15/ 2017 11:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method Form R405 Duct Leakage Test Report Performance Method Project Name: Stokes Home Reconstruction Street: 1014 S. Bay Avenue City, State, Zip: Sanford , FL , 32771 Design Location: FL, Sanford Builder Name: Tyrell Enterprises, LLC Permit Office: City of Sanford Permit Number: Jurisdiction: City of Sanford Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage Total Conditioned. Floor Area) Qn,Out) I certify the tested duct leakage to outside, Qn, is not greater than the proposed duct leakage Qn specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: a 5/15/2017 11:16 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Stokes Home Reconstruction Builder Name: Tyrell Enterprises, LLC Street: 1014 S. Bay Avenue Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Gwendolyn Stokes Jurisdiction: City of Sanford 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/door jambs 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 and cantilevered floors) of 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 5/15/2017 11:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORMR405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildinq Performance and Prescriptive Methods ADDRESS: 1014 S. Bay Avenue 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.expansioa and contraction. R4024. 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 blower door ata 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, shalt be open; 4.. Exterior doors for continuous ventilation systems and heat recovery ventilators shalt 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 leakage. Windows, 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. AAMA/ WDMA/CSA IOl/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. 0 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. O R403.2.2 Sealing (Mandatory)AII 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: I. 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 Ott' inches w.g (25Pa) 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 orequali to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 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. 5/ 15/2017 11:16 PM 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- cavitiesshall not be used: as. ducts or plenums. R403.3 Mechanical system piping insulation, (Mandatory). Mechanical system piping. capable of carrying fluids. above 105'17 (41:°C) or below 55"F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 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. u 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. Externalheat traps shall' consist of either 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. O 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 beselected so that its total capacity is not lessthan 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. 5/15/2017 11:16 PM 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 accordancewith 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: 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. 0 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 heatersmanufactured on orafter 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 deemedin 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 shalt 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. 0 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 0 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. 5/15/2017 11:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 Florida Department of Transportation Network N-Trip Base ID - Sanford Elevations are based upon North American Vertical Datum 1988) Site Benchmark Information- 0#1 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 28.39' A'#2 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 28.60' A16 Elevations Line Data L-1 S 00000'00" E 114.00' (P) S 00001'56" E 113.75' (M) L-2 S 90000'00" E 133.00'(P) S 00006'30" E 133.50' (M) L-3 S 90000'00" E 83.00'(P) S 00006'32" E 83.00' (M) L-4 N 90000'00" W 330.00'(P) N 89056'12" W 330.31' (M) Fnd. Nail U. & S. E. - Utility & Sidewalk Easement I BOUNDARY SURVEY Legal Description: Lot 7 Block 12 Set %" Reber Cap "LB 7623" Lot 8 Block 12 a O U_J M W tom L Nr 0 0 0 Q 00 Lot 9 z z Block 12 I I I — Set 35" Reber Cap "LB 7623" Lot 10 I Block 12 Tenth Street I, Fnd. Nail & Disk N Asphalt Road) I (LB 220) 1 N 90000'00" E 117.00' (P) Asphalt Road) — Eleventh Street 50' Right -of -Way) LOT 3 AND 4, BLOCK 12, TIER G, TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 115 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Flood Information: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/215/2007. CERTIFIED TO: GWENDOLYN L. STOKES L-4 1014 S BAY AVENUE SANFORD, FLORIDA 32771 Field Date:5/1/2017 Date Completed: 5/2/2017 Drawn By: A.A. File Number. IS-36745 Legend- Pc Point or Curvaturec,te`rlr,ad Concrete BlockPIa CIR Concrete Monument PdM of Intersection P.O.B. - Point of BeginNrtg Canc. Concrete P.O.L. -Pont on Lute D Description PP •Power Pole DE Drefrtape Easemern PRM • Permanent Reference Esmt Eesamern Monuntern F.S MA -Federal Emerpertty PT - point of TanpertqMarteparrternApetttyR - Barrios FFE Finished Floor Ek[vation Red. -Radial Fnd. Found R3C - Ralw &Cep IP IronPips Rec. • Ramvered L Length (Arc) Rfd. -Roofed Set Set h" Reber 3 N6D Na6 6DiNt Reber "L8 7623' N. R Non-Radial Typ. - Ty ORB Official Records Book UE • Lltity Easement P plat WM -water Meter P. 3. Plat Book A - Dette (Contra] Angle) Wood Fence 0- -Chain l.xtlt Fence RECORD COPY Y c Catc, Ok to construct Single Family house as shown on plan. Meets area and dimension regulations for the s_ 1zoning district. Per Schedule J, at least one (1) tree shall be located in the required front yard. II I Fnd, 3/8" Reber No Identification) in Asphalt Cut NOT[ 5- Survey is Based upon the Legal Description Supplied by CfrenL Abuttkp Properties Deeds have NOT been Researche• d for Wps, Overlaps and/or Hiatus. Subjett to any Easements and/or Restrictions of Record. Bearing bash shown hereon, is Assumed and Based upon the Line Denoted with a'BB'. Bulldhg Ties an! NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. Roaf OvsHsangs, Underground Utilities and/or Footers have NOT been touted UNLESS otherwise noted. Septic Tanks and/or Drain"ekl locations are approximate and MUST be verified M appropriate U[Nlry location Companies. Use of This Survey for Purposes other than Intended, Without Written Verifiu[bR Wig be at the users Sole Risk and Without Liability to the Surveyor. Nothing Menton shall be Construed to glue ANY Rights or Benefits to Anyone Other than Nose Certified. POINTS OFINTEREST- NONEVISIBLE Scale 0' 15' 30' 60' Scale: 1 "=30' I hereby C.ertrY that this Boundary survey of Bte above Described Progeny is True and Correa b the east of rtp, Krtowledse w BaBef ae recently surveyed under my Direction on the Gab Shown, Bard ari htfortrteaon furnished to Me an Noted and C&itorms to the Standard of Fhaeilce for Lend Surveying In the State ,t FklHtla In xcadau;e vrah Chapter 5,1-17.0.52 FkMdeAdministrative Codas. Pursuant g ^,bn 472,Q27 FbrMa Statutes. LB Ireland & Associates Surveyirg, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.lrelandsu rvt3ying.com Office-407. 678.3366 Fax-407.320.8165 RECORD COPY wtrsM wu.W cass tr i....R TR i3 JA! FinoI' 0 MASTER - EEDFUDU M WLAI&L SM Pr. GAL ALATION Lr~ uWar. FLOOR PLAN rwaec.N aesr. T" ; -cr INCT LA OUT Pit K tchen vtn+ tv ey.+erioC t-hv,ovgh roof RECORD COPY I I JL2."'Jrp I 1 1 14, I L AVTv&ISd Q 1 I 4.M A AV lT'tkE i i, siv ILD/^ 0 SANFORp _ O Aq R^ 17- 151:9 Standard Truss & Root Supply, Inc 608 N. 12th Street Haines City, FL 33844 Ph. (863) 422-5964 Fax (863) 421-2201 t I I I I I c? 00io 1-00-00 P- IT-0 1.- 11-08-00 12-64-00 24-00-00 1 NEW RES. ustomer TYRELL ENTERPRISES iite Address, 1016 PINE AVE ity, ST, ZIP SANFORD, FL ales Rep: Jay j Job #: JR218-17- Due Date: Scale: N.T.S. Date: 5/5/2017 TC Live: 20.0 mist= TC Dead: 7.0 Ib/n' BD Live: 0.0min° BC Dead: 10.0 min= Total: Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek a RE: JR218-17 - NEW RES. Site Information: Customer Info: TYRELL ENTERPRISES Lot/Block: Address: 1016 PINE AVE City: SANFORD RECORD COPY Project Name: NEW RES Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: .MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 5 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T11346300 1 T-01 6/13/17 12 1 T11346301 1 T-02 1 6/13/17 1 13 T11346302 f T-03 6/13117 14 1 T11346303 1 T-04 1 6/13/17 1 15 1 T11346304 1 T-05 1 6/13/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Standard Truss & Roof Supply. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e. g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 11111111I/I/ W S GENj- No 34869 ' o: :j= O: ' STATE OF 44 4OR10P, N i, JuliusLee PE No.34869 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL33610 Date: June 13, 2017 Lee, Julius 1 of 1 Job Truss Truss Type 0ty Ply NEW RES. T11346300 JR218-17 T-01 Common Supported Gable 1 1 Job Reference (optional) Standard Truss & Root Supply, Haines City, Florida 33844-4400 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Jun 13 07:58:44 2017 Page 1 I D:ghsSi dvT2e7gMnGl V8usZ 1 zJZhP-i N kYdeSOJ?w I rC5bO DMj2Ui LhMJOY024K9iv_6z6lvv 1-4-0 6-2-0 12-4-0 13-8-0 1-4-0 6-2-0 6-2-0 1-4-0 i 4x4 = Scale = 1:24.5 3X4 — 3X4 — LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 9 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.01 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S PLATES GRIP MT20 244/190 Weight: 56 lb FT = 10 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-4-0. lb) - Max Horz 2=103(LC 1 1) Max Uplift All uplift 100 lb or less at joint(s) 13, 14, 11, 10 except 2=-154(LC 12), 8=-154(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-132/278, 6-11=-132/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3)-1-4-13 to 1-7-3, Exterior(2) 1-7-3 to 6-2-0, Corner(3) 6-2-0 to 9-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 14, 11, 10 except Qt=lb) 2=154, 8=154. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 01.7473 rev. l aV3/2015 BEFORE USE. _ Design valid (or use only with MlTek® connectors. this design is based only upon parameters shown, and Is for an individual building component, not -" - V a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ppwildingdesign. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• Is always required for stabilliy and to prevent collapse with possible personal injury and property darnage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 0 Job Truss Truss Type Oty , Ply NEW RES. T11346301 JR218-17 T-027 Common Structural Gable 1 1 Job Reference (optional) Standard Truss & Roof Supply, Haines City, Florida 33844-4400 8.010 s Apr 20 2016 MITek Industries, Inc. I ue Jun 13 01:5B:45 2017 Page 1 ID:ghsSidvT2e7gMnGIV8usZ1 zJZhP-AZlxr_T14J29SMgoxxtybiFVMmal HigEZpRSXYz6lvu 1-4-0 6-3-4 12-0-0 17-8-12 24-0-0 25-4-0 1-4-0 6-3-4 5-8-12 5-8-12 6-3-4 1-4-0 3x4 = 4x6 = 15 14 13 J 12 11 42 10 9 3x4 = 3x4 = 6x6 = Scale = 1:47.2 8-2-3 13-0-0 15 24-0-0 I 8-2-3 4-9-13 2-9-13 8-2-3 Plate Offsets (X Y)-- 2:0-2-0 Edgej [4:0-2-0 0-0-0) [6 0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSL DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.06 8-37 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) 0.18 8-37 761 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 160 lb FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-0-0 except (jt=length) 6=0-8-0, 9=0-3-8. Ib) - Max Horz 2=182(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 15 except 2=-167(LC 12), 12= 433(LC 12), 6=-295(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11, 13, 14, 15, 9,2 except 2=253(LC 21), 12=911(LC 1), 6=669(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=0/278, 4-5=-577/339, 5-6=-763/345 BOT CHORD 6-8=-191/621 WEBS 4-8=-197/481, 5-8=-346/298, 4-12=-699/312, 3-12=-342/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. ll; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except Qt=lb) 2=167, 12=433, 6=295, 2=167. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with MITek9 connectors. this design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent Iacing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erecllon and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312 Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty , Ply NEW RES. T11346302 JR218-17 T-03 Common 3 1 Job Reference (optional) Standard Truss & Roof Supply, Haines City, Florida 33844-4400 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Jun 13 07:58:46 2017 Page 1 I D: q hsSidvT2e7gMnGl V8usZ 1 zJZh P-flsJ2KTfrdAO4 W E_VeOB8vnfhAsAOBX NoTB?3?z6lvt 1-4-0 6-3-4 12-0-0 17-8-12 1 24-0-0 25-4-0 1-4-0 6-3-4 5-8-12 5-8-12 6-3-4 1-4-o m 0 4x4 = o 3x4 — 1.5x4 11 3x6 = 4x4 = 6-3-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 10.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.53 BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=496/0-8-0, 8=1153/0-8-0, 6=439/0-8-0 Max Horz 2=-182(LC 10) Max Uplift 2=-231(LC 12), 8=-396(LC 12), 6=-202(LC 12) Max Grav 2=521(LC 21), 8=1153(LC 1), 6=476(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-484/168, 3-4=0/259, 4-5=-41/320, 5-6=-297/165 BOT CHORD 2-1 0=-1 1/407, 8-10= 11/407 WEBS 3-8=-550/311, 4-8=-514/261, 5-8=-426/351 3x8 = 11-4-0 DEFL. in (loc) I/dell Ud Vert(LL) -0.21 8-16 >640 240 Vert(TL) -0.54 8-16 >251 180 Horz(TL) 0.01 8 n/a n/a Scale = 1:47.2 PLATES GRIP MT20 244/190 Weight: 112 lb FT = 10% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=231, 8=396, 6=202. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. _ Design valid refuse only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component. not - a truss systern. Before use, the building designer must verity the appiicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property darrrage. for general guidance regarding the fabrication, storage, delivery. erection and bracing of tnrsses and truss systems, se.eANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA'2'2314. Tampa, FL 33610 Job Truss Truss Type City, Ply NEW RES. T11346303 JR218-17 T-04 Common 22 1 Job Reference (optional) Standard Truss & Roof Supply, Haines City, Florida 33844-4400 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Jun 13 07:58:47 2017 Page 1 I D: ghsSidvT2e7gM nG I V8usZ1 zJZhP-7yQhGg U HcwltigpA3MwQg7Kr7aFGlj?XO7wZb Rz6lvs 1-4-0 6-3-4 12-0-0 17-8-12 24-0-0 25-4-0 r 1-4-0 6-3-4 5-8-12 5-8-12 6-3-4 1-4-0 Scale = 1:43.2 4x6 = I 0 3x4 = 3x4 = 3x6 = 3x4 = 3x4 = 8-2-3 15-9-13 + 24-0-0 8-2-3 7-7-11 8-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.12 8-10 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) 0.25 8-10 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS PLATES GRIP MT20 244/190 Weight: 111 lb FT = 10 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1044/0-8-0, 6=1044/0-8-0 Max Horz 2=182(LC 11) Max Uplift 2=-414(LC 12), 6=-414(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1590/633, 3-4=-1406/627, 4-5=-1406/627, 5-6=-1590/633 BOT CHORD 2-10=-421/1403, 8-1 0=- 195/922, 6-8=-450/1357 WEBS 4-8=-183/570, 5-8=-334/293, 4-10=-184/569, 3-10= 334/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2)-1-4-13 to 1-7-3, Interior(1) 1-7-3 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=414, 6=414. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %2" gypsum sheetrock be applied directly to the bottom chord. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev. 1010312015 BEFOREUSE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not all' l iii a truss system. Beforeuse. the building designer must verify the applicability of design parameters and properly incorporate this design into The overall building design. Bracing Indicated Is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent is always required forstability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty, Ply NEW RES. T11346304 JR218-17 T-05 Common Supported Gable 1 1 Job Reference (optional) Standard Truss & Root Supply, Haines City, Florida 33844-4400 1-4-0 1-4-0 12-0-0 12-0-0 8.010 s Apr 20 2016 MiTek Industries, Inc. Tue Jun 13 07:58:48 2017 Page 1 I D:ghsSi dvT2e7gMnGl V8usZ 1 zJZhP-b8z3T?VvN EQkJpONd3RfDKt 11 _hwU Cwg Fng67tz6lvr 44 = 12-0-0 1-4-0 Scale = 1:43.7 3ix4.= 26 25 s 24 23 22 21 20 19 18 17 16 3x4 6x6 = 24-0-0 24-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(ILL) 0.01 15 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) 0.01 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight: 131 lb FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-0-0. lb) - Max Horz 2=182(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except 2=-129(LC 12), 14=-129(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 6-7=-84/255, 7-8=-111/327, 8-9=-111/333, 9-10=-84/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=241t; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Corner(3)-1-4-13 to 1-7-3, Exterior(2) 1-7-3 to 12-0-0, Comer(3) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 25, 26, 20, 19, 18, 17, 16 except Qt=lb) 2=129, 14=129. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev. 10/03)2015 BEFORE USE. Design valid for use only with MilekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design pararneiers and properly incorporate this design into the overall 111 building design. Bracing indicated is to prevent twckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with rx>ssitAe personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erecfion and bracing of trusses and truss systems, seeANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. Tampa, FL 33610 VV 7 p D ao 00 y o2 m Z m X N I; r mA OW F I IZOa D O -MiA cr OQada65- n "o0 o Ofl O mZ ZmQ_ QWo3Qm N Q aa,C) O m mo c °X e(D m v Q QOQ (p (D O O ri N Q . D 3 N«Q_ O Q3 O ON G-0 o O O 7 acn 3 v (DaC •Q WOQ_ OQO -'=Q Q° 30 O(Q ( D a °(D 0 Ql(D3(T 3(ODQ3 °_ (D R(DQ T o° °*m m °° ( D O a°c(p - 0 ° 3( D j— N=cnCOo' mooQ o Z QDm m QQ ° om°o Z m ° Q Q 0-0 ( o , Q 3 Q Q Q o m (Do 0 3° 0- — Q? D Drom(--,Q T o-n-(T (paa7 "Q 00 O O — oo<co ,QQ0 Quo —3m_; _ o(D c m 4m O o °(Q oo (D N m- Z Q O 0 o ( Q Q 7 N 0 0_ (D N ° (D (D ° X O 3 ° (D < (Q O p - Q (D (D D QQ OD 0— ° O- (D 00 Q .Q N 7 (D O (D y Q0 CQ 0076° 0D QN O _Q X 0 Q c Q_ w O (Q : 7 O N 7 (D D (n r =' m m _0 Z n D - TOP CHORD D (n ( D c c:cn n ;oa= mAO D C ( D OW cn C mp yZN v N Vl v D D Q W (D cmi)m CL -0 0 mZ mm n N n v ci —i 1 C) O n N? M zZ O Q (D 5 (D W cn v N m N m W cn D ( D N (O NDN D "' u) D v O (i / D O N N N (D cmn m 'p m > . 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Q Q 3 Q (D Q CQ y (D N N(Q D . a ° mQ o n o U.(D (D a o Q (D mo N o o ( D nD o p 3 < (D T c (( D 3 3C -.I. m RECORD •' Cittv of Sanford Y Building and Fire PreventiolY ® 3' Product Approval Specification Form 1" D T'I Permit # # 1 7 - 1 5 1 9 kSANFORDARrt , Project Location Address 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_fiortdabuiid1na.oro. 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 Descri tion Florida Approval # include decimal 1. Exterior Doors Swinging b 2— Sliding VVEN MOWS S 5 7 Sectional Roll U Automatic Other 2.Windows Singfe.HmgV101 MMM a Horizonatad S der K- Casemeem s IA`bie Htmg Fmd l f Ammir F l mow. 3 H I tl.; yi wWBreaker Du .Ac S a MA Category! Subcategory Manufacturer Product Description Florida Approval # includin decimal 3. Panel Walls Siding Soffits r! V f r 12-11 r. Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt ShinglesA jO/Zj4. / Underla ments D f- Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing 7( 1 E.P.S. Roof Panels Roof Vents Ow Mae Vw Other June 2014 Category! Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Sri s Tree 1,, .+,rj4'Sat Y w 11Ms rf BCIS Home Log In ! User Registration Hot Topics is Submit Surcharge V. Stats & Facts % Publications FBC Staff BCIS Site Map 2 Links Search Florida 12 Product ApprovalB,- Public User fiyxr' USER: a+t n.Arai Product Approval Menu > Product or Application Search > Application List > Application Detail e FL# FL11136-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging_ Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Product Approval Method Method 1 Option A Year 1994 1994 1994 Date Submitted 10/20/2016 Date Validated 10/23/2016 Date Pending FBC Approval Date Approved 10/30/2016 Summ_ ! of Products FL # Model, Number or Name Description 11136.1 Contours Steel, Steel Edge 3'-0" x 6'-8", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R5 C CAC NI011233-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R5 II DC9970-1 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R5 AE PER3389.odf Created by Independent Third Party: Yes 11136.2 Contours Steel, Steel Edge 3'-0" x 6-8", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R5 C CAC NI011233-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11136 R5 II DC9970 Instal lation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R5 AE PER3390.odf Created by Independent Third Party: Yes 11136.3 Contours Steel, Steel Edge 3'-0" x 8'-0", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R5 C CAC NI011232-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +61/-65 Installation Instructions Other. FL11136 R5 II DC9970-1 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R5 AE PER3389.odf Created by Independent Third Party: Yes 11136.4 Contours Steel, Steel Edge 3'-0" x 8'-0", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11136 R5 C CAC NI011232-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2020 Design Pressure: +61/-65 Installation Instructions Other: FL11136 R5 II DC9970 Instailation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R5 AE PER3390.odf Created by Independent Third Party: Yes 11136.5 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque,.Single Door, Inswing Limits of Use y Certification Agency Certificate u _ Approved for use in HVHZ: Yes FL11136 R5 C CAC NI011401-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2026 Design Pressure: +66/-66 Installation Instructions Other: FL11136 R5 II A008267-FL Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R5 AE PER3399.odf Created by Independent Third Party: Yes 11136.6 1 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Yes FL11136 R5 C CAC NI011401.02-R3.odf LIVEN® Steel' STEEL, STEEL EDGE DOOR' 6'.8" & 8 =0" SINGLE INSWING OPAQUE IMPACT DOOR O3 V-1 3/4. O.A. cc GENERAL NOTES MAX.. FRAME WIDTH M 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA Y-1 3/4• G.A. 3' OA I- .., CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY MAX, FRAME WIDTH LtAx. PANEL WIDTH Z O J U) HURRICANE ZONE" (HVHZ) REQUIREMENTS. F 3- 2. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY • PANEL WIDTHF CL LQL N TO TRANSFER LOADS TO THE STRUCTURE, ZLLI 3. PRODUCT ANCHORS SHALL BE AS LISTEDANDSPACED LLl YQ Go AS SHOWN DETAILS. ANCHOR EMBEDMENT TO BASE ® ® J Q U1e} MATERIALSHALLBEBEYONDWALLDRESSINGORSTUCCO. ^ Llj 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. _ 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: ® ® M Y a -FOR6'8" WOOD FRAMES - SEE. TABLE SHEET 1 FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LES. WATER PRESSURE AS PER ASTM-E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR " HVHZ". 28 27 14 O INSWING IMPACT STEEL EDGE DOOR. o 0 2 Common to all frame condltlonal DOOR LEAF CONSTRUCTION: V Face sheetst. 24 ga. (0.020") minimum thickness, Galvanized Lu y Steel A-525 commercial quality - AKDQ per ASTM 620 with m CD O (- minimum average yield strength Fy=26,240 psi. Core desion: Expanded polystyrene with 1.0 to 1.25 lbs. 3 W _ p_vl density, by JELD-WEN. i .m 1+3 OI Lu OD J ¢ Panel Construction: Steel face sheets glued to expanded N aD0 w UJ Z polystyrene ( EPS), with steel top and bottom rails and W qy U J steelstileswithawoodlockblockreinforcement. The ,L-I c O hinge stile contains a MDF board for added hinge support. F- ap . UW 0 aWo FrameConstruction (Both Frame Tags), Thehead jambs O CD and side jambs ore mortised, butted and joined using (3) o- a 7/6" x 2" wire staples. An aluminum adjustable inswing threshold was unitilized at the slit. An optional aluminum z >- ADA threshold is available. 5 x IT In 8'8" SINGLE INSWING UNIT (X) $'0" SINGLE INSWING UNIT (X) OVERHANG TABLE OF CONTENTS SCALE' 112" =1'-0" SCALE: 11Z' =1'-0" r LENGTH SHT DESCRIPTION S 1 TYPICAL ELEVATIONS & GENERAL NOTES es $ ' 2 VERTICAL CROSS SECTIONS & BOM .ALL DOOR MODELS ARE VIEWED Z 3 HORIZONTAL CROSS SECTIONS FROM THE INTERIOR SIDE 4 ANCHORING LO TI S& DETAILS AIL Fn5 NI OMPONENT NOTE: PRODUCT HAS NOI BEEN RATED FOR $ C o o WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETSD N o rn 00w THIS REQUIREMENT, PRODUCT SHALL BE USE ^ ^ 0 4 WHEN INSTALLED AT LOCATION PROTECTED BY oo N n ^ o OVERHANG S hh17yti, OVERHANG (OH) RATIO o 0 0 OH LE PH Pf`igljT IS1.0 I b In d M) N ^ Z r :O ! FLORIDA ERO HERMEP.E. NO. F. 73778 DATE' 12 07 07 7 :AS NOTED DWG. BY: EAG T T T 0 cu : cHK. sr:S. SAFFEL i 0- DRAWING P' • DRAWING NO:: Digitally signed by Hermes F. Norero, P.E. Ct` G \\ Reason:I am approving this document :11 !,S/ONAL E \\\\ _ DC9970-1 Date: 2015.04. 10 09:10:29 -04'00' //////it11111t1`` aVpA 33OD4 SHEET 1 of 5 DESIGN PRESSURE .RATING WHERE WATER INFILTRATION REaNREUENr 6 NEEDED WHERE WATER INFILTRATION REWIREMEM IS NOT NEEDED 6'8" (X) 80.Opsf 80.Opsf 80.Opsf BO.Opsf 8'0" (X) 61.Opsf 65.Opsf 61.Opsf 85.Opsf m ci w 2 1/2" MIN. w EDGE DIST. o m Y w 3/4" MIN. EDGE DIST. Z Y ^ 2 g, 9 hI- i LATCH JAMB 1 1 4 x 4 9 16 PONDEROSA FINGER JOINTED PINE PINE Z 7 3 1 p 2 HINGE JAMB 1 1 4 x 4 9416 PONEROSA FINGER JOINTED PINE PINE mTs , 32 HEAD JAMB 1 1 x 4 6 18 PONDEROSA FINGER JOINTED PINE PINE V' 32 V' 3i 4 x 4" BUTT HINGE CREW HINGE TO DOOREMS ZQM 7 ITH 1.50 MIN. EMB. INTO SUB -BUCK EL REW 3 18 ITW TAPCON MIN. EMBEDMENT 1 1 4 INTO MASONRY) STEELLL STEEL Z CLWB 10 AOA EXT, ALUMINUM THRESHOLD MODEL 6083-T5 ALUM. j Y SEE DETAIL A SEE DETAIL A 1 INSWING ADJUSTABLE THRESHOLD 1.25 x 4.58 1 NOT USED ALUM. ON SHEET 5 ON SHEET 5 13 COMPR SION THER IP SCHLEGEL -LON ODS 650 FOAM.I M 13 16 13 18 14 12 x 3 PFH WOOD SCREW 5i El 7 M59x1PFHWOODSREWSTEEL Y a. 1 FACE SHEET 24GA. .020 THK. MIN. GALVANIZED STEELSTEEL 7 8 x 2 PFH WOOD SCREW STEEL 1 TOP RAI 1.73 z 1.21 x 0.021 THK STEEL 9 BOTTOM PAIL 1.73 x 1,21 K 0.021 THK STEEL 26 26 20 SIDE STILES 1.73x 1.21 x 0.021 THK L i WOOD LOCK BLOCK 1.87 x 3.0 x 18.75 WOOD 16 Q 16 2 STRIKE PLATE 23 MDF BOARD MDFZ QuoDOoQ 0 24 25 WOOD LOCKBLOCK D MDTa: Oz I I Do O i0 DO z0 00 p 6 EXPANDED POLYSTYRENE1.0 to 7.25 Ib. DENSITY BY JELD-WEN 27 KWIKSET TITAN SERIES UTCH & DEADBOLT 2DO & 6B0 FOAM O Z p J 1 1 28 KWIKSET TITAN SERIES LATCH 8 DEADBOLT 700 W uj W 1 1 av I- co to DO LATCH SCREWS 8 x 1 2 PFH WOOD SCREW O C0 V._ y W 41 2 30 NOT USED UCK WOOD Lu Oy a to W W= L C0 O W O O (, 32 i 4 MAX. COMPRESSION SHIM W D j c Ix W DDW= W_ 33 16 GA. 7 18 CROWN x 2 LONG STAPLES S E OI W UO W= W W W S= Fm to. W W x Z ZWWWW L°.ti Z wWZW J OWN UJ L QQ as a Q a a. a Q w A 0 r: 4 1 6 26 I O DO ' co Do i a i D7 o co Dornr\iconm n DO In rn S Y m C, 4 Do ro_ rn 00 0) , rn 19 x 24 1016 16 4 o z 0 Li 19 m 19 uj gym9 2 24 w 2 1/2" MIN. N^nnN^ po0 w 24 m WEDGE DIST. N O° Do o a Z 11 71VERTICAL ff T YP-D L CO ALLY 3,• =f'-0" z 0u1aN1N ^ 31 a DATE; 12 07 07 HERMESF. NORERO 0, FLORIDA P.E. 7 = NO. 73778 SCALEAS NOTED EDGE DIST. 7 2 1/2" MIN. EDGE DIST. DWG. BY: EAG g C , T T y CHK. BY:S. SAFFEL DRAWING NO.: DC9970-1 h \ VERTICALCROSSSECTIONTYP. B V i SSf NA E G``, SULOM R OwSHEEf 2 OF 5 2 FOODFRAMEINSTALLATIONSCALE. 3" =f'-O" 2 CONCRETE INSTALLATION SCALE 3" =1'-0" l4 OMM KACH. FLzwo. T 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH 32 22 31 21 25 28 4 20 5 co 23 F— (n -' M cooWQ 16 26 20 16 SEE DETAIL A j 7 0 1.3 EXTERIOR ON SHEET 25 M Y a 1 27 1 1/4" 1/4" MAX. SHIM SPACE —I 1 1 /2" MIN. EMB. 1 1 /2" MIN. EMS. A 3 WOOD INSTALLATION SCALE.- 3" —1'-0" ct; '3 z0 wo (n U y Q Oa 37 3/4" MAX. FRAME WIDTH I --I— 36" MAX. PANEL WIDTH 36" MAX PANEL WIDTH 32 32 22 ®® 31 8 00 21 25 26 INTENDR 5 4 ®® a O N 23 2~ 0 g _ C3 N 1 0 0 can®® o ~ CL1303 2 1/2" MIN.\' v 26 13 2 1/2" MIN. SEE DETAIL A /// ®® ®®® Dion EDGEt DIST. V ON SHEEP 5 EXTERIOR 2 ti EDGEtDIST. ®® t ®®. ®®® 1/4" MAX. SHIM SPACE — -- a cm 1 1/4" ®® ®®® 8 MIN. EMB. r MIN. EMB. ®® ®®® gill B HORIZOArTAL CROSS SECTION TYP 3 CONCRETE INSTALLATION SCALE: 3" =1'—O" 00%1 F. 1A1 5U : - •. ' p Z;' 7 O T T 1 4 ` Oc •. L P HERMES F. NORERO FLORIDA P.E. NO. 73778 3o e'rASTDO "°°serAa+ w. DATE: 12 07 07 SCALE, AS NOTED DWG. BY: EAG GHK- BY-S. SAFFEL DRAWING NO, O 9970-1 sHeEr3 OF 5 1 6" 9 15/16" 9 15 co 00 16" 9 15 001 CV116" 16" 9 15 9 15 16" 9 15EW915 8 9/16 8 9/16" SEE DETAIL D I 002YPG".— M n M In d 7 9 \ Zip — I in DETAIL B - p— 6"--{ 6" SEE DETAIL C ANCHORING LOCATIONS 6'8" INSWING SINGLE UNIT (X) SCALE.• 112" =P—O" 6 14 6 0 8 17 11ETAIL A DETAIL B SCALE 318" =1'—O" SCALE: 318" =1'—O" SEE DETAIL A 1 6" 1'-0 9%1 " 1'-0 t,6" 4' 5' 6'{ i'— 6"--I j T 1'-0 %16" 1'-0 3%1 7 9 RP. _ 1'-0 5/1 1'-0 9%16" SEE DETAIL B H 1'-0 3%16" C SEE (DETAIL D SEE DETAIL A 8 3/4" 2'-2" J / LYYE.. _ ANCHORING LOCATIONS 8'0" INSWING SINGLE UNIT (X) SCALE: 112" =1'—O" DETAIL C DETAIL D SCALE.- 3 =1'—O" SCALE: 3" =1'-0" nt F. 2' SEE DETAIL C P '.............. 1'0'S'ON, ; HERMES F. NORERO FLORIDA P.E. NO. 73778 M. 2 yODZpZO W J C p W N ¢ O W 4 W' Y 20I w w p 3 w aQ zo ¢ N O a DATE: 12107107 SCALE: AS NOTED DING, By; EAG CHK. BY.S. SAFFEL DRAWING NO.: DC9970-1 sHEet 4 GF 5 4" - O n ci CI 3/4" N m O 4" - tJj 2 1/4" O 2 IS c 2 3/16" 1 /2 a 1/16" (Min) 4 s/1 s ) — r 3 o Lh FINGERJOINTED PISCALE- 6" '-O" q)K SCALE 6x4=f'-0' SCAL -0" % IN SC LE.T6RESHOO" Y a 2 3 1— 9/16.. 3 PRIt.SS'lON AERSTRIPSCALE. LE.• 6" =f'-0" 1 3/4" 1 1/4" DOOR TOP RAIL & SIDE STILE i8 20 MIN. CALV. STEEL SCALE• 6" =1'-0" 18 3/4" for 8'-0" DOOR 11 3/4" FOR 6'-8" DOOR 1 /4" JL-qc /o DIA. VARIES WITH HARDWARE USED 2% z5 SCALE. 3CK P-0" r 1 3/4" r 1 n n I 1 3/16" 9 f RAIL _ SCALE.• 6" =1'-0" 1 23/32" 1 3/16" Z 1 3/16" f 2`? SCALE.' 6" =f0 o: O ti w a0 e OX0 ZZW a p U GO C 3/16" C-SINK. f- J DETAIL A SCALE- 114" =1'-O" oNYMN^2 F DATE` 12 07 07 5 AS NOTED O 7 FLORRMESIDA P. NO.R73O78 DING. sv: EAG o. TT 2r x w DSAFFE DRAWING NO, 0` euunwo DROPS. "C. DC9970-1 i ,.,% x DANK BEACH. '°°.VD sNF r 5 Dr 5 r BCIS Home I Log In User Registration I Not Topics j Submit Surcharge 1 Stats 8 Facts Publications j FBC Staff BCIS Site Map Links Search j Florida Product Approval 4 - USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail i Y FL # FL10976-R6 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 custom erserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/23/2015 Date Validated 05/29/2015 Year 2008 1 Date Pending FBC Approval Date Approved 06/02/2015 Summary of Products FL # Model, Number or Name Description 10976.1 Premium Atlantic Vinyl Bypass. Sliding, Patio Door (3800) 190.625" x 95.5" Insulated Glass. (3/16" - 3/16" Tempered) (Safety Giazfng) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10976 R6 C CAC OXXX LC-PG50-190.625x95.5.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Instaliation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-4.Odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3044.pdf Created by Independent Third Party: Yes 10976.2 Premium Atlantic Vinyl Pocket Sliding Patio Door (3800) 190.125" x 95.5" Insulated Glass (3/16" - 3/16" Tempered) (Safety Glazing) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10976 R6 C CAC XXXX LC-PG50-190.125x95.5.Odf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ.• Yes Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other: FL10976 R6 II PAV SPD NCTL210-3576-3.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL10976 R6 AE PER3045.Odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-reords request, do not send electronic mail to this erdity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.1395. *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 emailaddresses 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 dick h=.. Product Approval Accepts: Credit! Sl' C llrli 1n) FItiL1 2 18* O.C. MAX. THRU FRAME- I DOOR WIDTH (190 5/8" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING TWO, THREE AND FOUR PANEL CONFIGURATIONS APPROVED 5' MAX. 7" Q.C. MAX. THRU FRAME MIN. DISTANCE MIN. DISTANCE I MASONRY INSTALLATION FROM EME. 2 V2` FROM EDGE: 31/Y MASONRYBLOC d ' EMBEDMENT SHIM SFACE MIN. 0I5TAI FROM EDGE: II i I ti4mm A.Imm 4— I • t Dow sst I MTN. DTSTAI ASS tm FROM EDGE: i I I GLAZING DETAIL rl uFRAM SECTIO N.L P,, V gzCAL CTION MIN. DISTANCE FROM EDGE1 2 V Installation Notes: 1. Seal flange/frame to substrate. 2. Use (2)-3/16" Tapcon or equivalent fasteners through frame per location with sufficient length to penetrate a minimum of 1 1/4" Into concrete or masonry ar each location with a 21/2" min. distance from the edge. For concrete ( min. fc = 3000 psi) or masonry substrate (CMU shall conform to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure.. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required'to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall Inc GG••''•• conditions. For the complete installationi procedure, see the instructions packaged with the window or go to 7- www.jeld-wen.com/resources/installaton. = k DISCLAIMER: CJ This drawing and its contents are confidential and are not to be C P, ll reproduced or copied in whole or in part or used or disclosed to others i d; *02." t!r0 except as authorized by JELD WEN Inc. 3 h FMtEDMENT MIN, DISTANCE FROM EDGE: 2 2/Y Max Frame I DP RATING IMPACT 190 5/8" x 951/2" +50/-50 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirements for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.7 mm tempered -16 mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. PROJECT ENGINEER: DATE: 08/12/2014 Lakeport Blvd o Br% 3737 Klamath Falls, OR. 97601DRAWNBYtSCALE: D. Vezo NTS Phone: (541) 882-3451 CHECKED BY: J. Kantola TITLE: - Premium Atlantic. Vinyl' Sliding Patio Door OX0.( APPROVED BY: Pb vLP dd (Jg 1.3eie338IDENTIFIERNo. NCTL210-3576- PLANT NAME AND LOCATION: FBC Venice. OF CAD DWG. No.: REV: 00 SHEET 3OF4 BCIS Home ;Log In E User Registration I Hot Topics I Submit Surcharge ( Stats 8 Fads Publications k FBC Staff) BCIS Site Map I Links Search I FI rich Product Approval a USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail d FL # FL14911-117 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Silverline Building Products Corp. One Silverline. Drive North Brunswick, NJ08902 800) 234-4228 Ext 4644 Jonberrian@slbp. com Vivian Wright rickw@rwbidgconsultants. com on Berrian One Silverline Drive North Brunswick, NJ 08902 732), 435-1000 jonberrian@slbp. com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ye. Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. Kings P.E. 4j Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL14911 R7 COI Certificate Of Independence (2).Ddf Standard AAMA/ W DMA/CSA/101/I.S.2/A440 AAMA/ W DMA/CSA/ 101/I. S.2/A440 ASTM' D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1886 ASTM E1996 ASTM G26 Year 2008 2011 1996 1993 1996 1996 2005 2009 1995 Other: See INST 14911.5 for Design Pressure Ratings, any I FU4911 R7 AE Eval 14911.5.odf additional use limitations, installation instructions and product 11 Created by Independent Third Party: Yes particulars. 14911.6 f. S 2900/4900 - M 2901/4901 Single Hung Extruded Vinyl Window -Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14911.6 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.7 ( g. S 2900/4900 - M 2902/4902 I Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window -Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.7.odf Building Products, Corporation (See 14911.7 - 2010 FaC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14911.8 h. S 2900/4900 - M 2903/4903 I Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window -Flange with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II INST 14911.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14911 R7 AE EVAL 14911.8.odf Building Products, Corporation (See 14911.8 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14911.9 11. 01rie 019 Weather S00IExtrudedVinylSingleHungWindow Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.9 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (Note - See 14911.25 for Wind Zone 4 and HVHZ Impact Product) 14911.10 j. Series 2000 f Model 2001 Extruded Vinyl Single: Hung Window; Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.10 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.30.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.11 k. Series 2000 / Model 2002 I Extruded Vinyl Twin Single Hung Window (Continuous HeadI and Sill with Integral Mullion) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R7 II Inst 14911.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.11 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.12 I I. Series 2000 / Model 2003 I aExtrudedIndSill Vinyl Integral Triple Mullion) Hung Window (Continuous Head ' Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL14911 R7 II Inst 14911.12.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports k 4 SERIES 2100 - MODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW w/ FLANGE NON -IMPACT' GENERAL NOTES i. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product Is required to be protected with an impact resistant covering that complies with Section 16D9.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Buck & frame anchoring 4 Bill of materials, glaang detail & components 53.25" MAX. OVERALL FLANGE WIDTH MAX. OVERALL FRAME WIDTH —'j 0 pp<, 50D X T Z n d)' ice' m sgro U N u OVERA{L E OVERgt! MAX T37.25" x 63.25 36.0 x 62.0" 31.69" x 28.0" Gl Q, , 46.25" x 63.25" 45.0" x 62.0" 40.69" x 28.11" 40.0 40.0 53.25" x 74.25" 52.0" x 73.0" 47.69" x 33.50" 30.0 30.0 3 ZA O SCALF-N.T.S. DING. BY. KV DHN. er: LFS DRAWING NO, FL-14911.13 SHEET 1 OF ¢ 23) ABOVE THE MEETING RAIL T O'' i N 26 Z o 24 29 0UEm 26 22 9 E 22 i EXTERIOR GI INTERIOR a EXTERIOR INTERIOR Csl SEE t1 NOTE SEE 3 gz NOTE 1 3 VERTICAL CROSS SECTION 2 Shown w/ 1 X sub -buck 8 14 a U z pp 2 U i z NOTE: 1. LOCATE OPERATING SASH LOCKS 7.S' FROM EACH END OF THE ACTIVE MEETING RAIL FASTEN WITH (2) #8 x 3/4" SELF TAPPING SCREWS. INTERIOR 2. LOCATE SASH KEEPER 6.5" FROM EACH END OF THE MEETING RAIL, FASTEN WITH (2) #6x3/4"SCREWS. EXTERIOR 25 7 22 1-1 /4" MIN. EMB. TYP. 37 BELOW THE MEETING RAIL 1 HORIZONTAL CROSS SECTION 2 r2-' VERTICAL CROSS SECTION 2 Te 10124111 XL' N.T.S. Va. BY.. KV x. BY. LFS CAWING NO.: FL— 14911.13 lee _L OF 4 2X BUC 2X BUCK MASONR' OPENING BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarfolnts. 2. Concrete anchor locations noted as "MAX. O.C. (TYP.)" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. O.C. (TYP.)"dimensions are not exceeded. 3. Concrete anchor table: ANCHOR; NCH MIN C ZTO MASONRY VTOADJACENT EDGE ANCHOR-...., 4" ITW TAPCONO ELCO 1"4" ULTRACON® WOOD SCREW INSTALLARON N01t,5 1. Maintain a minimum 518" edge distance, I" end distance, & T"o.c. spacing ofIwoodscrewstopreventthesplittingofwood. 6- MAX. A 0 00 11 10 ZO 0 X2.4 U W/2XBUCK to ow INSTALLATION 23 0 0 K W1 I X BUCK 24 Eg INSTALLATION '0 of TYP. HEAD, JAMBS FRAME W/2 KUC C37)-- INSTALLATION 2: W1 1X BUCK 38 ZMASONRYINSTALLATION4M M OPENING TYP. JAMBS z a 03 fO FRAME ANCHORING 81s. -01 Q. BY. KVG. I< K. BY: LF-S AWING NO.: FL- 14911.73 Err 3 OF 4J BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52-2611* PVC 2 EXTRUDED PVC SILL #52-2613* PVC 3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-1257* PVC 4 EXTRUDED PVC MEETING RAIL #52-2907* PVC 5 EXTRUDED PVC TOP RAIL #52-2908" PVC 6 EXTRUDED PVC BOTTOM LIFT RAIL #52-2949* PVC 7 EXTRUDED PVC STILE #52-2905* PVC 9 EXTRUDED PVC GLAZING BEAD VERT. & HORT. #52-1227* PVC 10 OPERABLE SASH LOCK 11 SASH KEEPER STEEL 12 FIXED MEETING RAIL REINFORCEMENT #51-2919 STEEL 14 LOCK RAIL REINFORCEMENT #51-2821 STEEL 16 WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN .187 x .270, LOCK RAIL & SASH ULTRAFAB 18 WEATHERSTRIP PILE W/FIN .187 x .230, FIXED MEETING RAIL ULTRAFAB 19 WEATHERSTRIP PILE W/FIN .187 x .150, SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB .18T' x .375' 0 AMESBURY 22 GLAZING COMPOUND (DOW #1199 SILICONE 23 10 X 7 PFH SMS STEEL 24 1 /4" X 23/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 25 2X BUCK SG — 0.42 WOOD 26 1 /4" MAX. SHIM SPACE 27 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 29 1 X BUCK SG - 0.42 WOOD 30 INTERCEPT SPACER STEEL 37 10 X 3" PPH SMS STEEL 38 1 1 /4" X 4" PFH ELCO OR TTW CONCRETE SCREW STEEL THE APPROVED WHITE RIGIU PVG tA1tK1UK tAIKUNUNa rUK rrmUUM AKc w oc rKvuwcv BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 2.69" — L s Pvc Slu 1.16" O 0 4 EI UDED MEETIN R IL II-- 0.03N' r d 11 COC L P Relnlacemenl 0 I r—-1.16" I 0.065' b. I IQ 10.911, 5 EXTRUDED PVC LP RAIL 5/A" OVERALL LASS 1 /8" ANNEALED AIR SPACE 1/8" ANNEALED GI LAA GDET IL z 0 0 0.78" 0.84" 3V; a J— 0. I m I-- 0.05' OJGIIimp— QLAZING BEAD vi o o m 0.91" o 6 EXTR DED PVC 8 OTTOM UFTRAI 50 0.79" 14A EXTRUDED PVC GLAZING BEAD to 070 .065' 7 EXTRUDED PVC STILE SCAM N.T.S. M. BY: KV CHK. BY: LFS DRAWING NO.: FL-14911.13 SHEET L OF 4 BCIS Home Log In 9 User Registration Hot Topics 1 Submit Surcharge Stats & Facts I Publications j FBC Staff I BCIS Site Map j. Links ) Search Fbrida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12198-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Email 1 Memorial Drive Richford', VT 05476 662) 252-9991 Ext231 joe.lundine@kpproducts.com Authorized Signature Jovanovic Alex alex.jovanovic@kpproducts.com Technical Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Quality Assurance Representative Joe Lundine Address/Phone/Email 402 Boyer St Williston, VT 05495 662) 252-9991 joe.lundine@kpproducts.com Category Panel Walls Subcategory Soffits Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 Product Approval' Method Method 1 Option A Date Submitted 03/08/2016 Date Validated 03/11/2016 Date Pending FBC Approval Date Approved 03/13/2016 Summary of Products FL # Model, Number or Name Description — — 12198:1. Aluminum -Soffit SP=600 SP-600 16" Vented Aluminum- Soffit.' limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102101,Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/01/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 16.515" FL12198 R4 II 15102101,pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.2 _ Vinyl Soffit D5 D5 10" Vented Vinyl Soffit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12198 R4 C CAC 15102102.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 11.384" R-12198 R4 II 15102102.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12198.3 Vinyl Soffit T4 T4 12" Vented Vinyl Soffit Limits of Use _ Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL12198 R4 C CAC 15102102.pdf I Quality Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Installation Instructions Other: Maximum Panel Dimensions: 21-1/2" x 13.352" FL12198 R4 II 15102102.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do riot want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one.. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,-please dick here . Product Approval Accepts: 1500'9 Credit Card Saki o,... COUNTY; MIAMI-DADE COUNTY PRODUCT CONTROL SECTION l 1805_SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w%vw.miamidade.eov/economx Kaycat-. 1 Memorial Drive. Richford, VT 05476 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami=Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner; the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DEsap.mTIONc_Model.SP-600:16"Alnminum,.VentecLSoffit-- . APPROVAL DOCUMENT: Drawing No. KAY0003, titled "SP-600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 2 dated 03/17/20 f 5, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiiation date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c. with the manufacturer's name or logo, Pointe -Claire, QC, Canada and following statement: "Miami -Dade County Product Control Approved", per FBC 1710.9.2 and 1710.9.3. 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 providbd 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 renews NOA # 15-0612.15 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-1021.01 Expiration Date: June 1, 2021 ApprovatDate: February 18, 20I6 n2 jP i.'b;0 r Page 1 Kaycan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # I5-0612.15" 1. Drawing No. KAY0003, titled "SP-600 16" Aluminum Soffit — Vented", sheets 1 through 4 of 4, dated 12/27/2011, with revision 3 dated 03/17/2015, prepared by the manufacturer, signed and sealed by Robert J. Amoruso, P.E. B. TESTS "Submitted under NOA # 09-0802.03" 1. Test report of Cyclic Load Pressure Test per TAS 203 and test report of Uniform Static Load Test per TAS 202 on Aluminum Soffit SP-600 prepared by Architectural Testing, Test Report No.. 55982.02-122-18, dated 07/18/2005, signedand sealed by S. M. Urich, P.E. 2. Test report of Tensile Test per ASTM E8 on Aluminum Vented Soffit, prepared by Architectural Testing, Test Report No. 55982.03422-18, dated 04/26/2005, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS "Submitted under NOA # 12-0124.04" 1. Anchor calculations prepared by PTC Product Design Group, LLC, dated 12/27/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 05-0802. 03" 2. Anchor calculations prepared by H. F- Engineering, Inc., pages 1 through 3; dated 07/25/2005, signed and sealed by Allen N. Reeves, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F: STATEMENTS "Submitted under NOA # I S-0612.15" 1. Statement letter of code conformance to 51 edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/17/2015, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # 12-0124.04" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by PTC Product Design Group, LLC, dated 01/19/2012, signed and sealed by Robert J. Amoruso, P.E. Submitted under NOA # I1-0325.03" 3. Distributor agreement dated 04125/2011. Carlos M. Utrera, P.B. Product Control Examiner NOA No.15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 2016 E- 1 RA.YCAN BUILDING PRODUCTS Aid'-60016 ALL I11 I19TUM SOFFIT - VENTED INSTALLATIONANCHORAGE DETAILS RHOPE BENERAL NOTCH: I. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC)-BUILDING AND RESIDENTIAL VOLUMES INCLUDING THOSE SECTIONS OF THE FBC, PERTAINING TO THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS-202 AND TAS-209. IMPACT TESTING TO TAB-2011S NOT REQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED ON TAB 202 WERE DIVIDED BY 1.6 AS REQUIRED BY THE CURRENT EDITION OF THE FBC -BUILDING AND RESIDENTIAL VOLUMES. 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED ARCHITECTURAL TESTING REPORT #55982,02-122.18, INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. INSTALLATION NOTE81 1. ANCHORS SHALL BE THE TYPE, SIZE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE BATTEN INSTALLATIOW AND'SOFFIT INSTALLATIOW SECTIONS ON SHEETS 3 AND 4. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING 4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE UBEgox3'.WOODSCREWOR96x3'TAPPING SCREW. CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE PLACE ONE SCREW PER LOCATION AND MAXIMUM 24- AND IS THE RESPONSIBILITY OF THE ARCHITECT OR P-NOINEER OF RECORD FOR THE PROJECT. O.C. ALONG BATTEN LENGTH. 4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY. J. FOR INSTALLATION OF SOFFIT TO BATTEN USE OAT CRACKS OR DEFECTS THAT SHALL BE ELIMINATED. DIAMETER x 1-1l2' LONG SMOOTH, SCREW OR RING SHANK ROOFING NAILWITH 3I8' DIAMETER HEAD. 6. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 6. ALL FASTENERS SHALL HAVE CORROSION RESISTANT EDITION OF THE FLORIDA BUILDING CODE- BUILDING AND RESIDENTIAL VOLUMES AND THE COATINGS OR BE MADE OF CORROSION RESISTANT MANUFACTURER' S INSTRUCTIONS. MATERIALS COMPATIBLE WITH THE SUBSTRATE B. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER MATERIALS. ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7. LABELED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. S. SOFFIT NET FREE AREA IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTULLVOLUMES . 8. 1. 9.7 80INCHILINEAL FT. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I SP-600 16" VENTED, SOFFIT ALUM. 3004—H19 2. F—CHANNEL ALUMINUM 3 6" FASICA ALUMINUM 4 0.12" DIAMETER x 1-1/2" LONG ROOFING NAIL WITH 3/8" DIA. HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 5 8 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL 6 2" x 2" WOOD BATTEN WOOD ALUMINUM 80FPIT SPECIFICATIONS; I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT 18 MANUFACTURED BY ALUMINUM PRODUCTS, $075 TRAN" ANADA HWY, POINTE.CLAIRE, OC MDR 184, CANADA 2. SP-60018'SOFFIT -VENTED 2. 1: MATERIAL; ALUMINUM 3004-H19 2. 2. WALL THICKNESS: 0.016' 2.& PANELLENGTH3:12,-('LONG 3. TRIM 31 F-CHANNEL 3. 1.1 MATERIAL: ALUMINUM 3. 1.2 WALL THICKNESS:0A22' 3. 2. FASCIA 3. 2.1 MATERIAL: ALUMINUM 3, 2.2 WALL THICKNESS: 0.022 PRODOCT RFNRVRD esw ft o pis TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES. B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILE AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DESIGN PRESSURE (PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) SP- 600 16" ALUM. VENTED SOFFIT W/F—CHANNEL +55.OPSF/-35.Opsf PROW FBEVNBD as cwwtrlry wkb Ur F1"t1Ea eowptm` a No ff--ffLR--&6 Ry M, Ro6oH A Ammo, PAL Fbeda P.E. No. 49M 21 1, PANEL 16.515" i 1.102" 125" 4" 0.045" ILENGH p p p° 0 o p° p o p° u p° p p°p p p p° p p p p° 1.84 16.515" 963" 5.294" 5.125" 4,272" .861" 0.251" --{ 335. 0 381" x 0.015 375" 1.102 RIB EMBOSS 375" 1SP-800 1'6" VE 5 SOFFIT N.UMINUM SOOhH19' 0.01T THICK 6" 1.25" 3 uuulKUM aozz• ttaeK 1.438" 442" L THM PRODUCT RENFV V COMA vftduFkdb BdLfts Nol -0.01 NY maoucT 18mm Z. ln ibfiQ w e.Z.. •06 f5 21 1/2" MAX. WIDTH 7 1/2" 4" MAX. MINIMUM SOUTHERN PINE 10" MAX. O.C: O.C. O.C. TIMBER FRAMING 0 24" O.C. 8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. FASCIA WALL O 3 8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 2 x 2 BATTENS 24" MAX. O.C. O TYPICAL v MIN. EMBED O INSTALLATION NAILS, TYP. IV ALUMINUM SOFFN F-CHANNEL O 10" MAX. O.C. SPACING QALONGSOFFITLENGTH 8 2 x 2 BATTENS TYPICAL Or1J B x 3" WOOD SC TAPPING SCREW, ATTACHMENT FASTENER 24" M o d0lmF1or16e A ftept W00 N. FbW P.E. N& 40762FbdtlAP.E. Na 197b2. No F 21 1/2' MAX. SOFFIT+ WIDTH g 50' MAX. 7 1/2" 4" 71 i BATTEN BATTEN BATTE ATTEN p WALL H o g 01 101,0 N LLO i II II I m I O" i l I 9 SOFFIT INTERLOCK w 04-- - -I-o{= - I 4 IMAILSO,71ON litSOFFITINTERLOCK$ II it I 15' MAX. O,C.. SPACING 16' SOFFIT coo' O t0 -- Q F-CNANNEL ORobed d Amwm P.E. Q•' J' ND 4875 y3 FASCIA 2 x 2 BATTEN O PRODUCTR vA EW20 INSTALLATION CROSS 6ECTION bgw,MetlniweHLr N 4 10"AND11"SOFFITAMBOM 3 W. RINI BCIS Home I Log In ( User Registration f Hot Topics ( Submit Surcharge f Stats & Facts Publications I FBC Staff BCIS Site Map I Links j Search j Florida Product Approval P r ( 11go USER: Public User P..hc?rrd F3 Product Approval Menu > Product or Application Search > Application. List > Application Detail o , has ,_. FL # FL10124-R18 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parsppany, NJ 07054 973) 872-4421 lindareith@trinityerd.com Authorized Signature Beth McSoriey lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email I Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.corfi Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles - Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 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 03/03/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10124 RIB COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By r I. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/15/2016 Date Validated 06/15/2016 Date Pending FBC Approval 06/16/2016 Date Approved 08/17/2016 Date Revised 08/26/2016 Summary of Products FL # Nodet Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R18 II 2016 06 FINAL ER GAF Asohalt Approved for use outside HVHZ: Yes Shinales FL10124-R18.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evahuation Reports FL10124 R18 AE 2016 06 FINAL ER GAF Asphalt Shingles FL10124-R18.odf Created by Independent Third Party: Yes i3ac€: Me>;t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, ::.Privacy Statement ::.Accessibility Statement :: Refund Statement Under Florida law, email addressesare public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. *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 dick here . Product Approval Accepts: CreditCard SeC1lrl1y % t ETRICS _` EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-1120 FL10124-R18 Date of'Issuance: 01/03/2008 Revision 20: 06/15/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have ,been evaluated for compliance with the 5th Edition (2014) 'Florida Building Code sections noted herein. DESCRIPnON:' GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 06/15/2016. This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trin'Ityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,. P.E. does not have nor will acquire; a financial interest inany company manufacturing, or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is,a .building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. l TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: :Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building. Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2'.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTMD7158 2008 1507. 2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF ( PDM 1915) Letter of Equivalency Seat -A -Ridge Impact Resistant IR 01/13/2012 PRI ( TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI ( TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI ( TST 5878) ASTM D3462 GAF-080-02-01 05/2S/2005 PRl ( TST 5878)' Physical Properties GAF-324-02-01 12/01/2011 PRI ( TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL ( TST 1740) ASTM D3462 93NK6295 11/29/1993 LIL ( TST 174% ASTM: D3462 99NK43835 01/12/2000 UL ( TST 1740) TAS 107 94NK9632 03/29/2000 UL( TST 1740) ASTM D3462 01NK06632 02/02/2001 UL ( TST 1740) ASTM D3161, TAS 107 01NK9226 05/21/2001 UL ( TST 1740) ASTM D3161 01NK37122 12/18/2001 UL ( TST 1740) ASTM D3462 01NK37122 12/19/2001 UL ( TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL ( TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL( TST 1740) ASTM D3161 03CA5367 03/11/2003 UL ( TST 1740) ASTM D3462 03NK26444 10/17/2003 UL ( TST 1740) ASTM D3462 04NK13850 06/07/2004 UL( TST 1740) ASTM D3161 04NK13850 06/23/2004 UL ( TST 1740) ASTM D3161 04NK30546 03/10/2005 UL ( TST 1740) ASTM D3462 04NK22009 05/06/2005 UL( TST 1740) ASTM D3161 04NK22009 05/09/2005 UL ( TST 1740) ASTM D3462 05NK27924 02/10/2006 UL ( TST 1740) ASTM D3161 05NK27924 02/11/2006 UL ( TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006 UL ( TST 1740) ASTM. D3161, D3462 06CA18074 06/16/2006 UL ( TST 1740) ASTM D3161, D3462 06CA35251 10/18/2006 UL ( TST 1740) ASTM D3462 06CA31603 12/01/2006 UL ( TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006 UL ( TST 1740) ASTM D3161 07NK05228 03/13/2007 UL( TST 1740) ASTM D3161 06CA31611 04/04/2007 UL( TST 1740) ASTM D3161 06CA61148 04/09/2007 UL'( TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL ( TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL ( TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008 Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 01506.01.08-1120 FL10124- R18 Revision 20: 06/15/2016 Page 2 of 6 F)O l TRINITY (ERD Entity Examination Reference Date UL (TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 10CA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010 UL (TST 1740) ASTM D3462 10CA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1OCAS3934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CAS8151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, LLC. (QUA 9625) Quality Control inspection Report, R21, Michigan Cty, IN 03/02/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shaffer, CA 02/18/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot® II, Fortitude'", Glenwood®, Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR, Monaco®, Sienna', Timberline® American Harvest®, Timberline® ArmorShield"' II, Timberline® Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles and Timbertex® Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: Exterior Research and Design,ILLC. Evaluation Report 01506.01.08-1120 CerWicate of Authorization u9503 FL10124-R18 Revision 20: 06/15/2016 Page 3 of 6 4.3.1 Pro -Start® Eave/Rake Starter Strip Shingles and WeatherBlockerTM Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering, SBS modified bitumen starter strip, nominal 9-inch x 33 ftroll, for use with asphalt shingles with exposure of 6-inch or less. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V„n =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd: =150 mph (Vat =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1120 Certificate of Authorization #9503 FL10124-1118 Revision 20: 06/15/2016 Page 4 of 6 F)O 6.4 Hip &Ridge Shingles: TRINITY I ERD 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8- inch head diameter, per shingle and nominal 0.25-inch diameter beads of :Henkel "Loctite PL S30 Roof & Flashing Sealant". 11.5' 1' (292 mm) 1' Sealant 25 mm) Sellante Enduitd'6tanch6ite INail (305 mm) Clavo I65/8' - 7 5/8' Clouer 168 - 194 mm) 12' 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. t. ts, T' (292 2s mm) t25 rn. 91 229 mrni O ta" rst d'dtarnc!!i€d 1zR tsas ) 6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R20CertificateofAuthorization #9503 FL10124-R18 Revision 20: 06/15/2016 Page 5 of 6 7. 8. r. 10. J TRINITY IERD LABELING: 7.1 Labeling. shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. QUALITY AssURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Certificate of Authorization #9503 Evaluation Report 01506.01.08-R20 FL10124-R18 Revision 20: 06/15/2016 Page 6 of 6 r BCIS Hone Log In I User Registration Hot Topics l Submit Surcharge i Stats S Facts I Publications FBC Staff BOS Site Map I Links ; Search Florida pr Product Approval p -USER: Public User 4Wm 4da e ,, Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email' Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15216-R2 Revision 2014 Approved InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@i nterwrap.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2016 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 FL15216 R2 COI 2015 01 COI Nieminen.odf Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 r Summaryof Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use inHVHZ:No FLIS216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2, Ddf Created by Independent Third Party: Yes Back Nast Contact. Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida..:: Privacy Statement Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not ward your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ON ®® eCt 1tt 111 ti1C.5;a TTRRINITYIERD EVALUATION REPORT Interwrap, Inc._ 32923 Mission Way Mission, BC V2V-6E4 Canada SCOPE: - EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX-: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DEscFUP- lON:. RhinoRoof Underlayments- LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid.until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Reportby the named_ client constitutes agreement. to. notify Robert Nieminen;.. P.E.. if the product changes or theT referenced Quality Assurance documentation. changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site, at the request. of the Building Official This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P. E. on 04/27/2015. This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, KE. does not have nor will: acquire,. a financial interest in any company manufacturing.. or distributing products for which the evaluation reports are being issued.. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinityI ERD nor Robert Nieminen, P.E. are, in any .way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5 JTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment. Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Efliitlf Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 Rhinoltoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMTTATIoNS: 5.1 5.2 5.3 5.4 5.5 5.6 5.6.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specificallyfor that purpose. This Evaluation Report is not for use in the HVHZ. Fire Classification is not part of this Evaluation Report; refer to ;current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval. documents: If not listed, a request may be made to the AHJ for approval based on this evaluation combined withi supporting data for the prepared roof covering.. Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1 ROOFdCOVER OPTIONS ` UnderlaymentAsphalt Nail -On Tile Foam On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No Exposure Limitations: RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-112 Certificate of Authorization #9503 FL15216-112 Revision 2: 04/27/2015 Page 2 of 3 PTIRINITYJERD 6:3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter 'head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24- hours up to maximum 30 days,. corrosion resistant. fastenersshall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1.5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6. 4.2 Single Laver; Roof Slope > 4:12: End ( vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours; use of -every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required.. When batten systems are to be installed atop the underlayment, the und'erlayment need' only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6. 4.3 Double Laver; 2:12 < Roof Slope < 4:12: End ( vertical) laps shall be minimum.12=inches and side (horizontal) laps -shall be minimum half=sheet-width plus 1-inch. Double layer application; begin by fastening, a half. -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as notedin 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on, plants covered under Rule 61G20=3 QA requirements 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-112 Certificate of A'uthorizatibn #9503' FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 f+ BCIS Home Log In f User Registration Hot Topics `- Submit Surcharge Stats & Facts ji Publications FBC Staff j BCIS Site Map Links Search j Fi nua pp Product Approval USER: Public User x Product Approval Menu > Product or Application Search >.Application List > Application Detail FL.# FL15961-R1 I` Application Type Revision - Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product, Manufacturer Southeasterm Metals, Mfg: Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals.com Authorized Signature Jim Horton jwhorton@semetals.com Technical Representative Jim Horton Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 757-4200 jwhorton@semetals.com Quality Assurance Representative Jeremy Kelsey Address/Phone/Email 11801 Industry Dr. Jacksonville, FL 32218 904) 696-4687 jhkelsey@semetals.com Category. Roofing Subcategory Products Introduced`as a -Result -of New,Technorogy Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami -Dade BCCO - EVL Quality:Assurance Entity Miami -Dade BCCO - CER Quality Assurance Contract Expiration Date 09/21/2017 Validated By I Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year TAS 100 HVHZ 1995 Equivalence of Product Standards Certified By Sections from the Code Y Product Approval ° Method Method 1 Option C Date Submitted 08/07/2015 Date validated 08/08/2015 Date Pending FBC Approval Date Approved 08/15/2015 Summary of Products l FL # Nodes, Number or Name Description 15961.1 Aluminum Ridge Vent (RV 10) 1.) Aluminum Ridge Vent (RV10) Limits of Use InstaNation Instructions Approved for use in HVHZ: Yes FLIS961 R1 II 12042602 Aluminum Ridae Vent RV 10.odf Verified By: Miami -Dade BCCO - EVLApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Wind driven rain resistant TAS 100 FLIS961 R1 AE 12042602 Aluminum Ridoe Vent RV 10.odf 15961.2`. Weather ridge) Weather Vent (off ridge) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS961 R1 11 13081408 Weather Vent.odf Approved for use outside HVHZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other. Wind driven rain resistant TAS 100 FL15961 R1 AE 13081408 Weather V nnt.odf Back Next Contact U5 2601 Blair Stone. Road. Tallahassee. FL 323W Phone: 850-487-1824 - The. State of Florida- is an. AA/EEO employer. Coovriaht 2007-2013 State of; Florida..::. Privacy Statement : r Accessibility Statement. r:- Refund Statement Under Florida law, email addresses arepublic: records.. If you do notwant your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail'. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275( 1), Florida Statutes, effective October_i, 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 on be made available to the public. To determine if you are a licensee under Chapter 455, F. S., please dick tMa . Product Approval Accepts: es F eCleck Cred&Cafd as ra+ wne pHT SeClIC1i,11N' JRI S.' ram, MIAMFQADE ' A DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Southeastern -Metals Manufacturing Company;.Inc.. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315-2599 www.niianiidade.gov/econo-my This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RVR -.Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: Weather. Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal. application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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 renews and revises NOA No. 08-0423.01 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Col'lao, R.A. GG GZ• (.tW- MtArtFe Courmr NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Applicant. Weather Vent Dimensions Vent: 4- %2" x 19" x 46" Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL Test Product Specifications Description TAS 100 Galvanized metal roof vent EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: 15/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3 y2" x 46 opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof-. Center vent in opening and set it in a 1 /8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent to the roof deck with 1-'4" galvanized ring shank roofing nails spaced approx. 8" o,c. and I from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23 / 14 Page 2 of 3 IMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. S. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: ' Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: n MIAMI DADE COUNTY DRAWINGS 0 0 0 0 0 ROOF FLANGE NAIL PLACEMENT 0 0. 0 0 ® ® ® 0 0 END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3