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HomeMy WebLinkAbout1016 Pine Ave 17-1518 PLUMBINGCITY OF SANFORD BUILDING & FIRE PREVENTION OCT I PERMIT APPLICATION ky,-- Application No: I % — 15 /A Documented Construction Value: $ gCo. 0C) Job Address: L 160- k0CAAL L Historic District: Yes No Parcel ID: C2 6-1q ?j0-5,46 jwpm -004O Residentialtz Commercial Type of Work: NewAddition Alteration Repair Demo Change of Use Move Description of Work: ,!,lh%4fILJ A A94.0 TFA Plan Review Contact Person: [J_ J&L4X" Title: Phone:Ic.t 1•>f'it.i I•u+A,.. Property Owner Information Name Street: # 1040..'p a4lrow.4/ City, State e Zip, M f•r Name V Street: D-5 N . `i City, State Zip:&4xp4 14L 328 Phone: Resident of property? Information Phone: Fax: State License No.: Architect/Engineer Information Name: 46 Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r 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 Sanfoid regtiiips 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 regdlating construction and,zoning.. Signature of Owner/Agent Date Si atu o onvactor/Agegt Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Contractor/Agent's Name ANNETTE BLAND Notary Public - Slate of Florida y Commission +r GG 060623 000, e My Comm. Expires Jan 16, 2016 Contractor/Agent is • ...Personally.lnown 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric;:"# of Amps Plumbing - # of Fixtures- ' Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: 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: 2 hereby name and appoint: aKr i S 7( —41I G , n O an agent of: l, I'iV C/'J ci'i'I,ir 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): The sped ficermit and application fo wor located at: to le r reet Addres Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number. Signature of License Holder:GJ(/` STATE OF FLO13JDA COUNTY OF The foregoing 'ns 200, by to me or who identification and Notary Seal) liLl Rev. 08.12) was acknowledged before me this day 1j -'A -4"A -.r' who is'E did (did not V PrFnt or type name Notary Public - State or— &z Commission No. G P79 My Commission pires: G/ 1J Ily known as YVONNE D. ELDER I A ' •;: MY COMMISSION # GG 070331 o EXPIRES: February 11, 2021 Bonded Thru Notary Pubfic UndswWs Ago TYRIELL ENTERPRISES, LLC Lic # CGC 1519158 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 We hereby contract with the above-mentioned firm to provide materials andyerform 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 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 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: JLa4,.4 %CVA,. Jwwff 59 OCT 11 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ : zoo. o L Job Address: 10110 fist aAftAAR, Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New YM Add ition ElAlteration Re-pair Demo Change of Use Move Description of Work: &H&164±f ,An AW e Plan Review Contact Person: Q,:' + Phone: ,5y-f`i-!'2--mo Fax: 41 Email: •y ell= t//IfGJ I ,.a,7, •. Property Owner Information Name 14& e Street: /101 L 2 t' ayl_,/,, City, State Zip: , 1 ""' 3 97 7/ Phone: Resident of property? Contractor Information Name Phon Street:Fax: due City, State Zip: n/I...s , 4L 3 WOE State p, Architect/Engineer Informatia Name: Street: Phone: Fax: City, St, Zip: E-mail: Bonding Company: Y/,o Address: Mortgage Lender• W 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 60 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'ctintract exceedithe actual cot'tstruction 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 constructiom and zoning" ' Signature of Owner/Agent ' DateContractor/Agent' Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced 1D Type of ID Name Signature of r..... 1)E@91E13LA14T0N* '• , MY CAMMwSION rF 172648 EXPIRES: February 25, 2019a 1 i ; N Bonded Thiu Notary Public Unde 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: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric**--. # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: Plumbing - # of Fixtures. F of Heads Fire Alarm Permit: Yes No UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application r LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: / ris / I hereby name and appoint: an agent 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): The specific ,ermit and application for ork located at: FL Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: s'ivp/LL2 State License Number: Signature of License STATE OF FLORIDA COUNTY OF The foregoing inst umen w kni 200, by to me or o who has produc% J—not—) identification and who did Notary Seal) els:' . YVONNE D. ELDER MY COMMISSION R GG 070331 EXPIRES: Febwry 11, 2021 Bonded flux Notary ftW Undermiters Rev. 08.12) before me this/ day of, who is g pArsonIly known as N„< 6(1,y Print or type name Notary Public - State of Commission No. 4eo 7,9 My Commission A40 TYRIELL ENTERPRISES, LLC Lic # CCC 1519158 SUBMITTED TO: Celectsys, Inc. 1525 Flowerdale Ave Sanford, FL 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 # H14544 Work Order WORK TO BE PERFORMED AT: 1014 S Bay Avenue 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 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: $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. CIV RESPECTFULLY SUBMITTED:.JIACt/ 42 4 . (J N/•(1 OCT 1 ) 20p CITY OF SANFORD 22 BUILDING & FIRE PREVENTION PERMIT APPLICATION y Application No: Documented Construction Value: $ •`- F". 00 Job Address: 'l/ f'! Historic District: Yes No Parcel ID: 25 - 5.}C'1' %Zo r6- oo 4 o Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:AVA C_ 1^ NP.+ SPI' Plan Review Contact Person:%' Title. Phone: -Zy 36 Fax: Email; raj m j:!I IC VAP eta:/•ter Property Ow6er Information Name w Phone: Street %D,,; L1.;..,v Resident of property? City, State Zip: U711 Contractor Information Name LV"4-f &;I- 4g,- Street: City, State Zip:. Phone: Fax: State License No.: Architect/Engineer Information Name: Street: Phone: Fax: City, St, Zip:E-mail: Bonding Company: Address: Mortgage Lender: IYIA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed'contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. • . . OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating const rt tion and zoning: Signiture of Owner/Agent, Date - X% ture06 ontractor/Agerit Dat Print Owner/Agent's Name r' Contractor/Agent's ame Q 7 Signature of Notary -State of Frorida Date Signatur tate of F -or-on Var o•" ' ;,,, ANNETTE BLAND Notary Public - State of Florida CortrmissionN GG 060623 My Comm: Expires Jan 16, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof . Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - Mof Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: WASTE WATER: FIRE: BUILDING:• Revised: lune 30, 2015 Permit Application TYRIELL ENTERPRISES, LLC Lic # CCC 1519158 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 We hereby contract with the above-mentioned firm to arovide materials and uerform 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 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: $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: LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County; Winter Springs Date: Stia& \ l I hereby name and appoint: an agent of to be my lawful attorney=i n- 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): Y The specific ennit and application fid .wor located at: Expiration Date for This Limited Power of Attorney: Akk License Holder Name:_ g a` - State License Nuniber: C P` C 6 `(0's Signature of License Holder: STATE OF FLORIDA COUNTY UrfjC,-e The foregoinginst t wa knowledged before me this;;L--ray of 200by who is p rsonally known to me or o who has produced identification and who did (did not) tak oatb._ i Notary Seal) YVONNE D. ELDER MY COMMISSION # GG 070331 EXPIRES: February 11, 2021 Bonded Thu Notary Pubk Undwwdtere Rev. 08.12) or type name Notary Public - State o Commission No. My Commission ires: /7 a0 zl 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 construe 'on and zoning. Sign,,: ature ot Owner/Agent Mte Si f Contractor/Agent Date r 1 r Prim er/Afent's Namc / Pri t Contractor/At<rnt's Nan e 0 -II -17 S of tai State of n de afore of N U Clyown SHANJERICA JOHNSON ....= Notary Publlc -State of ilorl0a ANNETTE BL] ND1Commission ¢6 020066 Notary Publlc -StatComtnlselon6 ; My Comm. Ettpkea Sep t3, 2080 L,tP,.n,.My Comm. Expires JOwner/Agent is Persoto a or Contractor/ e o a or Produced ID Type of ID V Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building © Electrical ® Mechanical © Plumbirig[? Gas Roof Construction Type: R3 Occupancy Use: %415. Flood Zone: 's t2' I -r—, ,N0fED Total Sq Ft of Bldg: 12 4H Min. Occupancy Load: %Z # of Stories: 1 New Construction: Electric - # of Amps 1 So Plumbing - # of Fixtures % %1 Fire Sprinkler Permit: Yes No 0 # of Meads Fire Alarm Permit: Yes No APPROVALS: ZONING: '2 - UTILITIES: ?-/?-/;7 WASTE WATER: ENGINEERING: mTC_-1-7' FIRE: BUILDING: Sr to- t- I' COMMENTS: ,'rr- SE 9- ACTT kc -ti Eb kjp 1 PL IAIA- 9U iZ L - Per variance approved on July 11, 2017 ok to construct single family structure to Parcels of Record standards. Revised: June 30, 2015 Permit Application Blanton, Deborah From: Riley, Sandra <SRiley@seminolecountyfl.gov> Sent: Tuesday, October 10, 2017 12:36 PM To: tyrellenterprises@hotmail.com Cc: Blanton, Deborah; Bland, Annette; Johnson, JoAnn Subject: 1016 Pine Av. Good Afternoon, There will be no additional Seminole County Impact Fees for the new SFR being constructed at 1016 Pine Av. 225 -19 -30 - SAG -12013-0040. Please let me know if you have any questions or need further assistance. Best Regards, SaM. O, RUtAj Program Manager I Electronic Plan Review Administrator Seminole County Building Division 1101 E. First St. Sanford FL 32771 407-665-7474 Other Helpful Links: Planning & Development I Building Permitting I ePlan Applicant User Guide I How to Apply Online Guide for Building Permits I ePlan Video Tutorials I ePlan Login Page I Planning & Development Review Division Processes I Bldg Div Forms and Applications Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** D CITY OF SANFORD love 400' a BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: T 5-1 p Documented Construction Value: $ Nei q . op Job Address: 1 0 1i0 Parcel ID• 115 -1q -?0 -54C1 -)?-00-00q0 Historic District: Yes Nog Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: t , /' A4) S)=tZ Plan Review Contact Person: Wtcd Title:Aviri L*) Phone: l'gy 3 Fax:-oto ' Xell Email:NrelJevr%ererisrsoho,r,:•,,.. Property Owner Information I Name JAAiko AAuw7t,, Phone: V Street: /0/0 1W A owt Resident of property? City, State Zip: JG1iri R'Or .41- V711 p Contractor Information Name VL(M Pi11WI4/A Phone: Street: 9,&,a &1Vtf Fax: ,40 City, State Zip: i Ui . r 3 7 State License No.: CfjG / ti 9/S JA Architect/Engineer Information Name: JG• Phone:—#07-5f f ` az Street: 1qq Fax: #07- 3 fV / 3 2 2 City, St, Zip: 3 1 E-mail: kgdey ko 'bvAo(i tnl. cora Bonding Company: AIA Mortgage Lender:/I 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, \ furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date or application and the code in effect as of that date: Vb Edition (2014) Florida Building Code \\ Revised: June 30, 2015 `i r—/ Permit Application nC4, n reL)F isI(P CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ t/O, C'i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Contractor/Agent Date Print Contractor/Agent's Name S rl ature of Notary -State of Florida Date SHANJERICA JOHNSON Notary Public . State of Florida _ Commission N ¢G 029666 My Comm. Expires Sep 13.2020 Owner/Agentis Persona y own to a or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID LNC-Ozvp- VI9 In BELOW IS FOR OFFICE USE ONLY Pefrmits Required: Bitilding Electiical Mechadical Pltimbirig 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: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: 40 WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application THIS IN TRUMENT PREPARED BY: Name: flj.'T Address: 1 NOTICE OF COMMENCEMENT Permit Number: Parcel ID NumberAs- A-30 - SMA- ILO S-00 40 illiol l o1M1 c 1 GRANT MALOYr SEM COMFTROL CLERY. OF CIRCUIT COURTiPes) eY` 5920 F9 2017052050 FMCLERY. S )5/2'121 17 12:26:16RECORDEDRECORDINGFEES 'h10.0C RECORDED EY tsmith The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: beiria it ' 3. OWNER INFORMATI N OR L SSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: I V4%V14 U "ClW4aQN . 1 Interest in property: Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: LA. tn1 Ci -Y -3Lt.. Phone Number: ^11'11 2 G's 2 _ Address:2.(P WIVQW4 CWrt. WSSiORN C S. SURETY (If applicable, a copy of the payment bond is attached): Name: MIAv N Address: C_ Amount of Bond: Q. " 7, 6. LENDER: Name c[Jn1 & iA)Irt4j COIMf UJAlhi k9W ! eAt Phone Number: 1407- 0i 5- arAddress:534 14 UKt Mts Blvd. Sanford. rL 32 ' N" 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Authorized 011icer/Director/Partner/Manager) State of O County of Szm- (fv)\'e, The foregoing ingtrumen was ac o edged before me this day of k /tet I . _ ` 1 M I1/1rh ./1 by 11k.AVl yl• Imo\/4II 1 l. X I i I Nemo of penton making statemen who has produced identificatiorol"'fpe of identification produced: sO ` ;7S"ANJE7RIAOHNSON ate of Florida G 029868 Se 13, D 2020 Who is Dersonally known to me D OR sUIIIIIIttF!Mk%WAd I 5,WA— R 1 Vt, Property Record Card PParcel: 25-19-30-5AG-1208-0040 Owner: ROBINSON TRAVIS G sccoo s+rv,raona Property Address: 1016 PINE AVE SANFORD, FL 32771-2672 Parcel Information Parcel 25-19-30-5AG-1208-0040 Owner ROBINSON TRAVIS G Property Address 1016 PINE AVE SANFORD, FL 32771-2672 Mailing 1016 PINE AVE SANFORD, FL 32771-2672 Subdivision Name SANFORD TOWN OF Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2014) u Legal Description LOT 4 BLK 12 TR B TOWN OF SANFORD PB 1 PG 56 Taxes Value Summary 4 I Tax Amount without SOH: $0.00 i 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice jjghg Does NOT INCLUDE Non Ad Valorem Assessments County GIS Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 16,137 15,420 Depreciated EXFT Value 23,873 23,873 Land Value (Market) Land Value Ag 8,138 8,138 Jus a et Value "Value " 24,275 23,558 Portability Adj Save Our Homes Adj 402 176 Amendment 1 Adj P&G Adj 0 0 Assessed Value 23,873 23,382 4 I Tax Amount without SOH: $0.00 i 2016 Tax Bill Amount $0.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice jjghg Does NOT INCLUDE Non Ad Valorem Assessments County GIS Taxing Authority Assessment Value Exempt Values Taxable Value Amount Qualified County Bonds County General Fund 23,873 23,873 23,873 23,873 0 0 Schools 23,873 23,873 0 City Sanford 23,873 23,873 0 SJWM(Saint Johns Water Management) 23,873 1 23,873 0 Sales Description Date Book Page Amount Qualified Vac/Imp FINAL JUDGEMENT 10/1/2011 07657 = 100 'No Improved SPECIAL WARRANTY DEED 8/1/2000 03907 1447 02106 11302 3,100 No 1,500 No Improved ImprovedWARRANTYDEED1/1/1988 Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 50.00 1 124.00 0 I $175.00 $8,138 Building Information t/Description Year Built Area SF SF Wall Value ValueAreaTotalSFLivingSFExtWallAdjValueReplValue AppendagessActual/Effective PO w City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Harris Tyrell Firm: Tyrell Enterprises, LLC Address: 2660 Hilliard Court City: Kissimmee State: FL Zip Code: 34744 Phone: 321-945-2936 Fax: Email: tyrellenterprises@hotmail.com Property Address: 1016 Pine Avenue Property Owner: Travis Robinson Parcel identification Number: 25-19-30-5AG-1208-0040 Phone Number: Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O 'FICI L SE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-1518 Reviewed by: Michael Cash, CFM Date: August 28, 2017 Lot 8 Block 12. Tier B Set %" Reber Cap 'LB 762 0 0 d6 Lot 9 b LU ISlock 12. Tier B O ; to 0 0 z Set W Rebar Cap'LB 762. N 8'4'53'22' r 123.981M) -] ` Fnd.:S' Rebar a J3/ doss 124.00' (P) 1.3S IJl & Cap LS 33er o (t 0 N Lot to w 1 Lot 5 it Plock 12. to I Block 12. I"tor 0 9 Tfor B toO l 0 1 - z 124.00' (P) I — n A Lot 3 Block 12. O Tier B I 61 x 124.00' (P) N 89'50'09" E x24.00' (M) d Zeal 6• Crushed Aspha4 x 1 Alleyway a qi> x x Lot 4 One Block 12• Frame Tier B Y f ee.l• , L26.. S'WRobar S & Cop'I.B 1023' 2 p i F" LsNail z'Dfs` 10TH Street I 1 m =3 3 C 1• Qcca .. x1CrWa O1 L N C a Iv d U I-Site Benchmark Information - I lij#1 Set Nail & Disk "LB 7623". Elevation: 28.03' 2 Set Nail & Disk "LB 7623'. Elevation: 28.12' Benchmark Information - N I Seminole County Benchmark #360.59. 111 Found PK Nail in a parking lot at the intersection o I Celery Avenue and Sanford Avenue, Elevation 2! o I (Elevations are based upon NAVD 88 Datum) 0 z I I I I N I W4 E S 66' Right -of -Way) a I Graphic Scalo 11 TH Street• N 89050'09" E "BB" N 09°50'09" E 485.52'(C) "BB_ _ (Asphalt Road _ — — 330.00' (P) & (C) ; 3 • ' I Scalo: 1'.30' t Caner NOT Located Fnd. Nall & lak I Calwatod Point 'LS 3302' ann.,,__,.: x y -y— •wwrr Lot 8 Block 12. rear B I Set %* Rebar a Cap 't.8 762 b 0 Lci Lot 9 Mock 12. w Tier B 1 to En0 0 z Set W Rebar a Cap'LB 7623' Lot 3 Block 12, liar B x 124.00' (P) N 89.50'09" E 124.00'(M) sa 2ad x G Crushed MOM x AJWYWZi a x x Lot 4 One Brock 12, Frame Tier B y ' X6.1 1 N W in Q. x FrW.S33Disk 1 OTH Street W CL W F o04 I 111 So Robor I a Cap '1.870'!.3_1on N o a 29.3'':•gin ^' v r` o s.r c wed Porchz 611 Fnd. W Rebar a •Ls 336r lam #1 C'0. cc tt> C, Q t w x raN o 60a < o z I I-Site Benchmark Information- Ij#1 I Set Nail & Disk "LB 7623". Elevation: 28.03' I lj #2 I Set Nail & Disk "LB 7623'. Elevation: 28.12' I Benchmark Information - Seminole County Benchmark #360.59. Found PK Nail in a parking lot at the intersection I Celery Avenue and Sanford Avenue, Elevation 2E Elevations are based upon NAVD 88 Datum) a 0.s's 124.00' (P) +.YSJI" v I Irco o } co I I N I ii a 1.0110 w I Lots I Ibow I N 1.11ock 12. co I Block 12. c b I 1 gel B 9 Tier B o IU I —_41.0P CIjI W W E r — 124.00' (P) 1 I S 66' Right -of -Way) a I Graphic Scala 11 TH Street I N 89°50'09" E "BB" N 09°50'09" B 485.52' (C) "BB" (Asphalt Roadjy — — — 11J 330.00' (P) & (C) 1 3 1 - ------bbr` Scala: 1'.30' Y r Canoe NOT Located Fnd. Nail a isk Cawatod Point IS 3382' i ca_I4P N _V 1NU inNl1- ulu Ir R EQUERE]D INSPECTION SEQUENCE PP# t -1-191t Address: AdG BurLDING PERMIT min Max . IIns ection Description o Footer / Setback Zo , Stemwall Foundation / Form Board Survey p Slab / Mono Slab Pre our Min Max Lintel / Tie Beam / Fill / Down Cell s Sheathing — Walls so Sheathing — Roof oo Roof Dry In l0 Frame gp Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Ins ection Final Solar Final Firewall o Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL (PERMIT min Max IInS ection Description Electric Underground p Footer / Slab Steel Bond p Electric Rough T.U.G. Pre -Power Final Electric Final lW' AMZO=N 1 F t:' kim1 . ? [3S=-- Inspection Description Plumbing=a . .. Plumbing Kudiabing Tub Set 1111 ' M nw. i R. M. WCHAIVICAL%1PERM-IT Min Max Inspection Description p Mechanical Rough ppm Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final FIELD DENSITY REPORT Project: 1016 Pine Avenue Date: 10/30/17 Address: Sanford, FL 32771 Project No.: 17-279 Client: Tyrell Enterprises Permit Agency: Contractor: Tyrell Enterprises Permit No.: Proctor No.: 9662 Max. Dry Density (PCF): 108.6 Opt. Moisture (%): 11.5 Technician: K. Graf Material Description: Soil: brown slightly silty sand with traces of roots and clay LOCATION: Pad / driveway: house / house entrance: grade W8Jren J. eatrick, P.E. ” FIO ida Registration No.: t3as 1 TACE OF 9 , 4issport is exrh 0 14 cc: Harris Tyrell, Tyrell Enterprises (original, email) the use of the client indicated above and shall not be reproduced exce in full without the written consent of DEA. Drive • Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 TEST LOCATION I Center pad Center driveway 0 top of budding pad lyZa W8Jren J. eatrick, P.E. ” FIO ida Registration No.: t3as 1 TACE OF 9 , 4issport is exrh 0 14 cc: Harris Tyrell, Tyrell Enterprises (original, email) the use of the client indicated above and shall not be reproduced exce in full without the written consent of DEA. Drive • Orlando, Florida 32827 9 Ph: (407) 851-9776 9 Fax: (407) 851-6115 IDGATMCK ENGINEERING ASSOCIATES. INC. WASH 200 --ASTM D 1140-00 PROJECT: 1016 Pine Avenue PROTECT #: 17-279 DATE SAMPLED: 10/30/17 ADDRESS: Sanford, FL 32771 PERMIT #: DATE TESTED: . 11/01/17 CLIENT: Tyrell Enterprises TECHNICIAN: 1C Graf CONTRACTOR: Tyrell Enterprises PROCTOR #: 9662 LAB #: 6837 LOCATION: Pad: house pad: grade MATERIAL DESCRIPTION: Soil: brown slightly silty sand with traces of roots and clay 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): 97.0 THE SUM OF b - c (grams): 3.0 a = [(b-c)/b] x 100 a) % PASSING 200 SIEVE RETAINED 200 SIEVE 3.0 97.0 pEArp;"viiiJ...... E ,•.•!f ,moi oY, y •. * cc: Harris Tyrell, Tyrell Enterprises (original, email) 0 Warren . L atri1 P.Iu ipritia Re,rtat or. Z13165 tttrt 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 9 Orlando, Florida 32827 • Pb: (407) 851-9776 9 Fax: (407) 851-6115 Lot 8 81ock 12. Tier B Lot 3 Block 12, Tier B I 124.00' (P) Set VV Rebar N 89°50'09" E 124.00' (M) Cap 'LB 7623' 1 330.00' (P) & (C) Set %' Rebar Asphalt FndFnd. Nal LS 3382' aleYway ens.. mY Din— on d. Dew sho.n. B m I"romsaan Icm.M1.d m w Nowd art C°M°ers ip Ma awrWard WRaclra Wr LaM Surwyapn Me SWe wFlvld.'n evsad.rce win C^aww SJ -f /:5 Gb 7e Ayn__. Cp .FSAeurw ,12 11 GAxiaa S.atutes. B 0 Pg. Page 6.7' y q......... CM od 25.1. AaalOve,lungs. Ono 9—M OtaA esan i Owers M1,ve NOT heen 1-- UNLESS omerwee .1. f-sCK'y a','vr" SIE/ -io LotB uo W PO .L -Poolw Lm Lot 4 Stanwell Foundation.'.'- Block 12. DaavpOm PP - Pows Pole 25.0'OTopofConcrete Tier 8I N PRM-Permer—Rtlarinoa Morurerd BIodL 12, FFE=29.96 x CL in Ln LonoC- 26.0• Tier B L.pip. a.a P _ , z Ireland & Associates Surveying, Inc Set %' Rebar M M.esese Sj-Set'Fl Reear& 8 Cap'LB 7623• 1301 S. Inlematlonal Parkway Suite 2001 OrBr Nei & Disk Nmfiadia Rebar Cap 78 7823' Typ. -Typical ti oss N 66-53-22- 123.98 ) 124.00' (P) 1.3•s- ORldll Rerun Bort 00 N Lot 10 W Lot 5 Block 12, aD I Block 12, Tier B 0 z Tier B Fnd. Nail N 89°50'09" E 485.52' C 'BB" No Idenbfiratwn) _ t — ( ) FOUNDATION SURVEY Legal Description: LOT 4, BLOCK 12, TIER B, TOWN OF SANFORD ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 56 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Flood Information: By PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW FEMAGOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF SANFORD. COMMUNITY NUMBER 120294, DATED 0728/2007. CERTIFIEDTO: TYRELL ENTERPRISES Fnd.Nail & S 3382Disk 10TH Street I I I 1 N 89°50'09" E "BB" 1 330.00' (P) & (C) Set %' Rebar File Number. IS -36463 F0 Corner NOT Located FndFnd. Nal Cap'LB 7623' LS 3382' wei«r to,nr f,srmenu,Mrw Aram.dpn, w A«p.e. Beann Wes+nwnM1ert°n. is AswmM art Based upon McL.K DerorM wnn a'88- Wl Tiesa,e NOT to Mused to eeeonsteu<I Pope,ly Lines ens.. mY Din— on d. Dew sho.n. B m I"romsaan Icm.M1.d m w Nowd art C°M°ers ip Ma awrWard WRaclra Wr LaM Surwyapn Me SWe wFlvld.'n evsad.rce win C^aww SJ -f /:5 Gb 7e Ayn__. Cp .FSAeurw ,12 11 GAxiaa S.atutes. B CAP."T” Pg. Page Bhn<e Ownenn,p.s NOT determinM CM T U 25.1. AaalOve,lungs. Ono 9—M OtaA esan i Owers M1,ve NOT heen 1-- UNLESS omerwee .1. f-sCK'y a','vr" SIE/ -ioDmeCanaawPO .L -Poolw Lm Seq«:Tarts+M/wD,ankNd busgns „e,pp.onmat<aM MUST er.e,d,eo try rOe D DaavpOm PP - Pows Pole 25.0'O sb, y. •' nTr••` 4a 1 2 OI Q zWo PRM-Permer—Rtlarinoa Morurerd use of This Sus "Y Pwposes ulna man mtrnded, Wim°wwr—vmriatan, Wale Patrick K. Irelan 3 •, P_•6637 L87623 x CL in 7 RT - R Ralhap( TangQY.y LonoC- 26.0• Th18 Survey IS In ",tgl se of Said CeNGed Par4ee. Th6 NOT VILD and Blromaad with asci a L.pip. a.a P _ , zz Ireland & Associates Surveying, Inc M M.esese Sj-Set'Fl Reear& 1301 S. Inlematlonal Parkway Suite 2001 OrBr Nei & Disk Nmfiadia Cap 'LS 3382' U c5O G Wlosom I In M z a_ ino0 N 41.0' 66' Right -of -Way) 11 TH Street Asphalt Road) Site Benchmark Informatior:- ii #1 Set Nail & Disk "LB 7623". Elevation: 28.03' 2 Set Nail & Disk "LB 7623". Elevation: 28.12' I Benchmark Information- Seminole County Benchmark #360.59.01 Found PK Nail in a parking lot at the intersection of Celery Avenue and Sanford Avenue, Elevation 29.01' Elevations are based upon NAVD 88 Datum) I N 89°50'09" E "BB" 330.00' (P) & (C) Drawn BY: J.R. File Number. IS -36463 F0 Corner NOT Located FndFnd. Nal Calculated Pant LS 3382' 1016 PINE AVENUE, SANFORD, FLORIDA 32771 0' 15' 30' 60' Scale: 1"=30' Field D3te:10/20/2017 Date Completed: 10/24/201 Drawn BY: J.R. File Number. IS -36463 F0 m. L—I SUwNN1 eyalent Alwn.,7v,pPNnn Oren.n:.. NOTI,rr„Ar,r„a,re rse,p, o.<n.psaarw waw, IM1ertM1y cetiLv am N, Apur dory S.,,sey N ine eNde bewaA- Pro°eny'n ewseT= P, IN.l ol"q-9..a a.Ir:—."dy S".r.e C L end- C,,I ewd PG -Pott of Cuneeaa wei«r to,nr f,srmenu,Mrw Aram.dpn, w A«p.e. Beann Wes+nwnM1ert°n. is AswmM art Based upon McL.K DerorM wnn a'88- Wl Tiesa,e NOT to Mused to eeeonsteu<I Pope,ly Lines ens.. mY Din— on d. Dew sho.n. B m I"romsaan Icm.M1.d m w Nowd art C°M°ers ip Ma awrWard WRaclra Wr LaM Surwyapn Me SWe wFlvld.'n evsad.rce win C^aww SJ -f /:5 Gb 7e Ayn__. Cp .FSAeurw ,12 11 GAxiaa S.atutes. B CAP."T” Pg. Page B hn<e Ownenn,p.s NOT determinM CM C.__Blob Const. Monfnenl PI -Part Of lnlaestbn P.0 B. - Punt of Be¢ri a AaalOve,lungs. Ono 9—M OtaA esan i Owers M1,ve NOT heen 1-- UNLESS omerwee .1. f-sCK'y a','vr" SIE/ -ioDmeCanaawPO .L -Poolw Lm Seq«:Tarts+M/wD,ankNd busgns „e,pp.onmat<aM MUST er.e,d,eo try rOe D DaavpOm PP - Pows Pole PwoP.wLe urmty Lw+tion comP+n.s. sb, y. •' nTr••` 4a 1 DEEemt Drriuga Easement Easamarnt PRM-Permer—Rtlarinoa Morurerd use of This Sus "Y Pwposes ulna man mtrnded, Wim°wwr—vmriatan, Wale Patrick K. Irelan 3 •, P_•6637 L87623 F. E.MA-FadanlEme M nlerA 7 RT - R Ralhap( TangQY.y wmeusestswe Anx mehl,.1 uaea 1. 5urvry«.Npmnq Nnronsnall ee Cons[ruM to9ive ANY Ai9ntsoramelns to My°r eOmertnan lM1ou Ce,lifed. Th18 Survey IS In ",tgl se of Said CeNGed Par4ee. Th6 NOT VILD and Blromaad with asci a L.pip. a.a P _ , gNTBOriNifwf5l NONE VISIBLE Ireland & Associates Surveying, Inc M M.esese Sj-Set'Fl Reear& 1301 S. Inlematlonal Parkway Suite 2001 N&D4,R Nei & Disk Nmfiadia Rebar Cap 78 7823' Typ. -Typical Lake Mary, Florida 32746 ORB ORldll Rerun Bort UE -Utah Eaernxt www.iralandsuiveying.com 0.8. 0- PPat BookwoadFence A - DWiCe IraVraa) 0- Chain Urk Fancy Office -407.678.3366 Fax -407.320.8165/ RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method i1 Project Name: Robinson Home Reconstruction Builder Name: Tyrell Enterprises, LLC Street: 1016 Pine Avenue Permit Office: C' °S°rd U4NFORD City, State, Zip: Sanford , FL , 32771 Permit Number. i 1 / - 1 5j 1 8 Owner. Travis Robinson Jurisdiction: City of Sanford Design Location: FL, Sanford County:: seminole (Florida Climate Zone 2 ) 1. New construction or e)dsting New (From Plans) 9. Wall Types (1214.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, 6derior R=8.0 1214.70 IF b. WA R= ft' 3. Number of units, if multiple family 1 c. WA R= IF 4. Number of Bedrooms 3 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types (1158.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1158.001111 6. Conditioned floor area above grade (ft2) 1158 b. WA R= ft' Conditioned floor area below grade (ftp 0 c. N/A R= ft= 11. Ducts R IF 7. Windows(101.1 sgft.) Description Area a. Sup: Main, Ret: Main, AH: Main 6 231.6 a. U -Factor. Dbl, U=0.29 101.13 ft' SHGC: SHGC--0.23 b. U -Factor. N/A fP 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 14.5 SEER:15.00 c. U -Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor. N/A ft' 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 sqR.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0-0 1158.00 11:2 b. Conservation features b. WA R= IF None c. N/A R= ft' 15. Credits CF, WHF Glass/Floor Area: 0.087 Total Proposed Modified Loads: 37.31 PASSTotalBaselineLoads: 46.19 I hereby certify that the plans and specifications covered by Review of the plans andTHE STq, this calculation are in compliance with the Florida Energy specifications covered by this f Code. calculation indicates compliance y , ''' '_ with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: this building will be inspected for V -' a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. i, C O with the Florida Energy Code. Op WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: to, -3 -jj 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 Qn 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 Qn for whole house. 5/15/201710:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Robinson Home Reconstructi Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1553 Lot # Owner. Travis Robinson Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Tyrell Enterprises, LLC Rotate Angle: 0 Street: 1016 Pine 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 TempV IM Design Temp Heating Design Daily Temp 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 Blockl 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 18% No 0 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value rite Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 69.6 ft 553 ft' 1 0 0 2 Slab -On -Grade Edge Insulatio Bedroom 3 26 ft 152 ft' 1 0 0 3 Slab -On -Grade Edge Insulatio Bathroom 2 6 ft 46 ft' 1 0 0 4 Slab -On -Grade Edge Insulatio Bedroom 2 13 ft 130 ft' 1 0 0 5 Slab -On -Grade Edge Insulatio Bathroom 1 6 ft 45 fN 1 0 0 6 Slab -On -Grade Edge Insulatio Master Bedroom 25 ft 232 ft= 1 0 0 5/15/2017 10:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 5/15/201710:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or shed Composition shingles 1295 ft= 290 1`12 White 0.96 No 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1158 tN N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 553 fP 0.11 Wood 2 Under Attic (Vented) Bedroom 3 30 Blown 152 ft° 0.11 Wood 3 Under Attic (Vented) Bathroom 2 30 Bloom 46 fN 0.11 Wood 4 Under Attic (Vented) Bedroom 2 30 Blown 130 ft' 0.11 Wood 5 Under Attic (Vented) Bathroom 1 30 Blown 45 fP 0.11 Wood 6 Under Attic (Vented) Master Bedroom 30 Blown 232 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 W Exterior Concrete Block - Int InsuBedroom 3 8 12 8 96.011P 0 0.75 0 2 S Exterior Concrete Block - Int InsuBedroom 3 8 13 4 8 106.7 fP 0 0.75 0 3 S Exterior Concrete Block - IM InsrBathroom 2 8 6 8 48.0 ft' 0 0.75 0 4 S Exterior Concrete Block - Int InsuBedroom 2 8 13 2 8 105.3 fP 0 0.75 0 5 S Exterior Concrete Block - Int InsiBathroom 1 8 6 0 8 48.0 fP 0 0.75 0 6 S Exterior Concrete Block - IM InsMaster Bedro 8 13 8 8 109.3 ft' 0 0.75 0 7 E Exterior Concrete Block - Int InsMaster Bedro 8 12 4 8 98.7 fP 0 0.75 0 8 N Exterior Concrete Block - Int InsMaster Bedro 8 6 8 8 53.3 fN 0 0.75 0 9 E Exterior Concrete Block - Int Insul Main 8 11 8 8 93.3 ft= 0 0.75 0 10 N Exterior Concrete Block - Int Insul Main 8 45 8 360.0 fP 0 0.75 0 11 W Exterior Concrete Block - Int Insul Main 8 12 8 96.0 ft' 0 0.75 0 DOORS Omt Door Type Space Storms U -Value Area Ft In Ft Inln 1 E Insulated Main None 46 3 6 8 20 fP 2 W Insulated Main None 46 6 6 8 40 ft= 5/15/201710:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 5/152017 10:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 WINDOWS Orientation shown is the entered. Proposed orientation. V # Wall Omt ID Frame Panes NFRC Overhang U -Factor SHGC Area Depth Separation Int Shade Screening 1 2 3 4 5 S 2 Vinyl Low -E Double Yes S 4 Vinyl Low -E Double Yes S 5 Vinyl Low -E Double Yes E 7 Vinyl Low -E Double Yes N 10 Vinyl Low -E Double Yes 0.29 0.23 16.2 ft' 24 ft 0 in Oft 16 in 0.29 0.23 16.2 ft' 0 ft 24 in Oft 16 in 0.29 0.23 4.0 ft2 Oft 24 in Oft 16 in 0.29 0.23 32.4 W 0 ft 24 in 0 ft 60 in 0.29 0.23 32.4 W 0 ft 24 in Oft 16 in Drapes/blinds Drapes/blinds Drapes/blinds Drapesiblinds Drapes/blinds None None None None 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 sy01 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 Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply — — Return — Air CFM 25 CFM25 Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Main 6 231.6 ft Main 57.9 ft= Prop. Leak Free Main — cfm 34.7 c1rn 0.03 0.50 1 1 5/152017 10:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 5/15/201710:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: None Ceiling Fans: Cooling Jan Heating Jan H Feb Feb W Mar Mar Aprf f Me Jun Jun Jul Jul Au Aug n Se SeP Oct Oct Nov Dec Jan Feb Mar X] Aor maay Jun Jul Aug Sep X Nov DecVenting 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 5/15/201710:29 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 1016 Pine Avenue, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=8.0 1214.70 ft' b. WA R= ft2 3. Number of units, if multiple family 1 c. WA R= 1P 4. Number of Bedrooms 3 d. WA R= ftp 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1158.00 ft= 6. Conditioned floor area (ft) 1553 b. WA R= ft' 7. Windows" Description Area c. WA R= fe a. U -Factor. Dbl, U=0.29 101.13 ft' 11. Duds a. Sup: Main, Ret: Main, AH: Main R ft' 6 231.6 SHGC: SHGC=0.23 b. U -Factor. WA fN SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor. WA ft' a. Central Unit 14.5 SEER:15.00 SHGC: d. U -Factor. WA ft2 13. Heating systems kBtuthr Efficiency SHGC: a. Electric Heat Pump 18.0 HSPF:8.50 Area Weighted Average Overhang Depth: 5.522 ft. Area Weighted Average SHGC: 0.230 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1158.00 fF a. Electric EF: 0.95 b. WA R= ft= b. Conservation features c. WA R= ft' None 15. Credits CF, WHF 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: uf: M 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. 5115/201710:29 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 1016 Pine Avenue Permit Number. Sanford. FL , 32771 MANDATORY REQUIREMENTS see individual code sections for full details. O 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. O 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 8402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402A.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O 8402.4.3 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 AAMANVDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. O R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O 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 forth the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be 'substantially leak free by either of the following: 1. Post -construction test Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (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 or equal 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. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/15/201710:29 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. D 8403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. 0 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. Extemal heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 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 dearly 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 bumer(s) of combustion types of service water heating systems to be turned off. 0 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 a tiR angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 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 dose when the ventilation system is not operating. 0 8403.6 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 bads 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 swing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/152017 10:29 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: 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. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. O 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. p 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. O 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 Cas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O 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 O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 8405.2.1 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. 5/152017 10:29 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Robinson Home Reconstruction Builder Name: Tyrell Enterprises, LLC Street: 1016 Pine Avenue Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number. System 3 Design Location: FL, Sanford Jurisdiction: City of Sanford 5 Total House Dud Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 1 System 2 cfm25(Out) 3 System 3 cfin25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide by Leakage total Conditioned Floor Area) Qn,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage On 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: 0j"E STq 0, y` 1 CO0 WE 5/15/2017 10:29 PM EnergyGauge® 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: Robinson Home Reconstruction Builder Name: Tyrell Enterprises, LLC Street: 1016 Pine Avenue Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number. Owner: Travis Robinson 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. Comers 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 10:29 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 v0CA,wftuD au4 w%BrRTm 04, 1 a 0l echA vim+- to e7A4eri or hfo, ti p al+ ex upset eveQUALMeEa+ oM it i?r nn^ ropy Aw Q" 1 11 is a& Fr. U ATMM Lv~ umar. FLOOR PLAN mw. la"mr. 4ONCT LA O uT od *Vk+ e5tieti or rouAh foof G Wc- G N SH. go, D G V D Z n v_ 3 EC0 Z 2 -WA FM. v L c P 00 3"VTR jl 2" VTR I1 I ' I I ' I I ' I TUB/SH. I WC Ij ry I 1 3 % A I I 1 1 1 SAN TYP. SANITARY RISER DIAGRAM APPLICABLE CODE: Florida Building Code 5th Edition 2014) Plumbing - K.S. OISP. W DORVENT SAN E:>cIP 17- /9 li's APPROVED P f A. ^' 2_—I —7 DEPT. Per variance approved on July 11, 2017 ok to construct single family structure to Parcels of Record standards. RECORD COPY Lot 8 I Lot 3 Block 12, Block 12, Tier B I Tier B I 124.00' (P) x Set ''1W, Rebar N 89°50'09" E 124.00' (M) Cap "LB 7623" 601 2a 0' x Z t r- " frsZ",5 Set %' Rebar 2CP C4 8? Cap "LB 7623" • y 6 N 89°53'22" 123.98 a o.124.00' (P) 0 0 0 LO Lot 10 Lu Lot 5 Block 12, co Block 12, cc Tier B Tier B cc 0 zi 124.00' (P) Fnd. Nail No Identification) N 89°50'09" E 485.52'(C) "BB" 0 -- — — —q — — — — Fnd. Nail & Disk LSLS 3382" 1 VTu Street z o aa O C ~ 1 Set{ ebar x & Ca7623" L q ? r a JF 2 Z-- , ds' cam. Fnd.'/s' Rebar 1.3' S & Cap "LS 3382" U co cq ori lam o Lu 0 66' Right -of -Way) 1 i T H Street Asphalt Road) BOUNDARY SURVEYj= coo 6' Crushed Asphalt o Cr) y Lot 9 LO Block 12, O Lu WxLot 'L Tier B CnBlock Ic) in 1 12,- dTierBrM Z t r- " frsZ",5 Set %' Rebar 2CP C4 8? Cap "LB 7623" • y 6 N 89°53'22" 123.98 a o.124.00' (P) 0 0 0 LO Lot 10 Lu Lot 5 Block 12, co Block 12, cc Tier B Tier B cc 0 zi 124.00' (P) Fnd. Nail No Identification) N 89°50'09" E 485.52'(C) "BB" 0 -- — — —q — — — — Fnd. Nail & Disk LSLS 3382" 1 VTu Street z o aa O C ~ 1 Set{ ebar x & Ca7623" L q ? r a JF 2 Z-- , ds' cam. Fnd.'/s' Rebar 1.3' S & Cap "LS 3382" U co cq ori lam o Lu 0 66' Right -of -Way) 1 i T H Street Asphalt Road) BOUNDARY SURVEYj= coo I Q Cr) d Legal Description: W 1 LOT 4, BLOCK 12, TIER B, TOWN OF SANFORD ACCORDING TO THE PLAT THEREOF, AS I hereby Certify that VNs Boundary Survey of the above Descrlbea Property Is x. RECORDED IN PLAT BOOK 1, PAGE 56 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.yFLORIDA. r4 - 4 J Trio anaConnect tothe East oFnryKnowiedgearid Belief asrecently Surveyed Subject to any Easements and/or Restrictions of Record. under my Direction on the Date Shown Based m Information furnished to Me Flood Information: Legend- Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a •BB". BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO C CalculatedPC Centedine BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. Building Ties are NOT ro be used to reconstruct Property Lines. Fence Ownership Is NOT determined CERTIFIED TO: Concrete Block Concrete Monument Concrete PI - Point of Intersection P.O.B. - Pant of Beginning PO.L. TYRELL ENTERPRISES S,•\CK nlfi, t D aC13 coo I Q Cr) d Y V W 1 Survey is Based upon the Legal Description Supplied by Client. I hereby Certify that VNs Boundary Survey of the above Descrlbea Property Is Drawn By:G.G, lav_ I CO N N o' i do Site Benchmark Information- ii#1 Set Nail & Disk "LB 7623". Elevation: 28.03' Qr #2 Set Nail & Disk "LB 7623". Elevation: 28.12' I Benchmark Information - Seminole Countv Benchmark #360.59.01 I N 89050'09" E "BB" 330.00'(P) & (C) Comer NOT Located FndFnd. Nai Calculated Point " LS 3382" Found PK Nail in a parking lot at the intersection of Celery Avenue and Sanford Avenue, Elevation 29.01' Elevations are based upon NAVD 88 Datum) 11 Graphic Scale 1016 PINE AVENUE SANFORD, FLORIDA 32771 eFl.ld Date 4/18/2017 Date Completed: 4/20/2017 NOTES- Survey is Based upon the Legal Description Supplied by Client. I hereby Certify that VNs Boundary Survey of the above Descrlbea Property Is Drawn By:G.G, Flle Number: IS-36463 Abuning Properties Deeds have NOTbeen Researched forGaps. Overlaps and/or Hiatus. Trio anaConnect tothe East oFnryKnowiedgearid Belief asrecently Surveyed Subject to any Easements and/or Restrictions of Record. under my Direction on the Date Shown Based m Information furnished to Me Legend- Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a •BB". as Noted and Conform- to the Standard of Practice for Land Su'eying In the State of Florida In accorc:ance wen Chapter 6,J-1 7.052 FloridaCCalculatedPC Centedine Point of Curvature Pg, - Page Building Ties are NOT ro be used to reconstruct Property Lines. Fence Ownership Is NOT determined Administrathre Codes pursuantBon 472LL27 Florda Statutes. i\ CB CM Conc. Concrete Block Concrete Monument Concrete PI - Point of Intersection P.O.B. - Pant of Beginning PO.L. Roof Overhangs Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted S,•\CK nlfi, t D Description Point on Line PP - Power Pole SepucTanks and/or Drainfield locations are approximateand MU5Tbeverfled by appropriate Utility Location Companies. r THc DE Drainage Easement PRM - Permanent Reference Use ofTh,s Survey for Purposes otherthan Intended, Without Written Verification, Will be sT FIRM c6637Esmt F.E.M.A. Easement Federal Emergency Monument PT - Point Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be ppPatrickK.Ivelan ''.!(pwoP LB 7623 Management Agency of R Radius Construed to give ANY Rights pr Benefits to Anyone Other than those Certified. This Sury.- IS Ifltend IuI;Y,(gr use of Said Ce,tified Parties. FFE Finished Floor Elevation Rad. - Radial ThisSwiey NOT VALID UN and Emhosse with, Surveyors Seal, Fnd. Found Iron Pipe R&C Rewe tipRed. POIWTSOFtNTERES-- NONE VISIBLE Ireland &° Inc, LL Length (Arc) Rfd. -Rooted t4sscc a s LSil e' rtig 1 MN&D Measured Nail & Disk Set Set G' Rebar & Rebar Cap "LB 7623" 1301 S. irtterrationai Parkway Suite 2001 N. R. Non-Radial Typ. -Typical Lake Mary, Florida 32746 ORB Official Records Book UE - Utility Easement wwvw.irelandsurveying.com PP.B. PlatPlat Book WM -Water Meter A - Delta (Central Angle) Office -407.678.3366 Fax -407.320.8165 0- Wood Fence 0- - Chain Link Fence I,h_ standard Truss d Roof Supply. Inc Due Date: 608 N 12th Street STANDARD Haines City, Fl. 33844 V O W 7 o Will BO Live: X BC Dead: o Total: L - - - ---- z G 0 6 V Ln v 00 I,h_ standard Truss d Roof Supply. Inc Due Date: 608 N 12th Street STANDARD Haines City, Fl. 33844 TRUSS Ph (863) 4 22.2.59 Fax (863) 421-2201 SANFORD. FL Wes Rep: gay Job #: JR218-17 Due Date: Scale- N T S I Date- 5/5/2017 TC Live. 20 0 Will TC Dead: 7 o Will BO Live: o o Iblft' BC Dead: 1001wft' Total: L - - - ---- Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' aco" COPY RE: JR218-17 - NEW RES. Site Information: Customer Info: TYRELL ENTERPRISES Lot/Block: Address: 1016 PINE AVE City: SANFORD 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: FBC2014ITP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-]0 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. I Seal# I Truss Name Date 1 1 T11060250 1 T-01 5/5/17 I 12 1 T11060251 1 T-02 1 5/5/17 I 13 1 T1 1060252 1 T-03 15/5/1Z_1 14 1 T1 1060253 1 T-04 _ 15/5/17 15 1 T11060254 1 T-05 5/5/17 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: Albani, Thomas 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 jurisdictions) 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. 9380 it = p' S AT OF Z i O R 1 QG%`. Thomas A. Albanl PE No.39380 Mlrek USA, Inc. Ft. Cert 6634 6904 Parke East Blvd. Tampa Ft. 33610 Date: May 5,2017 Albani, Thomas I of I Job Truss Truss Type Ory Ply NEW RES. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 711060250 JR218-17 T-01 Common Supported Gable 1 1 BC 0.04 Ven(TL) -0.01 9 rVr 120 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) Standard Truss 8 Roof Supply, Haines Cly, Florida 338444400 8.ulu s Apr zu zuiu Mn ak industries, irrc. Fri May 05 11.27 47 2017 r ID:ghsSidvT2e7gMnGIV8usZ 1 zJZhP•ndW ZhU_3xCouLwoJZwotkX3A11aKwc2gGgXiblu 12.4.0 1 13.8.0 40 = Scale = 1:24.5 la NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511; B=4511; L=2411; eave=211; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3)-1-4-13 to 1-7-3, Exledor(2) 1-7-3 to 6-2-0, Comer(3) 6-2-0 to 9.2-0 zone; cantilever left and right exposed ;C -C for members and forces 8 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 1.50 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 noncorlcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-0.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Q WARNING - Vwlry dagen par4moters and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE MO -7473 rev. 1003,7015 BEFORE USE. 12.4-0 1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 9 Nr. 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Ven(TL) -0.01 9 rVr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 HOrz(TL) 0.00 8 rVa Na BCDL 10.0 Code FBC2014lrP12007 Ma1r1x-S Weight: 56 lb FT = 100e LUMBER- BRACING - TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 20 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 Harz 2=72(LC 11) Max Uplift All uplift 100 Ib or less at joinl(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 Ib or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511; B=4511; L=2411; eave=211; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Comer(3)-1-4-13 to 1-7-3, Exledor(2) 1-7-3 to 6-2-0, Comer(3) 6-2-0 to 9.2-0 zone; cantilever left and right exposed ;C -C for members and forces 8 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 1.50 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 noncorlcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-0.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 8, 13, 14, 11, 10. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Q WARNING - Vwlry dagen par4moters and READ NOTES ON THIS AND INCLUDED MrFEK REFERANCE PAGE MO -7473 rev. 1003,7015 BEFORE USE. Design valid lot use orgy with Mllek® connectors. this design Is Iced only ur»n paiamelers shown. and Is" an hdMdual brRalng component. not a litre system. Before use. the building dosignei mint verity the "IcatAlty of design paramelors cord properly htcoipoiato this design Into the overall buldng design. Bating Indicated Is to pievenl buckling of Individual Inca web and/or chord members orgy. Addlllond temporary and permanent bracing Welk' 6 always required for stability and to prevent collapse with possible personal "and property damage. Fon general guidance regarding the Icdxk:atkxL storage. defivory. eiecllon and tracing of trusses and Inas systems. seeANSI/IPI I Quality criteria, DSB-09 and BCSI Building Component 6904 Parks East Blvd Solely Information ovallahle nom Trus Rale Institute. 218 N Lee Sheet. Salle 312. Alexandria. VA 22314. Tarrpa. FL 33610 Job Truss Truss Type Ory Pty NEW RES. BRACING - Is always required for stablllly and to prevent collapse with pom#Ae personal tMW and property damage. For general guidance regarding the latalcotkxn. storage. delivery, erection and rxocing or trusses and In1a systema soeANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing directly applied. 711060251 JR218.17 T-02 Common Structural Gable 1 1 OTHERS 20 SP No.3 REACTIONS. All bearings 13-0-0 except (It=length) 6--0-8-0,9=0-3-8. Job Reference (optional) btanuara f russ 6 Hoof buppry, names ,ny, rlonaa 330"-. as V. a V. , , o.. -7 ID:ghsSfdvT2e7gMnGl VBusZ 1 zJZhP-Fp4yuq?hr W wty4NW 7dJ_HkcKyfrSNJpU UGFBAzJZVv 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 14.0 91 Scale = 744.8 4x6 = 31{9 = 3x4 _ 3x4 15 14 13 12 11 42 10 9 3x0 — 6x6 = Ig LOADING (psi) SPACING- 2-0.0 TCLL 20.0 Plate Grip DOL 1.25 TCDL . 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 CSI. TC 025 BC 0.33 WB 0.70 Matrix -AS DEFL. In' Vert(LL) -0.06 Vert(TL) -0.18 HOrz(TL) 0.01 loc) Udell Ud 8.37 >999 240 8-37 >761 180 6 We n/a PLATES GRIP MT20 244/190 Weight: 160 Ib FT = 10% LUMBER- BRACING - Is always required for stablllly and to prevent collapse with pom#Ae personal tMW and property damage. For general guidance regarding the latalcotkxn. storage. delivery, erection and rxocing or trusses and In1a systema soeANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No 1 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 OTHERS 20 SP No.3 REACTIONS. All bearings 13-0-0 except (It=length) 6--0-8-0,9=0-3-8. lb) - Max Harz 2=128(LC 11) Max Uplift All uplift 100 Ib or less at loint(s) 15 except 2=-107(LC 12), t 2= 251(LC 12), 6=-161(LC 12) Max Grav All reactions 250 Ib or fess at joints) 11, 13.14, 15, 9, 2 except 2=253(LC 21), 12=911(LC 1), 6=669(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=0/278,4-5=-5T7/221, 5-6=-763f218 BOT CHORD 6.8=-1051621 WEBS 4-8=-110/481, 5-8=-3461208,4-12=-699/194, 3-12=-341/212 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.0psf; h=25ft; B --451t; L=2411; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Extedor(2)-1.4-13 to 1-7.3, Interior(1) 1-7-3 to 12-0.0, Extertor(2) 12-0-0 to 15-0-0 zone; cantilever lett and right exposed ;C -C tot 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 lace), 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 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live toad of 20.0psl 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 Ib uplift at joint(s) 15 except 01=1b) 2=107,12=251,6=161,2=107. 9) This truss design requires that a minimum a1 7/16" structural wood sheathing be applied directly to the top chord and W 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. WARNWG - Verfly design parameters and READ NOTES ON THIS AND INCLUDED AVTEK REFERANCE PAGE x11-7473 rev. 169MI S BEFORE USE. Design valid lar use orgy With Mllek® connectors. This design Is Uased only upon parameters shown. and Is for an IndivIc ual building component. not a inra sysle n. Beloie use, the brdidhng designer mtal verify the applicaUlty of design pmameten and properly incorporate this design into the overall building design. Bracing Inds oted Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing WOW Is always required for stablllly and to prevent collapse with pom#Ae personal tMW and property damage. For general guidance regarding the latalcotkxn. storage. delivery, erection and rxocing or trusses and In1a systema soeANSI/TPI l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avallolAe Isom buss Rale Institute. 218 N Lee Street. Sidle 312. Alexandria. VA 22314 Tampa. FL 33610 Job Truss Truss Type City Ply NEW RES. Ioc) Vdell L/d PLATES GRIP TCLL 200 6604 Parks East Blvd. Plate Grip DOL 1.25 711060252 JR218-17 T-03 Common 3 1 1.25 BC 0.59 Vert(TL) -0.54 8.16 >251 180 BCLL 0.0 Job Reference (optional) Standard Truss & Root Supply, Haines Glty, 1.101`108 33844.4400 0) ji 6.010 5 Apr 20 20 I6 m1`/ erl irtuuibPui, lfiR.. r5 ev,Oy vv , ,.Gr ay Scale = 1:46.4 40 = 3x4 = 1.5x4 II 3x6 = 4x4 = 3x8 = Ig LOADING (psf) wt SPACING- 2-0.0 CSI. DEFL. in Ioc) Vdell L/d PLATES GRIP TCLL 200 6604 Parks East Blvd. Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.21 8-16 >640 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.54 8.16 >251 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 HOrz(fL) 0.01 8 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 112 Ib FT = 10% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.l BOT CHORD Rigid telling directly applied. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=496/0-8-0,8=115310-8-0,6=439/0-8-0 Max Horz 2=128(LC 11) Max Uplift 2=-127(LC 12), 8=-194(LC 12), 6— 110(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 (lb) or less except when shown. TOP CHORD 2-3=-484/103,3-4--0/255,4-5=-22/320,5-6=-297/122 BOT CHORD 2-1 0-_V371, 8-10=0/371 WEBS 3-8=-548/197, 4-8=-514/172, 5.8=-425/243 NOTES - 1) Unbalanced roof live loads have been considered lot this design. 2) Wind: ASCE 7-10; Vull=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsl; h=2511; B=4511; L=2411; eave=411; Cal. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exlerlor(2)-1-4-13 to 1.7-3, Interlor(1) 1.7-3 to 12-0.0, Extedor(2) 12.0-0 to 15-0-0 zone; cantilever left and right exposed ;C -C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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 Ib uplift at Joint(s) except 01=1b) 2=127,8=194,6=110. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" 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. Q WARNING - VMIy dWyn pwwmrom and READ NOTES ON THIS AND WCLUOEO m rEK REFERANCE PAGE A%74?3 rev. 1&032015 BEFORE USE. wtDesignwildtotuseonlywithMllett® conneclors. IMS design 6 based only upon pwameters shown, and Is Nor an Individual building component, not a puss system. Before use. the building designer must verily the apdkob lIfy of design porameters and property kucon porde this design Into the overall building design. Bracing Indicated Is to prevent budding of Individual truss web aril/of chord members only. Addlltonal temporary and petmanenl bracing WOW Is always requlred lot slablilly and to prevent collapse with possible persond Inhxy and ptopeny damage. For general guidance regarding the Iabrlcallm storage, delivery, erection and bracing of imam and Inca Mlems, seeANSVTPI I Quality Criteria, DSB-89 and SCSI Building Component 6604 Parks East Blvd. Safely Information ovalloble pan Inas Plate InsI1Me. 218 N. lee Street. Sudle 312. Alexcnddo, VA 22314. Terrpo. FL 33610 Job Truss Truss Type Ory Ply NEW RES. LUMBER- BRACING - 6904 Parke East Blvd. TOP CHORD 20 SP No.1 TOP CHORD 711060253 JR218-17 T-04 Common 22 1 REACTIONS. (Ib/size) 2=1044/0-8-0,6=1044/0-8-0 Max Horz 2=128(LC 11) Job Reference (optional) bianaero I rusts a HOOT buppry, Haines wiy, rtonaa aaoqq-qqvv o.v.v . mv. cv Gv v.,.. o .......or •-- - • • . -e- . ID:ghsSldvT2e7gMnGIV8usZlzJZhP-j0eK69WTp2caEyihKrDpyBVz5A50TOzjBOpgczJZVu 1.4-0 6.3.4 12.0.0 17.8.12 24.0.0 If If 1.4 .0 63 4 5.6-12 5.8.12 63-4 1-4.0 Scale = 1:43.2 06 = 30 = 3x4 = 3x6 = 3x4 = 30 = Ig LOADING (pst) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.23 BC 0.41 WB 0.20 Matrix -AS DEFL. In Vert(LL) -0.12 Vert(TL) -0.25 Horz(TL) 0.05 loc) Vdefl Ud 8-10 >9% 240 8-10 >999 180 6 n/a We PLATES GRIP MT20 244/190 Weight: 111 Ib FT = 10°6 LUMBER- BRACING - 6904 Parke East Blvd. TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1044/0-8-0,6=1044/0-8-0 Max Horz 2=128(LC 11) Max Upllll 2=-215(LC 12), 6=-215(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1590/375, 3-4-1406/378, 4-5=-1406/378, 5-6-1590/375 BOT CHORD 2-10=-226/1364, 8-10=-86/916, 6-8-247/1357 WEBS 4-8=-96/550, 5-8=-334/205, 4-10=-96/549, 3.10=-334/205 NOTES- 1) OTES1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VU11=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25111; B=4511; L=24111; gave=411; Cal. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C -C Exterior(2)-1.4-13 to 1.7-3, Intedor(1) 1-7-3 to 12-0-0, Extertor(2) 12-0-0 to 15-0-0 zone; cantilever lett and right exposed ;C -C for members and forces & MW FRS for reactions shown; Lumber DCL --1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) 'This truss has been designed for a live load of 20.0psl 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.Opsl. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Q1=1b) 2=215, 6=215. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Vi" 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. 0 WARNING- Verify dedpn perimeters and READ NOTES ON TK1S AND INCLUDED MIrEK REFERANCE PAGE A07473 rev. 10032016 BEFORE USE Design valid lot use orgy vAth Mllek0 connectors It11s design Is lased only ur»n rysameters "un). and Is for an IndiNtlrxil building cornponont. not a inns system. Before toe. lite btAalng designer tnlrsl verify Thu cxbpllcaWlty of design paramoters aril IXOPeriY hlc01por010 This design Into the overall building design. Bracing Indicated Is 10 rAovcnl buckling of Individual buss web and/or chord members only. Addllkxvl lamporary and permanent bracing MiTe k' 6 always iegTAred for sloblllty and to ptevont collapse vAth possible personal trXuy and rAeperty damage. For general guldalce rega ding Ow fabrlr alton. storage. delivery, ereclkxl and bracing of Imssos and Intra systems soeANSVTPI I Quality Criteria, DS11-89 and SCSI Butid4Ty Component 6904 Parke East Blvd. Safely Information available aom burn Rate trutlMe. 218 N. lee Soeel. Suite 312. Alexandria. VA 22314. Tonga. FL 33610 Job Truss Truss Type Oty Ply NEW RES. Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 711060254 JR218-17 T -OS Common Supported Gable 1 1 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.01 Job Reference (optional) Standard Truss 8 Roof Supply, Haines City, Florida 33844.4400 8.010 s Apr 20 2016 MITek Industries, Inc. Fri May 05 11:27:51 2017 Page 1 ID:ghsSidvT2e7gMnGIVBusZlzJZhP-gOl4Wr1Z?RIKpX65olthvNEIHvxFsPsFASVvkVzJZVs 1.4.0 12.0.0 24.0.0 25.4.0 1.4.0 12-0.0 12.0.0 1.4.0 Scale = 1:43.7 40 = 3x4 = 26 25 24 23 22 21 20 19 18 17 16 ' — 6x8 = 113 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Ven(LL) 0.01 15 n1r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.01 15 Nr 120 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -S Weight: 131 Ib FT = 10% LUMBER- BRACING - TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 10.0.0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 24-0-0. lb) - Max Horz 2=128(LC 11) Max Uplift All uplift 100 Ib or less at joints) 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 Max Grav All reactions 250 Ib or less at joint(s) 2, 21, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) OTES1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.10; VUII=140mph (3 -second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=2511; 0=45ft; L=2411; eave=2ft; Cat. II; Exp B; Encl., GCp1=0.18; MWFRS (directional) and C -C Comer(3)-1-4-13 to 1-7-3. Exterior(2) 1-7-3 to 12-40, Comer(3) 12-0-0 to 15.40 zone; cantilever left and right exposed ;C -C for members and forces & MW FRS for reactions shown; Lumber DOL=1.6D 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 lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.50 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-40 oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall 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 Ib uplift at joint(s) 2, 22, 23, 24, 25, 26, 20, 19, 18, 17, 16, 14. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Q WARNWO - verfdy d@@len peremetw@ and READ NOTES ON THIS AND INCLUDED Mr EK REFERANCE PAGE M67473 rev. I f OMIS BEFORE USE. Design valid poi use orgy with Mllek® connectors Ills design Is Rased only upon Paiamoters shown. and Is lop an Individual building component. not a Miss system. Ilelow use, the buliding designop must vedly the atxllcablilty of design fxnanetos and p eoPeily IneoiMate this dosign Into the overall lxAding design. Bracing Indicaled Is to provenl buckling of Individual Inns web and/cmchord memtois oNy. Additional temporary and permanent bracing WOW Is always required lop stability and to prevent collapse wllh possible personal Inksy and properly damage. For germol guidance regarding the faixicatbn sloiage. delivery, oreclio n and bracing of Irtme3 and iniss systems, sooANSI/TPI t Quality Cdl@rlo. DSB-89 and SCSI Building Component 6904 Pork@ East Blvd. Safety Information available from Luss Rale Institute, 218 N. lee street. Suite 312. Alexandria VA 22314. Tonpo. FL 311610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 • Center plate on joint unless Y. y 4 offsets ore indicated. 6-4-8 dimensions shown In fl-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability brocing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-brocing, is always required. See BCSI. c1•2 C2.3 2. Truss bracing must be designed by on engineer. For truss Individual lateral braces themselves4widespacing. o WEBS G„ may require bracing, or alternative Tor I a: 0 bracing should be considered. XU 3. Never exceed the design loading shown and never on Inadequately braced trusses. L) stack materials D 0 4. Provide Caples of this truss design to the building For 4 x 2 Orientation, locate ci•e C°a C&6designer, BOTTOM CHORDS erection supervisor, property owner and all other Interested parties. plates 0-'Ad' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightty against eoch other. 6. Place plates on each face of thus at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE ant and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations ore regulated by ANSIM 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 software or upon request. NUMBERS/LETTERS. B. Unless otherwisenoted. moisture content lumberexceeshallnotexceed19% at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design Is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10, Camber Is o nonstructural consideration and is the 4 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator. General practice Is toxtoslots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 comber for dead load deflection. the length parallel to slots. 11. Plate type, size. orientation and location dimensions Indicated ore minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shoo be of the species and size. and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at 4 r/l output. Use T or I brocing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom cnords require lateral brocing of 10 spacing, section 6.3 These truss designs rel on lumber values9Y isorLess. If no ceiling Is installed. unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior Ono (supports) occur. ' Icons vory but 2012 MiTek® All Rights Reserved approval of on engineer. reaction section indicates joint i number where bearings occur. 17. Install and loos vertically unless indicated otherwise. iMin size shown is for crushing only. ffd 1B. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI l : National Design Specification for Metal 19. Review all portions of this design (front bock. words and pictures) before use. Reviewing pictures alone Plate Connected Wood TfUSS Construction. Knot sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safe Information, MiTek 20. Design assumes manufacture in accordance with Guideto Good Practice for Handling. ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 r. w RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Permit # #17 1 5 1 8 SANFORD OARTM Project Location Address EN_L cation form N V & As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each pro{duct. Category /Subcategory Manufacturer Product Description Flo da Approval # in Jude decimal 1. Exterior Doors Swinging6 Z Sliding VVIEN J3VZ4S 5 SCI Sectional Roll U Automatic Other IX 2. Windows Single Hung 511V t 0 Horizontal Slider Casement Double Hung X Fixed Awnin Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits K AN CA 1 ywed Jr r. Storefronts IX Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels y l Other 4. Roofing Products Asphalt Shingles A F AAQ/it.10/Z*. Underla ments KhI n 0 100,0 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 Y l Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents rl a vtt/1 Other June 2014 Category / Subcategory Manufacturer Product Florida Approval # Description include decimal S. 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 I ri S 7yf6l Please Print) June 2014 Professional. Regulation -si djILIIl,: 03 A HOIIf A"LrT OBrN 06cp DIv17i0HJ CONTACT OOPH nda AaMsl Product Approval eeeesstt t,,qq mr. USER: PaNic Unr t'nOt:orlgyem HDduO or ADMIc tion Seagh > ADWIM On LISL > AppliMbn Detaa IN- 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 MAK. Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 600) 535-3936 fbcl®jeld-wen.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Kaede McLaughlin fbcl@jeld-wen.com IELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@field-wen.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 Summary of Products FL R 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 RS II DC9970-1 installation.0df Verified By: National Accreditation & Management Institute Verified By: National Accreditation & Management Institute Created by Independent Third Party: Created by Independent Third Party: Evaluation Reports FUI136 RS AE PER3390.odf Evaluation Reports FL11136 R5 AE PER3389.odf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 11136.2 Contours Steel, Steel Edge 3'-0' x 6'-8', Opaque, Single Door, Outswing Limits of Use CertlRcatlon Agency certNicate Approved for use in HVHZ: Yes FL11136 R5 C CAC N1011233-112.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 H DC9970 Installation.0df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 RS 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 CertN9cation Agency Certificate Approved for use in HVHZ: Yes FL11136 RS 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 11 DC9970-1 Installation.0df 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 RS C CAC N1011232-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant• Yes 08/31/2020 Design Pressure: +61/-65 Installation Instructions Other. FUI136 R5 11 DC9970 Installation.0df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FUI136 RS AE PER3390.odf Created by Independent Third Party: Yes 112136.5 1 Contours Steel, Steel Edge 13'-0" x 7'-0", Opaque, Single Door, Inswing Umits of use Certification Agency Certificate Approved for use M HVHZ: Yes FLI1136 RS C CAC N1011401-113.Ddf 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 RS 11 A008267 -FL Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports fL11136 R5 AE PER3399.Ddf Created by independent Third Party: Yes 11136.6 Contours Steel, Steel Edge 3'-0" x r-0", Opaque, Single Door, Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes I FL11136 RS C CAC NI011401.02-R3.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure, +66/-66 Other. Quality Assurance Contract Expiration Date 10/31/2026 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL11136 R5 AE PER3399.odf Created by Independent Third Party: Yes 11136.7 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Inswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL11136 R5 C CAC NI011401.01-R3.odf Approved for use outside NVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/31/2026 Design Pressure: +47/-47 Installation Instructions Other. FL11136 R5 II A008267 -FL Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports F111136 115 AE PER3399.odf Created by Independent Third Party: Yes 111236.8 1 Contours Steel, Steel Edge 13'-0" x 7'-0", Opaque, Single Door, Outswing Limits of Use 3'-0" x 7'-0", Opaque, Single Door, Inswing and Outswing Certification Agency Certificate Approved for use In HVHZ: Yes Approved for use In HVHZ: Yes R f 1136 RS C CeC N1031401.03-R3.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Quality Assurance Contract Expiration Date Impact Resistant- Yes Design Pressure: +70/-70 10/31/2026 Design Pressure: +47/-47 FL11136 R5 H A009423 Installatlon.odf Installation Instructions Other. F112136 R5 11 A008267 -FL Installation, odf Evaluation Repots FL11136 115 AE PER3400.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Yes Created by Independent Third Party: Evaluation Reports FL11136 R5 AE PER3399.odf Created by Independent Third Party: Yes 11136.9 Contours Steel, Steel Edge 3'-0" x 7'-0", Opaque, Single Door, Inswing and Outswing Umits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL11136 RS C CAC NI011573.03-R6.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2026 Design Pressure: +70/-70 Installation Instructions Other. FL11136 R5 H A009423 Installatlon.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Repots FL11136 115 AE PER3400.odf Created by Independent Third Party: Yes 11136.10 Contours Steel, Steel Edge 3'-0" x W-0", Opaque, Single Door, Inswing and Outswing Umits of Use Certilicatlon Agency Certificate Approved for use In HVHZ: Yes FL11136 R5 C CAC NI011574.03-R6.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2026 Design Pressure: +55/-55 Installation Instructions Other. FL11136 R5 II A009424 Installation.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evan ation Reports FL11136 RS AE PER3401.odf Created by Independent Third Party: Yes Back Next CAntoct LOS :: 2501 Blair Stone Road_ Tallahassee Fl 32399 Pthone: 850-487-1824 The State of Florida Is an WEED employer. Ccmmaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public namrds. V you do rot want your a -mall address released In reWorse too public -records request, do not se d eleOmMc mall to anis entity. Instead, oataa the office by phone or by Ir"DWIal mail. 0 you have any questions, phase contact 850.487.1395. "Pursuant to Section 455.Z75(1), FWda Stables, a feaWe Odober 1, 2012, 1ioensees li 1- 41d order Mpter 455, F.S. must provide the Department with an email address If they have one. The !mads provided maybe used for offical communication with the licensee. However mall adOreses arepublic record. ff you do not wish m supply e personal address, please provide the Department with an email a0aress ~ can be made available to the public To determine If you are a licensee order Chapter 455, F.S., please did )CM, Product Approwl Accepts w JELDVEN9 Steel 0 STEEL, STEEL EWE DOOR DDDR 0 O) a'-1 U4' o. > D: GENERAL NOTES Mx. FRUAE rDIN O 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDAyyl, 1[ STN 1Nx aMt1EL scant U eN CURRENT BUILDING CODE INCLUDING IIHICH VELOCITY s, O L Z O Q inHURRICANEZONE' ((MM2 REQUIREMENTS. 2. WOOD BUCKS, BY 01H MUST BE ANCHORED PROPERLY box. PAS sADM Q. LL TO TRANSFER By TO THE STRUCTURE.F 2 YWYQ 73. PRODUCT ANCHORS SWILL BE AS LISTED AND SPACED W J H SHOWN DANCHOR EMBEDMENT BASE M ® ® MATERIAL SMALL BE BELLBEBEYONDWALLDRESSINGORSTUCCO. U1 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. S. DESIGN PRESSURE RATING SWILL BE AS FOLLOWS: I Z FOR B'B' WOOD FRAMES - SEE TABLE SHEET 1 ®p a FOR 8'0' WOOD FRAMES - SEE TABLE SHEET 1 SYT8. THIS SYSTEM WAS TESTED FOR 2.88 LBS. WATER PRESSURE AS PER ASTM -E331. 7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR •HVN2'. 28 9 27 DGMWINQIMPACTSTEELEE DOOR KgIs 1CWmion to d Mme compilers) 9 DOOR LEAF CONSTRUCDOW, B e.? Face chaeta: 24 go. (0.0207 minimum thickness. Galvanized xi, v W Steel A-525 commercial quality - A%DQ per ASTM 820 with AL yminimumoverageyieldstrengthFy.28,240 psi. Core deeien: Expanded polystyrene with 1.0 to 1.25 IDs. xis y A dsmly, by JELD-WEN. tipto C s.: '-C I ID Is Panel Canrtn.elien: Steel fate shoots glued to expanded es j LUN, steelelynns ( EPS), with steel tap and bottom reRe one J8 Y1t steel sties with i wood lock block readdeemMt the hinge stile contains o MDF board for added hinge support From& Construction !Bath From& iweel• The Mod Jambst,/ ID one olds lambs are mortised, butted and Joined using (3) a. on ' t2 rin staples. An aluminum adjustable Inswing ` 2thresholdwasunWriizedatthesilLAnoptionalaluminum n 4ADANrosholdNavailable. 9'9" S/XCLL /AFSA/AV UN/T (X) 8'0" SIACLS I" ILW U/V1T (X) TABLE OF CONTENTS SCALD" 1/$" a1' -O" SCALL' 112-' SHT I DESCRIPTION 1TYPICAL CELEVATIONSGENFE ALL DOOR MODELS ARE wEWEDROSSSECTIONS4SUM Z NO Z S FROM THE INTERIOR SIDE g111C 5 Gi 2ICNOTE PRODUCT HAS NOT BEEN RATED FOR ' a WATER INFlLTRATION. IF AUTHORITY HAVING o o c c JURISDICTION REQUIRES THAT PRODUCT MEETS m n a m oTHISREQUIREMENT, PRODUCT SHALL BE USED _ WHEN INSTALLED AT LOCATION PROTECTED ETY OVERHANGS llilt1w,"QVERHANG (OH) RATIO OH LE H EET T IS i 1.0gP. O i i usg r . O : F10RRHERMEP.E. NO F. Ri377B a,E 12/07/07 7 _ scut AS NOTED q EAG p '• T IIsi cmL erS. SAFFELL Digitally signed by Hames F. Norem, P.E. i'OT •'''•......• P' DRMSINO ION: Reason: I am approving this document ' s`r/GNAT EAG ° °1°'Ar,a, . OC9970-1 Dow 2015.04.1009,1029-0400 asFr ssllssllts van vas a rmo. stay os 5 DESIGN PRESSURE RATING wialle tutu seateAttbw rxs>tE setae sonlsAtntr amtptswon a rim amlrslnDrt a wm e B'B" (%) +BO.Opsf 80. PSI 80.Opsf BO.Opsf 8'0• (%) BI.Opsf 65.Opsf 61.Ope1 BS.Opef it 8 3/4- MIN. EDGE DIST. 3 3. vvw SEE DETAIL A ON SHEET 5 ' • '~ 13 18 3/4' MIN. EDGE DIST. SEE DETAIL A ON SHEET 5 1 2 1/2' MIN. cco mm 2 1/2" MIN EDGE DIST. A B 2 FOOD FRAME /ASSTALLATION SCAU 3" =f'-0" \,V CONCRAW MSTALLAT/ON SCALE• 9" =/'-0" B cm 9 W 2 1/2' MIN. EDGE DIST. ro, .TT r C, m iim MGM metra W - M KAM Mb x n mow N. SmL AS NOTED wro. ec EAG cm. w..S. SAFFE wawa MW DC9970-1 OW OF 5 18 CSS b o o 1S zo S da w m moch 1 allomoo n ro orn 26 16 19 24 3/4' MIN. EDGE DIST. SEE DETAIL A ON SHEET 5 1 2 1/2' MIN. cco mm 2 1/2" MIN EDGE DIST. A B 2 FOOD FRAME /ASSTALLATION SCAU 3" =f'-0" \,V CONCRAW MSTALLAT/ON SCALE• 9" =/'-0" B cm 9 W 2 1/2' MIN. EDGE DIST. ro, .TT r C, m iim MGM metra W - M KAM Mb x n mow N. SmL AS NOTED wro. ec EAG cm. w..S. SAFFE wawa MW DC9970-1 OW OF 5 37 3/4' MAX. FRAME WIDTH 32 36' MAX PANEL WIDTH 32 31 C Off22J14 21 23 28 5 m 0 t 7 23 !- ( LL IN 26 fe ,26 •20 % 3 16 p u SEE DETAIL 7 7 7 \\ 13 Q$ ON SHEET 3 11J n i 1 27 2 I M a I--1 1/4' 1/4- MAX. SHIM SPACE—j 1 1/2* MIN. EMB. 1 1/2- MIN. EMB. AA \ MMZO"AL CROSS Sd1CT/ON TYP. Z9MOODIMSTALLAT/ON SCALd' .4" of -0., W 2 U rR VI O 37 3/4' MAX. FRAME WIDTH S6• MAX, PANEL WIDTH o 36' MAX PANEL WIDTH 32 In 1 31 32 22 31 8 OD 0 DD 000 17 2 t 25 26 $ 5 4 ' a N 920 23 8 DD DD DD 0° j DD DD DD 01327 a J 18 20 AT 2 1/2' MIN. \ SEE DETNL A 16 26 1J jj 2 1/2- MIN. an 0 0 D D °° mmm O n o EDGE 1 DIST. V . ON SHEET 5 Q$ 2 p EDGE I DIST. D D D D on 130 mmm 9 rn t 1 1/4* 1/4- MAX. SHIM SPACE --I — e m m 2 4' - 1 1'4- DD DD DD ®o m:: SID MIN. EMB. MIN. EMB. S HORIZONTAL CROSS SdLP/ON TYP. 3 CONCRETE INSTALLATION SCALE: 3" =f' -O" .` 0ti F. r O : 7 _ 4 P0,' P •' r AI E G 1 11o11U HERMES F. NORERO FLORIDA P.E. NO. 73778 s aw.ic oia WM wK n 33M vAm 1210 7Oi WALb AS NOTE Den or: EAG as RPS. SAFT auWNc xD DC9970-1 Sllfft A or 5 8 9/16' SEE DETAIL D 1 s•—I s• 6• I 9 15 16 7 9Tf n co I 1 N — i7 91516' M 1 9 15 16' 7 y 9 15 16' 9 t 5M,, SEE DETAIL B15A A L(1%1 B SEE DETAIL C ANCHORING LOCATIONS 6'B" WEER SINGLB UNIT fxf SCALE.• f/P' a!'-0" I qm milli m SEE DETAIL A L B' 1'-0 s%1B 1'-0 D716. V-0t'-0 5%t% tom 1'-0 I % 1 0 s' Its• s• --I F— s• --I 5' 7 9 1Y2. SEE DETAIL B 7 9 C 172. 6•--i 6' ANCHORING LOCATIONS 8'0" INSA'ING SINGLE f/N/T I% SCALE: f/2' —1'-0" DETAIL C B7'A/ . D SCALE- 9" -f'-0" SCALE• .4" -1'-0" SEE DETAIL D 8 2- 2- SEE DETAIL C DETAIL A k, wALE, AS NOTED owo. er: EAG cmL wS. SAFFEL MWAN Na.: WAM W- DC9970-1 Mwua ILMI X R SSC. SHEET 4 AI G 3/4. 2 3/16" - 1rllCALA s. -1'-0" 2 3 9/16• 13mm = SCALE• 6" -I •-0" 2 SCALE.- 6" al' -o•' 4" 1_ O O 4---1/16" (Min) @=Z- SNC=AZ4- s" 1 1 3/4" A '' 4" r DOOR Top )WI d SIDE ST/LE 4- r- 2 1/ --j T- 18 for 6•-0" DOOR 11 3/4/4"- FOR 6'-8" DOOR 1/4" 3- /0 IA VARIES WITH HARDWARE USED @@S=CAI"J s•' =l• -o" rLi1 3/4-1 1 1 3/16- 7 @-ASMAL r.-S-al -0" 11 SCALE.• s•' =J• -o'• 23 MCA BDARD 3/16" C -SINK. I- I SCALE• J " =l' -D" i z 0 v i ttIIFIIIIO ,,',,, min • n a — HERMES F. NORERO FLORIDA P.E. No. 73778SM&, a>E 1210710' NOTE p °• T S 4, NAL t+++11111111,, Ito sl us,ar.°&M IAL r ain sr 0.&— ire. ew mu Ola W. EAG cNK w..S. SAFI auwro wo: DC9970-1 ow 1. ovj W Business & egulation ram Bas Moore I Log to I Um Reosoatron I Mol Topics I Swam Sure»rW ( stats a Fags I Publications I FBC sun I Bas Site Map I Links I Search I Florida PrOd01 USER:uub ApprovalPr1+'JusEa: wait User Product. Apormal Menu a Search > Application Vg > AppBcstbn Detaa 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 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 Product Approval Method Date Submitted Date Validated JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbci@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 04/23/2015 0589/2015 Year 2008 Date Pending FBC Approval Date Approved 06/02/2015 Summary of Products Back Next I :: 2601 Blair Stone Road. Tallalassee FL 32399 phone: 850.487-1824 The State of FlOAda is an WEED employer. toovrloht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility statement :: Refund Statemem Under Fla 11 law, email ao>Ore n are public ru — Is V you do not want your e-mail add, es released in response to a public- emrds request, do not send electronic MOO to Lids a fly. Instead, osnrart the 4Rite br phone or by beill " ma8. If you have any motions, please contact 850.487.1395.-posuar t to Section 455.275(1), Florida Statutes, effective October 1, 2012, licersees Iicersed under Chapter 455, F.S. must pmvide the Department with an email aololrem if they have one. The malls pm vided may be used for official mmmurdotion with the licensee. However email addresses are public.emrd. If you do not wish to supply a personal address, please provide the Department with an email address whidr can be made available to the public To determine if you are a ke see uda Chapter 455, F.S., please cO* h=. Product Approval Accepts Credit Card Safe FL * Mode4 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 Glazing), Umits of use Certification Agency Certificate Approved for use in HVHZ: No FL10976 R6 C CAC OXXX LC-PG50-190.625x95.5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 Installation Instructions Other. 1110976 R6 H PAV SPD NCTL210-3576-4.ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evahwtion Reports FL10976 R6 AE PER3044.odf 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) Umits of Use Certification Agency Certificate Approved for use in HVHZ: No FL10976 R6 C CAC XXXX LC-PG50-190.125x95.5.odf Approved for use outside HVHZ: Yes QuaBty Assurance Contract Expiration Date Impact Resistant: No 06/16/2018 Design Pressure: +50/-50 InstaOation Instructions Other. FL10976 R6 II PAM SPD NCTL210-3576-3.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evahration Reports FL10976 R6 AE PER3045.odf Created by independent Third Party: Yes Back Next I :: 2601 Blair Stone Road. Tallalassee FL 32399 phone: 850.487-1824 The State of FlOAda is an WEED employer. toovrloht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility statement :: Refund Statemem Under Fla 11 law, email ao>Ore n are public ru — Is V you do not want your e-mail add, es released in response to a public- emrds request, do not send electronic MOO to Lids a fly. Instead, osnrart the 4Rite br phone or by beill " ma8. If you have any motions, please contact 850.487.1395.-posuar t to Section 455.275(1), Florida Statutes, effective October 1, 2012, licersees Iicersed under Chapter 455, F.S. must pmvide the Department with an email aololrem if they have one. The malls pm vided may be used for official mmmurdotion with the licensee. However email addresses are public.emrd. If you do not wish to supply a personal address, please provide the Department with an email address whidr can be made available to the public To determine if you are a ke see uda Chapter 455, F.S., please cO* h=. Product Approval Accepts Credit Card Safe 111* D.C. MAX. THRU FRAME- TYPICAL ELEVATION WITH FASTENER sPACIN& TWO. THREE AND FOUR PANEL CONFIGURATIONS APPROVED S' MAX. 7' D.C. MAX. THRU FRAME Installation Notes: 1. Seal flange/frame to substrate. 2. Use (2)-3116" Tapson or equivalent fasteners through frame per location with sufficient length to penetrate a minimum of 11/4* 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). 1 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property 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 does14 not address the sealing consideration that may arise in different wall conditions. For the complete Installation procedure, see the Instructions pact aged with the window or go to www.jeld-wen.com/resourcesAnstallation. DISCLAIMER: This drawing and its contents are confidential and are not to be moi, reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. 89B 11111111/ 0.4-4-1 F'= AER* DETAa WORMAS MASONRY INSTALLATION qua a Max Frame DP RATING IMPACT 11905/811 x 951/2" +50/-50 1 O71 A10.(DiEI/I 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 -1 S mm airspace - 4.7 mm tempered glass. 4. Use structural or composite shims where required. PRW[iTENGINEEA DATE: 3737 Lakeport Blvd08/12/2014 DRAWN BY: SCALE; 1 11 Klamath Falls, OR. 97601 D. Vezo NTS Phone: (S41) 882-3451 CKOMD BY: flTLE: 3. Kantola APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door 0)00( 001- 0I- 3 OF 4 Professional RegulationPRO L _r,i Iil r:i OBDR MOLD aEOVt DBr0. OBDR On'1710iA CONTaCt DBP0. a ProdUCt ApprovaldbprUSER:Public User Product ADDMVBI Menu > lotion Search > SppJjpationylg > Appliotim Detaa FL # FL14911-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 732) 435-1000 jonberrian*slbp.com Quality Assurance Representative Address/Phone/Emall Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed 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. King, P.E. 4' Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R7 COI Certificate Of Independence Qhodf Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440 2008 AAMA/W DMA/CSA/101/I.S.2/A440 2011 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 1 Other. See INST 14911.5 for Design Pressure Ratings, any FL14911 R7 AE Eval 14911.5.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 14911.6I f. S 2900/4900 - M 2901/4901 I oSingle n Sill Hung Extruded Vinyl Window -Flange with Strap Anchor I Limits of use Instagation Instructions Approved for use in HVMZ: No FL14911 R7 11 Inst 14911.6.odf Approved for use outside HVMZ: 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. 14911.7I g. S 2900/4900 - M 2902/4902 I Twin - Single Hung Continuous Head and Sill Extruded Vinyl Window -Range with Strap Anchor on Sill Limits of Use Instigation Instructions Approved for use in HVMZ: No FL14911 R7 11 INST 14911.7.odf Approved for use outside MVHZ: 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 Silverfine FL14911 R7 AE ML 14911.7.odf Building Products, Corporation (See 14911.7 - 2010 FOC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14911.8I h. S 2900/4900 - M 2903/4903 I Triple - Single Hung Continuous Head and Sill Extruded Vinyl Window -Range with Strap Anchor on Sill Limits of Use Installation Instructions Approved for use in HVMZ: No FU4911 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 1290114901 0/4900 Model topper- I Extruded Vinyl Single Hung Window Limits of use InstaBation Instructions Approved for use in HVMZ: No FL14911 R7 II Inst 14911.9.odf Approved for use outside HVMZ: 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 / Model 2001 Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use in MVHZ: No FL14911 R7 H Inst 14911.10.odf Approved for use outside MVHZ: 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 14911.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.11I k. Series 2000 / Model 2002 I Extruded Vinyl Twin Single Hung Window (Continuous Head IandSillwithIntegralMullion) Limits of use installation Instructions Approved for use in HVMZ: No FL14911 R7 11 Inst 14911.11.odf Approved for use outside MVHZ: 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 EL14911 R7 AE Eval 14911.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14911.12I I. Series 2000 / Model 2003 I Extruded Vinyl Triple Single Hung Window (Continuous Head and SIII with Integral Mullion) Limits of use Approved for use in HVMZ: No Approved for use outside MVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions 814911 R7 11 Inst 14911.12.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports r a A I SilverLind bynnaerse, WINDOWS•DOORS SERIES 2100 - MODEL 2111 EXTRUDED VINYL SINGLE HUNG WINDOW w/ FLANGE NON -IMPACT' GENERM NO1B 1. This product has been evaluated and Is In compliance with the Sth EdBion (2014) Rondo BukMV Code (FBC) structural requirements excluding the I tgh Velocity Hurricane tone• (HVHI). 2. Product anchors sholl be as listed and spaced as shown on Wait. Anchor embedment to base material shall be beyond wat dressing or stucco. A When used In areas requlty wind borne deWls protection this product Is requIred to be protected with on Impact resistant coverinp thot compiles with Section 1609. 12 of the FBC. 4. for 2x stud homing conshuction, onchofig of these units shot be the some as that shown for 2x buck masonry construction. S. SBe conditions that deviate from the details of this drawing require further engineering; analysh by a licensed engineer or regktered architect. OVERALL flANGE DIMENSION TANEOFCONIENIS SHOT• DESCWWN 1 elevation a gerod notes 2 Horizontal a vertical am sections 3 kick a home anchoft 4 B of motedak gloft dekd a conWwb OVERALL flANGE DIMENSION s3.2s nAx. ovatAhL RANGE wm1N----{{ 52A' nrAx ovlxAu t1aAME:1H MAX. D:L:O. DIMENSION II 1rOSI11VE '' NEG`A11VE 37.45' x 63.25" 36.7 x 62.0" G1 O 46.25' x 6=r 4S.7 x 620" 40.0 -40.0 S31S* x 74.25- 527 x 73.0' 47.69" x 33.57 30.0 1 -30.0 0 o X OVERALL flANGE DIMENSION OVERALL FRAME DIMENSION MAX. D:L:O. DIMENSION GlfASS NPE 1rOSI11VE '' NEG`A11VE 37.45' x 63.25" 36.7 x 62.0" 31.69" x 28.0' G1 50.0 -50.0 46.25' x 6=r 4S.7 x 620" 4o.6r x 28.0' 40.0 -40.0 S31S* x 74.25- 527 x 73.0' 47.69" x 33.57 30.0 1 -30.0 a m: KV oc af. LFS woo wm: FL -14911.13 UT .L or -L N v Eo ABOVE THE MEETING RAIL 3 VERTICAL CROSS SECRON SAownw/IXtub-buck NOTE: I. LOCATE OPERATING SASH LOCKS 7.7 FROM EACH END OF THE ACTIVE MEETING RAIL FASTEN WITH M A8 x 3/6' SELF TAPPING SCREWS. WIMR 2. LOCATE SASH KEEPER 6.S FROM EACH END OF THE MEETING RAIL FASTEN WITH )2) 06x3/SCREWS. A 9 25 22 EXTERIOR I.1/MIN. EMB. IYP. 737BEL'OW% THE MEETING RAa 1 HORIZONTAL CROSS SEMON 2 a 2 VERTICAL CROSS SECTION 2 N.T.S. 5 o mr KV m X. Of. LFS ; Aww No_ m FL -14911.13 c mgor 4 p 4 O x Eo ABOVE THE MEETING RAIL 3 VERTICAL CROSS SECRON SAownw/IXtub-buck NOTE: I. LOCATE OPERATING SASH LOCKS 7.7 FROM EACH END OF THE ACTIVE MEETING RAIL FASTEN WITH M A8 x 3/6' SELF TAPPING SCREWS. WIMR 2. LOCATE SASH KEEPER 6.S FROM EACH END OF THE MEETING RAIL FASTEN WITH )2) 06x3/SCREWS. A 9 25 22 EXTERIOR I.1/MIN. EMB. IYP. 737BEL'OW% THE MEETING RAa 1 HORIZONTAL CROSS SEMON 2 a 2 VERTICAL CROSS SECTION 2 N.T.S. 5 o mr KV m X. Of. LFS ; Aww No_ m FL -14911.13 c mgor 4 p I C MAX =3 G! 1. poli4t o TYP. 24 N nW/2XBUCK 23 toI INSTALLATION ti LZ 4 2X BUCK W1 IX BUCK 2X BUCK INNSTALLARION, .4 7YP. HEAD, L JAMBS FRAME W/2)(BUCK 37 INSTALLATION MASONRY W/ I X BUCK MASONRY 38 OPENING INSTALLATIONIV41 OPENING TYP. JAIVIBS El EI W DUCK ANCHORING FRAME ANCHORING z MASONRY E CONCREM ANCHOR NOTES: I1. Concrete anchor bCofbnS at ft Canon may be 006ted to nlc*ltoh ft MY). edge dbkmo to rnuftlablL I Concrete anchor locations noted as MAX. O.C. (TYP.)'mal be a4sted to rowhich On rnh. edge dkkmce ton a!- ohfx adcgknd concrete anchor — — — may be reqL*ed to ensue the MAX. O.C. ffM.r dbmrdbm core not exceeded. Ld 3. Concrete on" table w CLEARANCE MIN CLEARANCEmoANCh&.' ANCHOR 'MIN - EMBEDMENT' .-'TQMASONNY ID'ADJACEW —0TYPESIZEzEDGEANCHOR.' -.7 wL- 10124111W Ifir 1-1/4r rTAPCON SM& N.T.S. ELCO KV ULTRACON CNL W. LFS WOOD SCREW INSTAIIATION NOTES: 0014woo No. 1. mahlob a n**mmn 5/11' edge distance. I' end distance. & I'o.c. spocbV of FL -14911.13 wood screws to prevent the spUffbV of wood.mm -L or 0 THE APPROVED W101E RIGID PVC EXIERIOR EA,RUSIUN5 FUR WINDUWS Axt lu of mumt to BY EXTRUDERS LICENSEI3IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. ur COVERALL LASS IMANNEAIID I D.063' b, orl ID - i V AIRSPACE I/8'ANNEALED 0.78' D.Bt• S T= --oos c oI BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 EXTRUDED PVC MAIN FRAME #52-2611• PVC 2 EXTRUDED PVC SILL #S2-2613• PVC 3 EXTRUDED PVC GLAZING BEAD INTERLOCK NS2-1257• PVC 4 EXTRUDED PVC MEETING RAIL 052-2907• PVC 5 EXTRUDED PVC TOP RAIL 052-2908• PVC 6 EXTRUDED PVC BOTTOM UFT RAIL #52.2949• PVC 7 EXTRUDED PVC STILE #52.2905• PVC 9 EXTRUDED PVC GLAZING BEAD IVERT. & HORT. #52.1227' PVC 10 OPERABLE SASH LOCK 11 SASH KEEPER STEEL 12 FIXED MEETING RAIL REINFORCEMENT 051-2919 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 PJLTRAFABI 19 WEATHERSTRIP PILE W/RN .187 x.1511 SILL ULTRAFAB 20 WEATHERSTRIP VINYL BULB .187' x .375' 0 AMESBURY 22 GLAZING COMPOUND DOW #1199 SILICONE 23 10 X 2" PFH SMS STEEL 24 114- X 23/4' PFN ELCO OR 11W CONCRETE SCREW STEEL 25 2X BUCK SG» 0.42 WOOD 26 114* MAX. SHIM SPACE 27 MASONRY - 3A X) PSI MIN. CONCRETE CONFORMING TO ACt 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 1 X BUCK SG >= 0.42 WOOD 30 INTERCEPT SPACER STEEL 37 10 X r PPH SMS STEEL 38 14' XC PFH ELCO OR IIW CONCRETE SCREW STEEL THE APPROVED W101E RIGID PVC EXIERIOR EA,RUSIUN5 FUR WINDUWS Axt lu of mumt to BY EXTRUDERS LICENSEI3IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. ur COVERALL LASS IMANNEAIID I D.063' b, orl ID - i V AIRSPACE I/8'ANNEALED 0.78' D.Bt• S T= --oos c oI r r' 0 - Business • Professional Regulation 01fir BCIS Home I Lop In user Regis an I Mot Topic Submit Sto&arpe Stat 6 Fags Publiotlons FBC Staff SOS Site Map Unks Search Florida Product Approval R USER: Public user Product Approval Menu > Product or Application Search > Application Ust > AppO[etion DetsB FL # F1.12198-114 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 Ext 231 joe.lundi neCalkpproducts.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 Product Approval Method Method 1 Option A Year 1994 1994 Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 03/08/2016 03/11/2016 03/13/2016 FL # Model, Number or Name Description 12198.1 Aluminum Soffit SP -600 SP -600 16' Vented Aluminum Soffit Umits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-35 Other. Maximum Panel Dimensions: 21-1/2' x 16.515" Certification Agency Certificate FL12198 R4 C CAC 15102101.odf Quality Assurance Contract Expiration Date 06/01/2021 Installation Instructions FL12198 R4 II I5102101.odf 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 R A2198 R4 C CAC 15102102.rA f 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" FL12198 R4 II 15102102.odf 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 Umlts of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL12198 R4 C CAC 15102102.odf Approved for use outside HVHZ: Yes Qm9ty Assurance Contract Expiration Date Impact Resistant: No 04/20/2021 Design Pressure: +55/-35 Instagatlon Instructions Other. Maximum Panel Dimensions: 21-1/2' x 13.352" FL12198 R4 II 15102102.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next contact Us :: 2541 Blair Stone Road. Tallahassee FL 32399 Phone: 650.487.1824 The State of Florida Is an AA/ff0 employer. CoyMubt 2007-2013 State of Florida.:: Privacy Statement :. Accessibllity Statement :: Refund Statement Under Florlds law, email addresses are public records. 9 you do not watt Vow e -mall address released In response to a public -rands nix , do not send electronic mail to this ernbty. Instead, aotaa the office by phone or by traditional mail. if you have arty 1u m -ons, pease contact 850.487.1395. *Pursuant to Section 455.Z75(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 ernalls 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, pease provide the Department with an email address wNdn can be made available to the public To detenmine If you are a lioersee under Chapter 455, F.S., pease did[ b -. Product Approval Accepts. 0 EM z Credit Card Safe MIAMND AD MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Komi, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1am1da4i& AsRBomx Kaycan. 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 Miamf-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality, assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the -right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model SP400-16"Aluminum. Vented soffit. 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 03/17/2015, 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 numbpr and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPAC' RATING: Nonp LABELING: Eag)r piece shall bens permagent label marked at not more than 4' o.c. with the manufacturer'spame or logo, Pointe -Claire? QC, Canada and following statement: "Miami -Dade County Product Cpn of Approved", per F$CA710.9.2 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 manufacjure 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 NOA 015-0612.15 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 Inilyn, Approval Date: February 18, 2016 fZ Page 1 Kaycan NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 15-0612.15" 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 # 05-0802.03" 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, signed and 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. 55982.03-122-18, 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 1227/2011, signed and sealed by Robert J. Amoruso, P.E. Submitted under NDA # 05-0802.03" 2. Anchor calculations prepared by H. R. Engineering, Inc., pages 1 through 3, dated 07/252005, 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 # 15~0612.1 S" 1. Statement letter of code conformance to 50' edition (2014) FBC and of no financial interest, prepared by PTC Product Design Group, LLC, dated 03/172015, signed and sealed by Robert J. Amoruso, P.E. 2. 0 Submitted under NOA # 12-0124.04" 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 # 11-0325.03" Distributor agreement dated 04/252011. E-1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-1021.01 Expiration Date: June 1, 2021 Approval Date: February 18, 2016 RA YCAN BUILDING PRODUCTS SP -60016" ALUAHNUMSOFFIT - VENTED INSTAf")70NAVC f0M"DETAILS et11loll ONERIA.nanem 1. THIS PRODUCT HAS BEEN TESTED AND DEOMOD TO COMPLY WITH TKE CURRENT EDITION OF THE FOARIGABULDIN00006RC-BUIODWOMMMWENTIALMAEBINCLUDINGTHOSE BECTON OF THE FBG PERTAINING TO THE HIGH VELOCITY HURRICANE ZONE OIV Q AT THE DESIGN PREBBUAE(E)) STATED HOOK THE PROOUOT WAB TESTED TO TA9407 AND TA34n 04PACT 1FJITINO TO fAB4Ol IS NOTREOOERED FOR SOFFIT. STRUCTURAL TEST RESULTS BASED ON TAS 207 WERE DIVIDED BY 18 AS REQUIRED BY THE CURRENT EDITION OF THE FOC -OULD040 ANOREGIOGGIALVDWMEIL 1 THE PRODUCT DETAILS OONTNNEOHEREIN ARE ONO MNSIGNEDANDSEALED ARCHITECTURAL TESTING REPORT SB/MAD-17114 INCLUDING ASSOCIATED LABORATORY STAMPED ORAWINOO. 3. ADEGUACYOF THE FOISTING STRUOTURAL CONCRETE. MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRINO APPLIED PRODUCT LOADS TO THAT STRUCTURE AND 18 THE RESPONSIBILITY OF THE ARCHITECT ORE NOWEEROF RECORD FOR THE PROJECT. 4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BB CHECKED FOR STRUCTURAL INADEQUACY. CRACKS OR DEFECTS THAT OWL BEEOWNATEIX L INSTALLATION OF SOFFIT ACCESSORIES AND AOCESSOTUES SUCH M CORNER POSTS. STARTER TROtl AND TRW AROUND aPENIN08 SMALL BE DONE INAOCORDMICE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING OWE -BUILDING AND RESIDENTIAL VOLUMES AND THE MMUFACTUREABINSTTWC IONS. L SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENOUIEERNG EVALUATION BY A LIED ENGINEER OR REGISTERED ARCHITECT. 7. LABELED IN ACCORDANCE WIM THE CURRENT EDITION OF THE FLORIDA BUILDING CAME - BUILDNO AND RESDENn4L VOLUMES. S. SWRT NET FREE MBA IN ACCORDANCE VBTH THE CURRENT EDITION OF THE FLORIDA WILDING COOS - SMOOO MO RESIDENTIAL VOLUMES. 4.1. 1780SICHLNEALFT. INSTALLATION NOTEBI 1. ANCHORS SHALL BE THIS TYPO, SITE, EMBEDMENT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. 2. INSTALLATION ANCHO®SHALLSE AB SHOWN ON THE ATTER NOTAILATIM ANO •SOFFIT GNBTALLAnOOr SECTIONS ON SHEETS 7 AND 4. 3. MINIMUM EMBEDMENT EDGE DISTANCE EXCLUDE WALL RN18HE8 ammo BUT NOT UMITED TO STUCCO. FOAM, BRICKVMEER AND SIDINQ} 4. FOR INSTALLATION OF BATTEN TOW000STRUCTURE USE W x T WOOD BLWEW OR IS x Y TAPPING SCREW. PLACE ONE SCREW PER LOCATION AND MAXIMUM 24' O.C. ALONG BATTEN LENGTH. I POR INSTALLATION OPOOFFIT TO BATTEN USE0.17 DIAMETER x 1.117' LANG SMOOTN, SCREW at RING SHANK ROOFING HAILTRTH 3W DIAMETER ROAD. L ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS ONES MAGE OP SON RESISTANT MATERIALS OOAPATU LE WITH TAB SUBSTRATE MATE FW" ALUMINUM SOFFIT 11111CIFICATIOft 1. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT 18 MANUFACTURED BY ALUMINUM PRODUCTS, 3015 TRAN84ANADA HWY. POIHT94LAIRE.00 NOR IBI. CANADA Z BPA0010'BOPFOF-VENTED 3.1. MATERIAL•ALUMINUM30014NS 3.L WALLTNIOKNEMUIV 7.3. PANEL LENOTHN 17-0' LANG 3. TRIM 3.1 F•CNANOLEL 3.1.1 MATERIAL•AWALILNM LIS WALLTHICKNEMOD77' 32. FASCIA 3.2.1 MATERUL: ALUMINUM 2.2.2 WALLTMICKNETM"n PRODUCT REDlWlD A BILL OF MATERIALS SHEET ITEM DESCRIPTION MATERIAL I SP -800 18' VENTED SOFFIT ALUM. 3004-H19 2. F -CHANNEL ALUMINUM 3 8' 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 JS x 3' WOOD SCREW OR p8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEELI62' x 2" WOOD BATTEN WOOD ALUMINUM SOFFIT 11111CIFICATIOft 1. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT 18 MANUFACTURED BY ALUMINUM PRODUCTS, 3015 TRAN84ANADA HWY. POIHT94LAIRE.00 NOR IBI. CANADA Z BPA0010'BOPFOF-VENTED 3.1. MATERIAL•ALUMINUM30014NS 3.L WALLTNIOKNEMUIV 7.3. PANEL LENOTHN 17-0' LANG 3. TRIM 3.1 F•CNANOLEL 3.1.1 MATERIAL•AWALILNM LIS WALLTHICKNEMOD77' 32. FASCIA 3.2.1 MATERUL: ALUMINUM 2.2.2 WALLTMICKNETM"n PRODUCT REDlWlD A DESIGN PRESSURE (PSF) RATING 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 PRE88URE (PSF) SP -800 /8' ALUM. VENTED SOFFIT W/F-CHANNEL 55.OPSF/-35.Op3f MB OoaO A gOxo li0 Rr '. a"LA wsm P.S. Ro4i PE Ha wo OYti PMEB u,,i,, OOfKirv GE1V8 ti gA, 4:a No 4070 S V 21 1/2' MAX. PANEL LENGTH 16.515" 963' 5.294' 5.125" 4.272" .861' 0.251' 1335 0381' x 0.015' . 375' 1.102" RIB EMBOSS 1 NWMW .C.I..Ir 1lMCM 22" 4' 375' 6' 1.25' Iimmuw rem 1.438" 142" 75' 2MM Haat 2-1 2' moouc r RFJIRN'!D mwt.' Qa1b w Bill N t r w 10] is TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. FASCIA 7 2 x 2 BATTENS O TYPICAL 21 1/2' MAX. WIDTH - 10' MAX. O.C.---i 7 1/2 D.C. C. INSTALLATION NNLS. TYP. 0 10' MAX. O.C. SPACING ALONG SOFFIT LENGTH Q 2 x 2 BATTENS TYPICAL. 10, to x 3' WOOD SC TAPPING SCREW, ATTACHMENT FASTENER 24" M 4' MAX. MINIMUM SOUTHERN PINE O.C. TIMBER FRAMING 0 24' O.C. WALL APPING WOOD EW SCREW BATTEN R ATTACHMENT FASTENER SPACED 24' MAX. O.C. 0i s-Cwwxa Q R8M i Amxvq /A f4W VD. Na UM HO a0aP 0ifif G p' jUll f NO 40752 JE c ol lo, 7770 SOM WUL= O b w' Mo. O.C. ba _ 10' 90FIR O MANIii F-CWWM 9O P4MA IYnomq IA ry\OEIyeFti.D V' No 197 . JO FASC. ` Z Z WMM 6 Pil00tKTflL•l lWlO # L WSTALLAT[ON CROSS SWHON 4 ICuolrtal r 0 0 BTAT OF t 4: Sr 4 ' n i Ai1r, I I L Business • Professional Regulation r am Home I Uv in I um MQL- ration I Ha Topa I submit surOWW I stats a Fun I PuOuamons I Fac star ( Bas site mp I Links I SWRh I F1'a y Product Approval i r • USER: Public User 1 FL # FU0124-R18 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 973) 872-4421 lindareith@trinityerd.com Authorized Signature Beth McSorley lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ucense 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standald ASTM D1970 ASTM D3161 ASTM 03462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 16 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 08126/2016 Summary of Products , FL * Nodek Number or Name D-11gition 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles Limits of Use LestaBation Instructions Approved for use In NVNZ: No FL10124 Rib II 2016 06 FINAL ER GAF Asohalt Approved for use outside NVNZ.• Yes Shingles FL10124-R18.odf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Dither. Refer to ER, Section S. I1B mkotion Reports FL10124 R18 AE 2016 06 FINAL ER GAF Asphalt Shinales FL10124-RIS,pdf Created by Independent Third Party: Yes Back Next C4mftcL Us:: 2501 Blair Stare RoaA_ TaOahassee FL 32799 Plane: 8W.40 - The State d Florida Is an AANI3W employer. Copyright 21107-21113 state of Florida.:: Pdyacv Statement :: Accessibility Statement :: Refuncl Statement under Florida law, email addresses are public hoods It you do rot want vmw e-mail address mhou d In tesporne to a p blk-remrds megtmM do not sad dennordc mail to ads entity. busbaad, mrtaQ the oince by phos or by traditional mail. If vou have any puedlons, pease oar - 890.487.1395. 'rias uml to Section 455.275(1), Florida Statutes, efreahm Oct 1, 2012, Burls o w Ilrmsed order Chapter 455, F.S. must provide the Department with an email actress If they have one. The emails povlded may be used for ofiidN communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pease 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 ftM,, Prodaet ApprovalAasptm Credit Card Safe a QOTRINITYIERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, N1 07054 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, Cr 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 611520-3 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 5"l Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAFAsphalt 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 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 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Rondo DC4 ANE1983 Tha Taa6nk sol appeadre was arAMrbed by Robert NNminen, P.E on 06/35/2016 Thb does not sem as an eleotronkWN signed doetm ent. srgrred, soled hardmplas nava been trensmMad to the Product Approval Adrrrhdstrator and to the named dkrrt CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacfuring or distributing products it evaluates. 2. Trinity l 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 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 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. QOTRINITYIERD 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 Prope 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, 8905.2.6.1 Wind Resistance ASTM 03161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 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 Seal -A -Ridge Impact Resistant IR 01/13/2012 PRI (TST 5878) Physical Properties GAP -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 05/25/2005 PRI (TST 5878) Physical Properties GAF -324-02-01 12/01/2011 PRI (TST 5878) Wind Driven Rain GAF -407-02-03 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (IST 1740) ASTM D3462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1740) ASTM D3462 OINK06632 02/02/2001 UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL (TST 1740) ASTM D3161 OINK37122 12/18/2001 UL (TST 1740) ASTM D3462 02NK37122 12/19/2001 UL (TST 1740) ASTM 03161, TAS 107 02NK12980 04/10/2062- 4/10/2002ULUL(TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002 UL (TST 1740) ASTM D3161 036A5367 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 03161 04NK13850 06/23/2004 UL (TST 1740) ASTM 03161 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) A5TM'D3161,D3462 06CA18014 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 066431611 04/04/2007 UL (TST 1740) ASTM 03161 066461148' 04/09/2007 - 4/09/2007UL(TSTUL (TST1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008 UL (TST 1740) ASTM D3161,D3462 076455908 04/01/2008 Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R20 Ce tijlcafe of Audmdzadon #9503 FL10124-R18 Revision 20: 06/15/2016 Page 2 of 6 qOTmN1TYjERD Ennfdv Examination Reference Date UL (TST 1740) ASTM D3161, D3462 09CA20592 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 IOCA35554 03/05/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA13686 05/15/2010 UL (TST 1740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 10CA11953 10/29/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 11/04/2010 UL (TST 1740) ASTM D3161, D7158, D3462 OSCA06100 01/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA53934 03/31/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, 07158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 12CA48408 12/08/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011 UL, I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA58151 02/15/2013 UL, I.I.C. (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, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, I.I.C. (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, Shafter, CA 02/18/2016 UL, I.I.C. (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, I.I.C. (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, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4.1 ASDhalt 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 SequoiaO, Grand Sequoias IR, Monaco•, Sienna*, Timberline* American Harvest•, Timberline* ArmorShield O 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 Timbertexe Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R20 CertlfkM of Aurh"hation 09503 F110124 -R18 Revision 20: 06/15/2016 Page 3 of 6 QOTRINITYIERD 4.3.1 Pro -Start* Eave/Rake Starter Strip Shingles and WeatherBlocker" 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 ft roll, for use with asphalt shingles with exposure of 6 -inch or less. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity J 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. 5.2 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 V,sd = 150 mph (V„ h =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 V„d =150 mph (V,dt =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. INSTAL ATION: 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 II, 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 manufacturers 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 O1S06.01.08-1120 Certificate o/Authodmdon 09503 FL10124-R18 Revision 20: 06/15/2016 Page 4 of 6 QOTRINI-rYIERD 6.4 Hip & Ridge Shingles: 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 manufacturers 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' Sealant 1• (292 mm) 1' Sellants 25 mm) (25mm) Enduit d'6tanchim Nail ( 3M mm) g yg• claw I16B -194 mein) mer 12' 305 mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturers current published instructions with a minimum two (2) nails, minimum 3/8 -inch head diameter, per shingle and beads of Sonnebom NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 1tv seam t • CM rnm) 1' sellante i25 mm) (25 mm+ Em" d'6laradh*.t6 r 4aii e ( 90t5rrrin) Clbuer r 229 mm) 1r 505 mm) 6.4.3 Fasteners shall be in accordance with the manufacturers 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-R20 Cerpykate of Audkvka lon 09503 FU0124-R18 Revision 20:06/15/2016 Page 5 of 6 QOTFuNITYIERD 7. 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.L B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QuALm ASSURANCE ENTITY: U L LLC — QUA9625; (847) 6643281 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 02SO6.01.08-RZO Ce fkate of AW orkWan 09503 FL10124-R18 Revision 20: 06/1S/Z016 Page 6 of 6 Cr (" z, IIIA ,:, i Professional Regulation U _ 08PR H0.$ ADOU7 D8FR 08FR DIV IDIbH C077i Cf OD7k Florida 1, ®Product Approval USER: Public Uw t Pmduct Approval Menu > Bmdua or AaMiation Searth > AgAlcation List > AppOwtion DetaO FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Pfoduct Manufacturer InterWrap, Inc. Address/Phone/Emall 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@lnterwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer 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 FL15216 R2 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1507.9.3 I N 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 Fl. # I Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of use InstaUnth ra Instructions Approved for use in HVHZ: No FL15216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL35216- Approved for use outside HVHZ: Yes R2,Ddf Impact Resistants N/A Verified By: Robert Hieminen 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 FLI5216- R2,Ddf Created by Independent Third Party: Yes Back Neat Contact Us :: 1601 Blair Stone RoOQ Tallahassee FL 32399 Phone: BSO -487-1824 The State of Florida Is an AA/t38D employer. l -a eft 2007-2013 State of Florida.::Pftacy Statement :: &=ZJWWXJHM== :: Refund Under Flarlda taw, ernaB addrdy1 , are public records U you do not wart your rmail address nJeased In response to a prdlic-m= s request, do rot Sed eleOronk mall to tlas entity. Instead, carats the offroe by yore or by traditional mall. If you have any questions, pease mntad 850.487.1395. •Plasuart to Section 455.275(1), FWO Statutes, effectin October 1, 2012, licensees licensed under Chapter 455, F.S. must prwAde the Department with an email address If they have one. The smalls provided may be used for Official mrnmu icril n with the lioesee. However email addresses ane public record U you do not ohh to supply a personal address please provide the Department with an email address which can be made available to the public. To detewnhine If you are a Boetsee oder Chapter 455, F.S., please dick lam. Product Approval Aarepta: Credit Card Safe or QOTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, I.I.C. 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 Canada Revision 2:04/27/2015 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 5u' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION-- RhinoRoof Underlayments- LABEUNG: 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. 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 DCII ANE1983 The hobn0a seal appeorins was authorised by Robert Nleminen, RL an 00/27/2015. This does not serve as an electron lolly signed donanent. Skned, sealed hardmpies haus been transmitted to the product Approval Administrator and to the named diem CEIMMATom of INDEKY#DENcE: 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. Trinity I 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 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 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. r l TRINITY I ERD RooFING COMPONENT EVAWAnow Product category: Roofing Sub -Category: Undedayment Compliance Statement: Rhinolloof Undedayments, 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 1507.23,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, loss ASTM D226 2006 1507.83,1So7.9.3,1507.95 on Heating Shingles Shingles 151)7.23, 15177.53,2507.93, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, liquid Water Transmission, I Yes I Yes No Breaking Strength, Dimensional Stability 3. REFERENCES: Entitv Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 rrs (W1509) Physical Properties 100539395CDQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof UZO is a multilayered polymer woven coated synthetic roof undedayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. 5. Limm'TioNs: 5.1 5.2 5.3 5.4 5.5 5.6 5.6.1 This is a building code evaluation. Neither Trin'rtyIERD 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. This Evaluation Report is not for use in the HVH2. 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 AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable roof covers applied atop RhinoRoof Underlayments are follows: i7i,ay)tV ka. „vti•M+,..,•,'•.i' ,^..... Z --V*.. .J+Ms ;;T.:?:.y c.•.= ¢: +C.s J::, ?%•.ti :W Sy.r r. .yt = ' -. f;4 q-: •r. •',;:+?.:1TnetEfl. ROOF CovetOertoNs3-`'« •,7•' .a: •, •:., Wood Shakes Slate or Undedayment Nall -On Tile Foam -On Tile Metal Shingles Shingles Shires Simulated Slate RhinoRoof U20 Yes No No I Yes I Yes No Exposure limitations: RhinoRoof Undedayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLAnoN: 6.1 RhinoRoof Undedayments shall be installed in accordance with IMerwrap, 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 1 or II or D4869, Type II undedayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Cerojlcote of AutlhorkaUun OW3 Evaluation Report 14OSI0.OZ.12-t2 FWZ26•RZ Revision Z: 04/Z7/2015 Page 2 of 3 7. 8. Q0 TRINITY I ERD 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 fasteners shall be minimum i -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 &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 underlayment 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 14nch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. Sum= PERMrr REQuatEmEmn: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTs: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUAUry A uRANtf ENrmr: Intertek Testing Services NA Inc: ETL/Wamock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Certificute of Authorization #9503 Evaluation Report 110510.02.12at2 FL15226-RZ Rev 2: 04/27/2015 Page 3 of 3 Professional- Regulation 159EM am Home I Ug to I user Ra9lstraUan I Hot Tq*m I sobna Surcharge I stat a FUM I Publication I Fac surf I ana5 site VAP I Links I search I da pr j Product Approval t rqo ayept yy • tssen: wait use, 6rr bcJ eoi 80ralration Ust > Avpiatinn DsteR FL # FL25961-R1 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 Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Southeastern Metals Mfg. Co. 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals.com Jim Horton jwhorton@semetals.com Jim Horton 11801 Industry Drive Jacksonville, FL 32218 904) 757-4200 jwhorton@semetals.com Jeremy Kelsey 11801 Industry Dr. Jacksonville, FL 32218 904) 696-4687 jhkelsey@semetals.com Roofing Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity Miami -Dade BCCO - EVL Miami -Dade BCCO - CER 09/21/2017 Zachary R. Priest, P.E. Validation Checklist - Hardcopy Received Standard TAS 100 HVHZ Year 1995 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 Model. Number or Name Description 961.1 Aluminum Ridge Vent (RV 10) 1.) Aluminum Ridge Vent (RVIO) Lim of use Installation Instructions Approved for use in MVNZ: Yes 1115961 RI U 12042602 Aluminum Ridge Vent RV 10.Ddf Approved for use outside NVNZ: Yes Verified By: Miami -Dade BCCO - EVL Impact Resblai t: N/A Created by Independent Third Party: De ' Pressure: N/A Evaluation Reports Ather. driven rain resistant TAS 100 fUS961 R7 AE 12042602 Aluminum Ridae Vent RV 30.odf 15961.2 Weather Vent (off ridge) Weather Vent (off ridge) Limits of U Installation Instructions Appro for use in HVMZ: Yes FLIS961 R1 II 13081408 Weather Vent.Odf App ed for use outside MVMZ: Yes Verified By: Miami -Dade BCCO - EYL pact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other. Wind driven rain resistant TAS 100 FLIS961 R3 AE 13081408 Weather Vent.Odf Back Neat Contact :: 2501 Blair Stmre Road. Tallahassee FL 32399 Prone: OD•487-11124 The State of Florida Is an AA/EM employer. CoevdaM 2007-2013 State of Florida.::Privacy Stfftemal:: Accessibility Statement :: Refurid Statement Under Florida law, email addresses are publk rccca If you do not wand your e-mail address released In response to a publicre,, k request, do not sed etedronic mall to Oft entity. Instead, m , ,- the office by plone or by traditional mail. IF you have any pueRlons, plasse contact 850.487.1395. •Wsuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmerl with an email address If they have one. The emalls provided may be used for official communication wUh the licenaee. However email addresses me publk yew . If you do not wish to supply a personal address, please provide the Department with an email address v*dch can be made available to the pdAIL To determine if you area licensee under Chapter 455, F.S., pease dick h M. Product Approval Accepts: am_M___,30 Credit Card Safe MIAMI-DADE COUNTY MIAMFOADE PRODUCT CONTROL SECTION 11805 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) www.miamidade.¢ov/ernnomv Southeastern Metals Manufacturing Company, Inc 11801 Industry Drive Jacksonville, FL 32218 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 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 shal l 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. Collaoo,,, R.A. NOA No.: 13-0814.08 MIAMIWIDE COUNTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 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 Test Product Applicant Dimensions Specifications Description Weather Vent Vent: 4- %2" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Aeencv Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM -002-02-01 08/14/03 ICC -ES AC 132 SEM -027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: 'S/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3'/:" 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-'/," galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" 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.: 13-0814.08 717.72r4Mr. ouNrlr Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LUMTATIONS: 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: MlA MPDADE COUivrir DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 MIAMNa14DECOUNTY Expiration Date: 04/15/19 JAPPROVEDApproval Date: 01/23/14 Page 3 of 3 d (6D YI JE_ (,,VC—. l -7 ` g Lot 8 Lot 3 Block 12, Block 12, Tier B Tier B Fnd. Nail ' " ° N 8950'09 E 485.52 CNoIdentification) ( ) "BB" FINAL SURVEY Legal Description: LOT 4, BLOCK 12, TIER B, TOWN OF SANFORD ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 56 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Flood Information: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR VWVW.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: TYRELL ENTERPRISES Fnd. %:" Rebar Cap "LB 7623" Concrete Driveway 26.0' Fnd. %," Rebar Cap "LS 3382" 66' Right -of -Way) 11 TH Street Asphalt Road) Fnd. Nail &Disk LS 33810TH Street2" Site Benchmark Information- Z 201$ I I ;; # 1 Fnd. Nail & Disk "LB 7623". Elevation: 28.03' I #1 I .0 #2 Fnd. Nail &Disk "LB 7623". Elevation: 28.12' N3—GO c -Benchmark Information - 0 a> M Seminole County Benchmark #360.59.01 LU C) L w Found PK Nail in a parking lot at the intersection of o QoCelery Avenue and Sanford Avenue, Elevation 29.01'. n0 o (Elevations are based upon NAVD 88 Datum) zz I T 00 00 v oWImo= o21, N I av 41. F 00 N o' I 00 W E S I N 89°50'09" E "BB" Graphic Scale 330.00' (P) & (C) 15' 30' so' Corner NOT Located SCeI@: 1"=30' Calculated Point Find. Nail & Disk LS 3382" 1016 PINE AVENUE, SANFORD, FLORIDA 32771 Field Date:1/29/2018 Date Completed: 1/29/2018 Nares - 124.00' (P) Find. %" Rebar Drawn By: TD, N 89°50'09" E 124.00' (M) Aborting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Cap "LB 7623" Subject to any Easements and/or Restrictions of Record. LBgden - Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB'. C 6' Crushed Asphalt fn Building Ties are NOTto be used to reconstruct Property Lines. Centedine Pg. - Page Alleyway CB Concrete Block PI -Point Of Intersection 0 CM 38.7' 9 44.9' otherwise noted. Cont. d0 o P.O.L.- Point on Line Septic Tanks and/or Drainfield locations are approximate and MUST be verified by One Story Description Lots appropriate Utility Location Companies. DE Lot 4 o Concrete Block Use of This Survey for Purposes other than Intended, Without Written Verification, Will be Block 12, w Monument Block 12, Residence #1016 a Tier B Management Agency R - Radius Tier B FFE=29.96 g u? POINTS OF INTEREST- Ln Found NONE VISIBLEIPIronPipeRec. - Recovered 6.7' 512Lo Rfd. - Roofed O Measured Set - Set A" Rebar & N&D Nail & Disk z N.R. Non -Radial Typ. - Typical Fnd. %a" Rebar Official Records Book UE - Utility Easement a P Plat Cam "LB 7623" P. a. Plat Book A - Delta (Central Angle) 13- Wood Fence N 89°53'22" 123.98' ) 0.6•s 124.00' (P) 1.3'S ii 0 0 0 Lot 10 W Lot 5 Block 12, 0 I Block 12, Tier B P 0 0 z Tier B 124.00' (P)— — Fnd. Nail ' " ° N 8950'09 E 485.52 CNoIdentification) ( ) "BB" FINAL SURVEY Legal Description: LOT 4, BLOCK 12, TIER B, TOWN OF SANFORD ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 56 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Flood Information: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR VWVW.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: TYRELL ENTERPRISES Fnd. %:" Rebar Cap "LB 7623" Concrete Driveway 26.0' Fnd. %," Rebar Cap "LS 3382" 66' Right -of -Way) 11 TH Street Asphalt Road) Fnd. Nail &Disk LS 33810TH Street2" Site Benchmark Information- Z 201$ I I ;; # 1 Fnd. Nail & Disk "LB 7623". Elevation: 28.03' I #1 I .0 #2 Fnd. Nail &Disk "LB 7623". Elevation: 28.12' N3—GO c -Benchmark Information - 0 a> M Seminole County Benchmark #360.59.01 LU C) L w Found PK Nail in a parking lot at the intersection of o QoCelery Avenue and Sanford Avenue, Elevation 29.01'. n0 o (Elevations are based upon NAVD 88 Datum) zz I T 00 00 v oWImo= o21, N I av 41. F 00 N o' I 00 W E S I N 89°50'09" E "BB" Graphic Scale 330.00' (P) & (C) 15' 30' so' Corner NOT Located SCeI@: 1"=30' Calculated Point Find. Nail & Disk LS 3382" 1016 PINE AVENUE, SANFORD, FLORIDA 32771 Field Date:1/29/2018 Date Completed: 1/29/2018 Nares - Survey is Based upon the Legal Description Supplied by Client. Drawn By: TD, File Number: IS 36463 F Aborting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. LBgden - Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB'. C Calculated PC - Point of Curvature Building Ties are NOTto be used to reconstruct Property Lines. Centedine Pg. - Page FenceOwnership isNOT determined. CB Concrete Block PI -Point Of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS CM Concrete Monument P.O.B. - Point of Beginning otherwise noted. Cont. Concrete P.O.L.- Point on Line Septic Tanks and/or Drainfield locations are approximate and MUST be verified by D Description PP - Power Pale appropriate Utility Location Companies. DE Drainage Easement PRM - Permanent Reference Use of This Survey for Purposes other than Intended, Without Written Verification, Will be E smt. Easement Monument at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be F.E.M. A. Federal Emergency PT - Point of Tangency Construed to give ANY Rights or Benefits to Anyone Other than those Certified. Management Agency R - Radius FRE Finished Floor Elevation Rad. - Radial POINTS OF INTEREST- Fnd. Found R&C - Rebar & Cap NONE VISIBLEIPIronPipeRec. - Recovered L Length (Arc) Rfd. - Roofed M Measured Set - Set A" Rebar & N&D Nail & Disk Rebar Cap "LB 7623" N.R. Non -Radial Typ. - Typical ORB Official Records Book UE - Utility Easement P Plat WM - WaterMeter P. a. Plat Book A - Delta (Central Angle) 13- Wood Fence 0- - Chain Link Fence I hereby Cenify that the Boundary Survey of the above Described Property is True and Correct to the Best of my Knowedge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information fumished to Me as Noted and Conforms to the Standard of Practice for Land Surveying in the State of Florida in accordance with Chapter 5J-17.052 Ronde Administrative Codes. Pursuant to ion 472 7 Florida Statutes. t K F!.RFF`QL FOR No.6r THESTA FIRM Patrick K. Irelan Hare$ " 6637 LB 7623 This Survey Is intend Ii1J;YAi use of Said Certified Parties. This Survey NOT VALID UNL and Embossed with Survevor's Seal. Ireland & Associates Snrvey%Tw, Inc, 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office -407.678.3366 Fax -407.320.8165