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2895 Gipper Cir 17-516; CABANAA 5 FEBtik32017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ S k -I X-A'-5 s Z-2- Job Address: AN S G; fe ff113tHistoric District: Yes No Parcel ID: Residential n Commercial Type of Work: New R1 Addition 11 Alteration 0 RepairEl Demo 0 Change of Use 11 Move Description of Work: Now aw§ffl;*u !C'erardc. (Caba'na) J Plan Review Contact Person: M181A Pick&-riricl Title: ?c%3>e!t± J - Phone: 40-+ - I (* - ga-'S S' Fax: Email: +Vie-keve Property Owner Information Name (Rus tom) Street: kPA-A City, State Zip: IN Phone: --M24-610 53(06' Resident of property? : Contractor Information Name Phone: 40-+ - J(• Street: ks-tyyWoe Ddsm 33co Fax: City, State Zip: A1JAftA0A+C %WC45, f L 3?aI4 State License No.: ill 01591 Architect/Engineer Information Name: IAIDM-A PgM'StAL+L-\A Phone: 440')r - WJ% - 1!113: Street: o1a-1 S. We6fttcrAW WVf- UitlM Fax: 40+ - (0-2 1000 city, St, Zip.. Atfaftmft 3n(H E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code Revised: Ame 30, 2015 Pennit Application NQJ1QE; In addition to the requirements of ttl,,s 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 wafer managerr,ont 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 subnuttal. 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 :im-, of submittal. The actual construction value wilt be figured. based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinaace, Should calculated charges fig-ared off the executed contract exceed the actual constriction value, credit will he applied to your permit fees when the permit is issued. QWNERIS AFFIDAVIT: I certify that all of tfie foregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. V Print Owner>Tgtmt's Name signatl f Nota 0fF1T"M'pWWft DsRe NOTARY PUSH STATE OF FLORIDA c4m"w 000=W6 OwnerfAgent s Personally Known to Me or Produced 111 Type of ID SoUld UAffir. Print Cautl*Tor/Agont's ;tame Contractor/Agent is Personally Known to Me or Produced ID —___ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical la Mechartical[R" PiumbingE Gas f Roof Construction Type: L'i Occupancy Use: Flood Zone: Total Sq Ft of Bldg:, 0 'k , Min, Occupancy Load: 3 # of Stories: New Construction: Electric - # of Amps ?— oO Plumbing - # of Fixtures ( Fire Sprinkler Permit: Yes [] No [0 # of I -leads — Fire Alarm Permit: Yes El NoE APPROVALS: ZONING: UTILITIES: & ,WASTE WATER: FNGINEERING: COMMENTS: FIRE, 77;4- Revises(: June 30, 2015 Permit Application 7EE f3k, E I V E 0DFEBZ3217 13IV217 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ocumented Construction Value: $ P,)- El 6 Job Address: AM ;120&- cly-Tic suhm?A, n. Historic District: Yes El No 9 Parcel ID: ResidentialE] Commercial N Type of Work: New 21 Addition 1-1 AlterationEl RepairE] Demo D Ch nge of UseEl MoveEl Description of Work: N&w awedaw cgr&cac. coaba"nay 0 Plan Review Contact Person: miqlA eldK-trinc, Title:9rthee± c irvliw_ Phone: 4( Y+ - 48 (#,S: -la S7 Fax: Email: ±Piakev; Property Owner Information Name CM - R&OLOaCR-Kas LLC) Phone: 7Mtk 53(d Street: 14 9, c!" Resident of property? City, State Zip: ffi%AtdDO I _S_ Contractor Information Name 59M C% PAI—CR--t Phone: Street: aas .5. westniigYG%if*, '33M Fax: City, State Zip: AJ+&1M0A+-C WAQ$Ift l State License No.: WAS1 I M1 I 0 W I Architect/Engineer Information Name: A'D_ Ok f4m.,mARNNA Phone: !40t - WIN - 1!q13: Street: W_e6 pC Ddft %&IM Fax: 4C+ - 01 t4l2 City, St, Zip: AJJA1M=!k SPA\"'EL !2a[4 E-mail: -A&MA Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: V Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NQII!QF,: In addition to the regttirements 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 exacuted 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. WNER'S AFFIDAVIT: I certify that all of tlae foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 8Ek61e 5igr Lure of OAWAgek VOW Si iatnra of C cto Ageq D Ic ftW i(Affi e 41 Duff i1r. Print Owner ent's Naine Print Cont •tar/Agent's Nanny SipefNote ofT1T M.pk We ' NOTARY PUBLIC STATE OF FLORIDA tc tr mAt talfitt)Q2896 he 0/15/22020 0wuedAgent is Personally Known to Me or Produced ID Type of ID Sign teoFNo ofFltlryjgM, Powjwic NOTARY PUBLIC, STATE OF FLORIDA Gtx M# GG002896 EVIM 6/15=0 Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FORM OFFICE USE ONLY Permits Required: Building [] Electrical Mechanical Plumbing[ Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes E] Into [] APPROVALS: ZONING: 4 UTILITIES: STE WATER: ENGINEERING: FIRE:JILDING:— COMMENTS: oo "f4 C`Pyrf r pa 6o W '4 i +il s 6000a Meoff, L i f E. CtkU t k i Revised. Juno 30, 2015 Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES DATE: PERMIT NUMBER: BUSINESS/PROJECT NAIVIE: Tzl q /1 \ ADDRESS: CONTACT NAME: PHONE: FAX: 407.680.5051 PLAN REVIEW INFORMATION C/O []RREALARM []F|RESPR|NKLER []HOOD []PA|NTBJOTH [)TANK REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: ;2 1 , Oc' City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-516 2895 Gipper Circle Type of Construction: V-13 SQUARE FOOTAGE OF BUILDING Dollar Valuation of Work: State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: Occupancy: U - Utility & Miscellaneous 1 7041 square feet Structure Information Construction Type: VB Occupancy Type: U - Utility/Misc of Stories: I Occupancy Load: 3 Roof Type: Shingle 31,743.22 11.5 264.0 25.0 96.0 396.5 Plumbing Fixture Calculation 17-516 2895 Gipper Circle Bath Tubs Sinks 1 Drinking Fountain 2 Solar Piping Disposal Soda Fountain Dishwasher Urinals 1 Floor Drain 4 Vacuum Breakers I Sewer Connection 1 Washing Machines Ice Maker Water Closets 2 Laundry Tubs Water Heaters Lavatories 2 Water Piping 1 Pool Piping Water Softener Showers 1 1 1 Total Plumbing Fixtures - 16 Revision 0 Response to Comments Permit # a — City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Ernailf 0V A — All MAR 13 2017 Submittal Date n Project Address: 4"0115 C-1; off' M13f Contact: -7—an; 4A ir n.0, Ph: Fax: Email: Trades encompassed in revision: Building Plumbing El Electrical El Mechanical El Life Safety El Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals jt CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE S NFORD, Ft.oRIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 Application Number: 17-516 Project Description: Pool Cabana Job Address: 2895 Upper Circle PLAN REVIEW COMMENTS Date: 03/02/2017 Contact Name: Tania Pickering Contact Email: tpickeringkdwhomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original Submittal — changes in letter form are not permitted. All references to I --'BC' Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.p-ov. Provide two copies oLaffectedglan sheets and/or supg1emental inLormation as requested. Permit submittals will not be accg)te(i without two copies, COMMENTS: 1. Incomplete submittal. The structural pages and product approval are the only documents submitted for review. Please follow the Commercial Permit Checklist for required submittal documents. FBC 107 Only 2 copies of documents are required" Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office mggdW with the plans examiner to discuss comments will require an yMointment, arrayZed by phone or email prior to arrival. Respectfully, Steve I, iorey, CBO Residential Plans Examiner Revision 0 Response to Comments S/ PV, I'V APR U 2017 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 0 Submittal Date 2?1 Project Address: ckc-kc,. Contact: Ph: gn Email: -CV-'&A*AQ C•(U-AnD S. COM 0 J Trades encompassed in revision: Building Plumbing Electrical Mechanical 0 Life Safety 11 Waste Water Department Utilities El Waste Water Planning Engineering Fire Prevention Building General description of revision: ROUTING INFORMATION Approvals Revision d1w Response to Comments Permit ft I ?t - On 1 (4 APR 13 20"7 City of Sanford wilding & Fire Prevention Division Oh-407.498.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 4/ 11 Project Address: QJJ5 _C-A,*,Q06r UCC(If ArK64 , Fc- 12 Contact: Ph: Fax: Email: AAZ amhw es—uyv i Trades encompassed in revision: El Building E20'*Plumbing KY Electrical G( Mechanical El Life Safety El Waste Water Department Utilities Waste Water El Planning 1:1 Engineering El Fire Prevention 11 Building General description of revision: ROUTING INFORMATION Approvals 4'A APR V LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: T6(ti i A an agent of: I)iMid waoew tbmes Tanic of 'onipatly) 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): tK The speei ic-permit and application for work located at: 416 Gt*wx urcke Stivet Address) Expiration Date for This Limited Power of Attorney: License Holder Name: State License Number: __CC—,)r .. ' ] q 3 9 Signature of License Holder: STATE OF FLORIDA COUNTY OF r,-a M1 (2- The foregoing ingrurnent wp-a',41 ow, ged before me this day ov-F&— v 141 ]d I fh L- 20J'7_, by who is wpersonally known to me or o w— ho as ptjcfuced as identification and who did (did n ake an oath.. b 1 %0- nature( Notary Seal) "'— IWAW l em Print or type name I jZ0Z VZ qaj sajtdx3 wW03 AIN SUM 99 # UO!""03 ep!j0j3 10 91plS , 3qqnd AMON A311V9 NNAI OHM Rev. 08.12) Notary Public - Stilte o Commission No My Commission Expires: INSPECTION SEQUENCE BP# 17-516 ADDRESS: 2895 Gipper Circe BUILDING PERMIT Min Max Inspection Description 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Celia` 30 Sheathing —Walls V 30 Sheathing — Roof V 40 Roof Dry -In V 40 60 Lath. inspection 50 Frame w/ Window & Door 50 1000 Final Roof v 60 Drywall / Sheetrock'' 1000 Final Building (Other) ELFTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 Electric Ceiling Rough 20 Electric Wall Rough 30 Pre -Power Final 1000 Electric Final if F y:`"f,u ry %/ df 7 fib'. "^'' Min Max Inspection Desc tioi 10 Plumbing Unorground 10 1000 Plumbing Seer` 20 Plumbing 2"`Rough 1000 Plumbing Fi ' al k f vl' , CAL PE Ifi Min Max Inspection Description 10 20 Mechanical Rough 20 Mechanical Ceiling Rough 1000 Mechanical Final REVISED: June 2014 CITY OF SANFORD V BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: Historic District: Yes D No Parcel ID: Residential F1 CommercialEl type of Work: New E9 Addition El AlterationEl RepairEl DemoE] Change of Use MoveEl Description of Work: ( /'/1 / " , ") C'r"' / M en, /-,//— Nil t--- / /A Plan Review Contact Person: Title: Phone: Name City, State Zip: Fax: Email: Property Owner Information Phone: Contractor Information Name e6y Phone: Street: V Fax: -7 City, State Zip: State License No.: Name; Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 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, beaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date. 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: hi 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,oning. Signature of Owner/Agent Print Owner/Agent's Name Date Owner/Agent is — Personally Known to Me or Produced ID Type of ID M a CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25, 2020 1407) 398.0153 FlondallotaryS® Ce.Co(n ContractorVVgefft is — Personally -Mown a Me or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 ElectricaIF] Mechanical n Plumbingn GasE] RoofE] Construction Type: Occupancy Use. Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: YesF1 NoFJ # of Heads APPROVALS: ZONING: ENGINEERING: I10101 a I UTILITIES: FIRE: ti of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [I No [:1 WASTE WATER: BUILDING: Revised: June 30,2015 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00000516 Date 6/01/17 Application pin number . . . 289028 Revision number . . . . . . 3 Property Address . . . 2895 GIPPER CIR Parcel Number 22.20.30.520-OBOO-0000 Application type description NEW OTHER NON -HOUSEKEEPING Subdivision Name Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 31743 Application desc NOC on file I ------------------------------------------------------------- Owner Contractor CND-REAGAN LLC DAVID WEEKLEY HOMES 225 S WESTMONTE DR STE 3300 225 S WESTMONTE DR ALTAMONTE SPRINGS FL 32714 STE 3300 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . UTILITY/MISC USE GROUP Other struct info . . . FIRE ALARM UNKNOWN PLUMBING FIXTURES 16.00 NUMBER OF STORIES 1.00 FIRE SPRINKLER SYSTEM UNKNOWN SQUARE FOOTAGE 704.00 Permit . . . I . . ELECTRICAL PERMIT Additional desc , . Phone Access Code 987354 Permit pin number 987354 Sub Contractor J & J ELECTRIC Permit Fee 120.00 Issue Date 6/01/17 Valuation . . . . 0 Expiration Date 11/28/17 Qty Unit Charge Per Extension 300.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 120.00 Special Notes and Comments ELEC: UNDG 10, FOOTER STEEL BOND 10, CEIL R/I 20, WALL R/I 20, PREPOWER 30, FINAL 1000 PLGB: UNDG 10, SEWER 10/1000, 2ND R/I 20, FINAL 1000 MECH: ROUGH 10/20, CEILING R/I 20, FINAL 1000 All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407,774,0800, Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407,688.5058 or at dave.aldrich@sanfordfl.gov FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407,688.5080 Page 2 Application Number . . . . . 17-00000516 Date 6/01/17 Application pin number . . . 289028 Revision number . . . . . . . 3 Other Fees 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25,00 01-BLDG PLAN REVIEW 96.00 01-FIRE INSPECT -NEW CONST 75.00 01-FIRE IMPACT 8-2015 260.59 01-POLICE IMPACT 8-2015 261.28 01-BLDG REINSPECTION 35.00 01-BLDG DCA SURCHARGE 7.77 01-BLDG DBPR SURCHARGE 7.78 Fee summary Charged Paid Credited Due Permit Fee Total 120.00 00 .00 120.00 Other Fee Total 818.42 758,42 .00 60.00 Grand Total 938.42 758.42 .00 180.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. A- r' Job Address: CITY OF SANFORD BUILDING & FIRE PREVENTION ECEIVE PERMIT APPLICATION MAY 14 2017 Application No: B ,,--.--,,,-Dwumented Construction Value: $ oc a *104, Parcel ID: Residential F] Commercial 3 Type of Work: New 9 AdditionEl Alteration El RepairEl Demo El Change of Use El MoveEl Description of Work- 6.= e'E:'t Plan Review Contact Person: Title: Phone: Fax: Email: 14' Property Owner Information Name Phone: Street: Tzl- Resident of property? City, State Zip: / 3 -4 7/ 1/ Name Street: 6 City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 3-41--)- 717- 17 U- Fax: 3,2- 1 7 0 State License No.: Architect/Engineer Information Phone - Fax: E- mi Mortgage L Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRONTMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit .Application NOTICE: In addition to the requirements of this permit. there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies, Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of'Satil'ord requires paVrnern of a plan review I`ce 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 ot'Owner/Agetit Date signature Coutractor!Agern Date InntO vner/;ent`s Name Print ont ctor!'A writ's, Name Signature ol'Notary-Scare of Florida Date Owner/Agent is — Personally Known to Me or Produced ID Type of LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21, 2018 Commission # FF 125242 Produced ID Type of III BELOW IS FOR OFFICE USE ONLY to Me or Permits Required: BuildingF] Electrical n Mechanical Plumbing[] Gas[] RoofE] Construction Type: Occupancy Use: Flood Zone: - Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes n No[] #of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes [] No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application J & N—JL BID PROPOSAL DATE: February 20, 2017 PROJECT: Reagans Pointe Pool Cabana SCOPE: Furnish labor and materials for plumbing per plans and qualifications QUALIFICATIONS: All sanitary waste and vent piping within building is PVC D\W, All water piping within building is CPVCIP11 Exterior sewer is PVC sewer and drain pipe and Fittings (100 feet maximum) Exterior water service is schedule 40 PVC, pipe and fittings (100 feet maximum) and includes backflow preventer with certification. 1" water line to pool equipment is schedule 40 PVC pipe and fittings and includes backflow prevcnter with certification, (50 feet maximum) 4" overflow pool drain is PVC sewer and drain pipe and fittings (50 feet maximum) All plumbing fixtures are per Fixture Schedule included in this proposal. Permit is included. 0 l"inal connections to sewer and water and pool equipment are included, PRICE: Plumbing Thru Drywall $5,100.00 Site Water and Sewer $ 1,550.00 Permit $ 175.00 Fixtures and Trim $ 3,730.00 Trim Labor $ 525.00 Total $11,080.00 Integrity Plumbing & Mechanical, Inc, 1069 Big Oaks Blvd. Oviedo, FL. 32765 Fixture Schedule Lavatory —Kohler K-2005-0 white wall hung lavatory mounted on included hanger bracket Symmons S-71 G metering faucet for single hole mounting in chrome PVC p-trap 1/4 turn chrome stop with braided stainless supplies ADA trap wraps Mop sink—Florestione floor mounted laundry sink Moen 74998 laundry sink faucet chrome PVC p-trap 1/4 turn chrome stop with braided stainless supplies Urinal —Kohler K-5016-ET-0 wall hung urinal white mounted at ADA height Zurn 1006 flush valve chrome Toilet ADA—Gerber Viper white elongated toilet ADA height Bemis open front with check hinge 1/4 turn chrome stop with braided stainless supplies Drinking fountain—Elkay EZ'1'1..81.,FC bi level ADA water cooler Floor drain —Sioux Chief 3" PVC drain with bronze top and trap primer connection 3) HB—Woodford 24P with vacuum breaker and Loose T handle Pool shower ---Self closing metering valves with separate control for shower head and foot wash. Structure by others If you have any questions, call me. Thanks Integrity Plumbing & Mechanical, Inc. Dan Brokaw, Vice-president Phone: 321-277-1942 Integrity Plumbing & Mechanical, Inc. 1069 Big Oaks Blvd. Oviedo, FL. 32765 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100001 BUILDING APPLICATION #: 17-10000172 BUILDING PERMIT NUMBER: 17-10000172 DATE: March 31, 2017 UNIT ADDRESS: GIPPER CIR 2895 22-20-30-518-0000-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: POOL AMENITY CENTER TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2895 GIPPER CI / POOL AMENITY CENTER @ REAGAN POINTE / NO IMPACT FEES APPLY FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS N/A ROADS -COLLECTORS N/A Q0 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE .00 STATEMENT r RECEIVED BY: 45C. SIGNATURE: PLEASE PRINT NAME - - DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TH IS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIREfRESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THt REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR RE UESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T STRE T, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE ''POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL, 407-665-7356. Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE TOWN SQUARE TITLE, LTD 250 EAST COLONIAL DRIVE, SUITE 301 ORLANDO, FLORIDA 32801 TELEPHONE: 407.422.2234 FACSIWLE: 407.843,8964 NOC I7042 RECORDING 91FORAtATiQti a60YE TNtS 4ME NOTICE OF COMMENCEMENT_ Permit Number: Tax Folio Number: STATE OF FLORIDA COUNTY OF ORANGE 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. Legal Description of the Property: Tract B, Reagan Pointe, as recorded in Plat Book 81, Page 46, a replat of Lot 1, Paradise, as recorded in Plat Book 74, Pages 42 and 43 of the Public Records of Seminole County, Florida. Property Address: AMENITY AREA POOL, Reagan Point, Florida 2. General Descri tion of Im rovement: Consmetion of swimming of and related services. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company tilt N. Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than 4(a)): Some 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company III1 N. Post Oak Road, Houston, Texas 77055 (b) Phone Number: (713) 316-3476 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienoe's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: roc mvc WARNING TO OWNER: ANY rAYMLI`4IJ IVIAVC net RUE wvv!!Er r+.,.=. . NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfrcation pursuant to Section 92,525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, L C a Delaware, limited liability company By: John K' nun as Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this ittnrument on the a set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaw ' ited liability company and executed or acknowledged his/her/their previous execution of this instrument. I WE FURT RTIFY, that 109 Kingman Keating, is/are the saute person(s) either executing or acknowledging ex n f the for ei instrument because: personally know him/her/them OR O 1 have satisfactory evidence of same basal upo Flori er's license or Q r idemification: WITNESS my aI in the State and County aforesaid this 20tit day of March, 2017. ar•`° MRAGREER SOMY COMMISSION' FF 052349 c EVIr1ES: SeptEn trer 8.2017 6anln4t6ra &tflylt rtpnl'JSMVICS3 GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017029223 BK 8882 Pg 0490: (1 pg) E-RECORDED 03123t2017 03.05:02 PM 10.00 PLOT PLAN I1,€'t (} 4 ) COPY LEGAL DESCRIPTION: TRACT B, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45-52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA,GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY a 0 Gipper Circle Proposed Elevation Sanford, FL 32773 a Area Calculations Q CTotalLotArea= 7371 sq ft (100%) F Impervious Area= 4212 sq it (57%) Pervious Area= 3159 sq ft (43%) \GO Q!a0 Elevations are based on V l a° Q- a Ooc° civil grading plans. 2 pogo e P Q 5 Lot is Type "C" Grading Plan 79. r a 4 h C'V4 oQoy Lot 38 e a 4 Q oQ ti f lrr9° P.T. located on Lot 38 Lot 39 rz c` Fa Q a \tea aas* / o0 5. / Q 3 a cq, f a It r Az:T a f.3 \ TkAf;T £: ti 2E sf 2895 GIPPER CIRCLE SANFORD, FLORIDA 32773 soQeS Lot 34 Tract "B" Open Space/Recreation Common Area) tp01f^ ° ° Lot 35 rZr• rl'L'Irr. 4 r rrlrrWP A OpO 9.0' Lot 36 i 0.s' `s c a Lot 37 I S. try sr CP K-IN/ Lot 40 e g 1 Go C33 r r _ G teas oti ' '\C;Ae R=270.00'(P),. - _ u. m ,..a 0 L=20.41'(P) A=04°19'49"(P) Chord Bearing= S 55°56'40" W 20.40'(P) t1 9s 1 C fct A AA_ S 5$°06'35" W 22.57'(P)( O F y This is NOT a Boundary Survey rO Graphic Scale ( ) t 0, \ a 1 3 ' 60' Scale: 1 "=30' Revision: Revised Cabana Floor Elevation - 4/25/17 Field Date: 3/7/2017 Date Completed: 3/8/2017 NOTES Drawn By: M.C. File Number.IS-35283 PP Survey is Rased upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record- Legend• Bearing hasis shown hereon, is Assumed and Rased upon the Line Denoted with a •BR". C Calculated PC - Point of Curvatures Building Ties are NOT to be used to reconstruct Property Lines. Centedine Fig, - Page Fence Ownership is NOT determined. BCM Concrete Block Connate Monument PI - Point of Intersection P.O,B. • Point of Beginning Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS Conc. Concrete lap.L. - Point on Line omerwise noted. 0 Description PP - Power Pda Septic Tanks and/or grainfield locations are approximate and MUST be verified by DE Drainage Lasemant PRM - Permanent Reference appropriate Utility Location Companies. Esmt. EBsomant Monument Use of This Survey for Purposes other than intended, Without Written Verification, Will F. E. M.A. Federal Emergency PT - Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Management Agency R - Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. FFI- Finished Floor Elevation Rad - Radial Fnd. Found R&C - Reber & Cap POINTS OF INTEREST- IV Iron Pipe Rec - Recovered PROPOSED SIDEWALKS CROSS S' UTILITY EASEMENT. L Length (Arc) Rid- - Roofed M Measured Set - Set 'A" Reber & N& D Nail & Disk Reber Cap "LB 7623' N. R. Non•Radial Typ. - typical ORB Official Records Book UE - Utility Easement P Plat WM - Water Meter P. B. Plat Book A - Delta (Central Angle) Ct- Wood Fence 0 • Chain Link Fence I hereby Certify that this Boundary Sumay or the above Desonlood Property is Two and Caroni to the Best of my Knov kalge and Belief as recently Surveyed under my Direction on the Data Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveyii in the State of Florida in acoordanoe with Chapter 5.1-17.052 Florida Administrative Codes, Pursuant tQ,Up tion 472„027 Florida Statutes, Patrick K. Ireland .'`,F<cmoP 6637 LB 7623 This Survey is intene Y pr, use of Said Certified Parties, This Survey NOT VALID UN and Embossed with Surveyor's Seal. Ireland & Asso6ates Surveong, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www. irelandsurveying.com Office- 407.678.3366 Fax-407.320.8165 This document has been etectroracalty 11 ('(0RID signed using a (49ttat Signature. Printed copes without an original signature must be verified using the original electrontc version. Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando I-L, 32837 Florida Etigincering Certificate of'Authorization Number: 0 27 I-q-orida Certificate of Product Approval 4 F'I 1999 Page I of I Document 11): 1 VWN408-ZO615095307 No, 708-61 Fruss Vabricator: Job Identification: Accu-Span Truss Conpany 14532-/Reagan Pointe/ Pool Caban -David Weekley No S Rea f-.m Qri/7A" (14532-/Reags Truss Count: Model Code: 19 Florida Building Code Sth Edition (2014) I russ Crit-ria: TPI-2007(STD) Fngincering software: Alpine Software,Version 15.01. rRrStructuralUnginecrot'Record: The identity of the structural FOR did not exist as of Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Dcsign Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - N/A Wind - 140 MPH ASCE 7-10 -Closed Notes: 1. Deterrni nation as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSUTPI 1 2. The drawing date shown on this index sheet must notch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: NCUSR408 Details: - Ref Description Dr Date 01 1iawing6i66# 12/1-5/1-6-1 2 91377 __A02 16350003 12/15/16 3 91378 __A03 16350010 12/15/16 4 91379-403A 16350004 12/15/16 5 91380-404 16350009 12/15/16 6 91381-405 16350012 12/15/16 1 7 91382--AOSA 16350011 12/15/16 8 91383-401 16350005 12/15/16 9 91384-402 16350007 12/15/16 j 10 91385--BO3 16350200 12/15/16 11 91386--HJ7 16350002 12/15/16 12 91387--HJ3 16350201 12/15/16 13 91388--EJ7 16350016 12/15/16 14 91389--EJ3 16350008 12/15/16 15 91390--Ci1 16350015 12/15/16 16 91391--CJ3 16350014 12/16/16 17 91392--CJ3A 16360202 12/15/16 18 91393--CJ5 16350013 12/15/16 i 19 91394--CJ5A 16360006 12/15/16] 12A 5/20 10 William H. Krick Truss Design EngioCCI- 2400 Lake Orange Dr, Suite 150 Orlando FT., 32837 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 14b3Z-/Reagan rointe/ root Uaban -Vavio weeKley NOMe5 -- Keagan rolnte Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7,50 ft. from roof edge. ZX4kh I) = 2X4 III AV[ f 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9,00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0,18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 211 W2X4 S 2.75 4X4= 4X4= 2X4[211 III 6-1 U 1-4 L--2-0-0-j 1_ 13-0-0 _1_ 2-0-0_1_ 11-0-0 1 26-0-0 Over 2 Support R=1080 U=291 W=8" R=891 U=255 W=8" RL=184/-169 Note: All Plates Are PLT TYP. Wave 3X4 Except As Shown.,, Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 tat QTY:2 FL/-/8/-/-/R/- Scale=.3125"/Ft. WARNINGt" AM AW FOLLOW ALL OOTES OW This DRArUKI ; sueIipORTANT4tN2NI5M ,MI5 _1MG 10 Af ,. CGMtWtCTGRS IWIMING Im II i.—S. Tr '.p r 4 CI Y V ) 1f n9 4 R A BCSI <e IC 9 C 708 1 p enp y g pe' BCSf. Un a .: YBT TIC LL TIC DL BC. DL 20. 0 PSF 7.0 PSF 10.0 PSF REF R408-- 91376 DATE 12/15/16 DRW HCUSR408 16350001 d AN nWCOMPANY Z£W LaS.e Charsge Ds Sufie?Sfi ea B o aip) o f r B a ww Ric f g 'e A z P1 Y Arew ng nny rep i 6 cuss <on <.rmen e w,eM1 Ah51 /iPl t or Yu, HOLM l ng M1 pp.ng. aff , n b e x:,, of r. .` l i—I a this erfwnnp er eewi P"S 11a 1np M1a dew lnp, Inefc us AeeWtrfeA of p_fssslensl sf .—I rpponsrbt r ity soioly for ar W ion siww,. TM * it fifty i—i o or "I$ Crsrifq for a" is rsapp.sfbi l ity of clxs Buildup Das-yner pwr ANsi/ l T S-2. STAT 0 a 1 bfe * ra f BC LL TOT. LD. 0.0 PSF 37.0 PSF HC-ENG KD/YYHK SEQN- 564607 25 FROM CH SPACING 24.01, JREF- 1VWN408 ZO6oFLWAxs,; FL CCS>4 `'.$ g tr r.f n s g g .ti tr : a' yF""• nl_PIME -aiPems: ricn. . ,Y.,- _..- .ary 12/15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 1456Z-/Keagan roinre/ roof uaDan -uavia weeKley MGMeS -- Keagan roinEe Longwoou - AV4 1 Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Rot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE MWFRS loads based on trusses located at least 7.50 ft. 191 W3X4 S 2.75 from roof edge 2X4 4X6=— 4X4—= L---2-0-0-j 11-0-0 J— 6-0-0 —1— 9-0-0 —1 26-0-0 Over 2 Supports b I R=1087 U=295 W=8" R=885 U=255 W=8" RL=154/-139 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15,4 VIARNINGI:: READ AND FOLLOO ALL MOTES ON THIS DROHNGI n' 81 BYO 1 I,. A-.y ...... .. . R-, AN rrW COMPANY A —9 m -1. —1.9 er eevor ptgs f istip this erssinp. 1-1.— I * T __"'y 4W Lak Orm Dr, Soe 1,0 1y 6: %y :, ANSI/ I I S-2 O, i.do, FL 32837 FL COA 400 279 ALPINE .—p—--—, TPI —p—t—, MTCA [CC .,q 1 FL/-/8/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale =. 3125"/Ft. REF R408-- 91377 DATE 12/15/16 DRW HCUSR408 16350003 HC- ENG KD/WHK SEQN- 564569 FROM CH JREF- 1VWN408—ZO6 12/ 15/2016 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 14DSZ-/Keagan vointe/ root Ganan -uavio weeKley homes -- Keagan rointe 1-011gW000 - NUS J Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP 2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bat chord 2x4 SP 2 Dense Webs 2x4 SP 3 Mind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4(Al ) 3X4= Lc2-0-mJ R=1064 U=289 W=8" RL=162/-162 4X6= 4X4= 5X6= 5X6= 5-1 -3 10-0-0 1 3X4= 2X4(A1} L12-0-0:1 U-V-V —I— I I 28-0-0 Over 2 Supports 'I Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15A k"INGf REAP AM FULLOM ALL WTES DN THIS DRAMINGI IWMTANT f{RtN ISM SN{5 DRAifM(i 16 ut. cY7N!{ .,WS IACt W{{IG tl* INS-CIIS Tr Q avre a abr ,xc n rnff ng 8, ,n cal I a,M O ac R Yo x btli ci oxr o! 9C5I`(. .... Compa t SaYe y rvformreio bynTP( SCSI, y p eceie s prYP< H i Y i P Y ^9 Ve BCSi . 0.ip ITIY B A Cmro G t I b y on tr a.rg y e av n evn orewnvu rich AN51/TPI i or{ ur <n0liny h pp rxq AN ITW COMPANY MtI 11 thi• 6 Inp cover lgW I'Is l'r TA 111C 1itYrq jAtM roe c.Ir`npinM`1 1rYfppiiibifi<Y :.Illy for thr Wei u3 VN a a AC ucYw 24W Lake Change Dr.. Suite 1Sti r.awnsibllity or u» &ii Idle 0.s<rgr..r a* AMSI/ f I S .z. Od.d,, FL 32837 tom, Son > genm .»ore ro ei on n" ' FL Ci}rf. $i127g ALPINE .uiw^ .. IN ,a orG; WC,` .. un a .,m, ICC wave iwxa .org R=1064 U=289 W=8" 1 FL/-/8/-/-/R/ TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R408-- 91378 DATE 12/15/16 DRW HCUSR408 16350010 HC-ENG KD/WHK SEQN- 564567 FROM CH JREF- 1VWN408_ZO6 12/ 15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS WFR. 14b3Z-/Keagan Pointe/ Foot Uaban -David weekley Homes -- Keagan Vointe Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4 AUSA ) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 181 W2X4 1.50 R 1.75 4X6= 2X4111 4X6= 4AL# iti .,,.... 3X4m L<-2-0-0=+-l< 5-8-0 >1< 8-4-0 a.Lr. L 9-0-0 _I1 10-0-0 _€_ 10-0-0 7-0-0 26-0-0 Over 4 Support R=604 U=155 W=8" R=946 U=293 W=8'r R=351 U=89 W=8" RL=125/-110 R=120 U=17 W=8" PLT TYP. Wave 9EBt%fd Y#ksFrt d frt,, Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 1.{ f" TY:1 FL/-/8/-/-/R/- Scale=.3125"/Ft. ANrrwcontn NY 2400 Lake ofgf Dr. SCa, Sit? WAMINGt RM ro FOlLM AU MOTES ON THIS MM MG! iivoMTAMT ftRa1SM 1NI5 taORAf<txG la N COM>RRCidkS lf1Q1 tW 1FS. IaSTM1ERs Tru q c ^4 °f ^9 PP q nq att° bra.: xy Rl a BC51 tg y f».P. 4 . Y 1 dY FPF a a! f fP : P< o f 1 F I P" P Y 9 Pa aC51 tN ftgr'r .a f a. ' H5endaq 91. B> ' 3 0 PPI f._ sAppfY PSY ew g f uas en eon ormarvce r tn ANSf /t PI Y ror o bnn°f i,yy snipe try_ nsta »n a d y r tr ,s. sal this a Inp r mar pap{ f l{tinp this arwinp. feM Caw aeeptarroa aI prbfa{si{nal arp lnaar irrp r.appn.'bF1iCy aol Fy far w doi¢r Moran. TM {pFtabtlity and ,... pf thf{ drrf,.a far any {Crtrttur. f{ ra{pwr{Ybirity of tha BYlidtna Osa1y par AM51/TPI t iac 2. J "" y q i c i y ATq l.dqt$`s4 VePt a . r° ., '' Vy& % t 4 #{8 TC LL TC DL BC DL BC LL TOT.LD. Za.O PSF 7.0 PSF 10.0 PSF a. a PSF 37.0 PSF REF R408-- 91379 DATE 12/15/16 DRW HCUSR408 16350004 HC-ENG JB/WHK SEQN- 572986 DUR . FAC . 1.25 FROM CH SPACING 24.0" JREF- 1VWN408 Z06GflaadiFtcOA oa rz78 7sF . ion s s Job' 9 r» n pay ese web s: ALPINE TP1 [P,nst. q: aTCn .,,,° Y.<.: ICC , ., <,,<,.y 12/ 15/2016 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 14t,3Z-/Keagan Vointe/ Foot Uaban -Vavid Weekley Homes -- Keagan Pointe Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. AU4 ) 140 mph wind, 15.00 ft mean h9t, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6=— 2X4 III 4X6=— 2X4(A1) = aA'*= b A b .5A14 3X4—= 3X4=— 2X4 (Al L<2-0-C.J L12-0-0.J 9-0-0 J— 10-0-0 9-0-0 28-0-0 Over 2 Supports R=1064 U=291 W=8" R=1064 U=291 W=8" RL=132/-132 Design Crit: FBC2014Res/TPI-2007(STD) Ar rPLTTYP. Wave FT/RT=O%(O%)/O(0) 15 zPTY: 1 FL/-/8/-/-/R/- Scale =.25"/Ft. WAMINGI • Q Awl FOUM ALL wwWTESONTHISW"Il MTW (U"I;: REM1"Is 1 TO ALL CONTRACTOR'S W'WiW1 TC LL 20.0 PSF REF R408-- 91380 T ...... . 8, TIC DL 7.0 PSF DATE 12/15/16 Its BC DL 10.0 PSF DRW HCUSR408 16350009 L [PIN Aapgy 0-1, 1— f— 1-11 r BC LL 0.0 PSF HC-ENG KD/WHK AN frW COMPANY TOT.LD. 37.0 PSF SEQN- 564568 A wl -1. d-1.9 or avv.r p.p. I 1.tim this dl-1.9, 1-1— Or P—f—.1-1 .hpinNrfnp 0_i' MSI f I S—Z. ' 10NA1 DUR.FAC. 1.25 FROM CH fd 4W Lake 0-ge D,, S.te k5 J iZldo Ft 283_1 ,, _". '- '.. , _- AiPiW . p t-- - rN CA SPACING 24, FL, COA -O 278 0" 1 JREF-1VWN408 Z06 12 15/2 0 16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I4,SL-/Keagan YOlnte/ Foot Gaban -Uavlo WeeKley domes -- Keagan Yolnte Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W2X4 S 2.25 31 W3X4 S 1.25 71 W4X4 S 1.25 151 W4X4 S 1.25 161 W3X4 S 1.25 171 W2X4 S 2.25 AW) t Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 pif at 0.00 to 56 pif at 7.00 TC- From 28 pif at 7.00 to 28 plf at 21.00 TC- From 56 pif at 21.00 to 56 plf at 28.00 BC- From 20 plf at 0.00 to 20 pif at 7.04 BC- From 10 pif at 7.04 to 10 plf at 20.96 BC- From 20 pif at 20.96 to 20 plf at 28.00 TC- 142.20 lb Conc. Load at 7.04,20.96 TC- 106.96 lb Conc. Load at M9,11.09,13.09,14.91 16,91,18.91 BC- 144.25 lb Conc. Load at 7.04,20.96 BC- 66.05 lb Conc. Load at 9.09,11.09,13.09,14.91 16.91,18.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6= 2X4III 5X6= 2X4(Al ) = `'AtLI3 = bAbIa3 = 2X4[ 171 III 2X4 [ 21 III 2X4 (Al) Lc2- 0-0.J L:2-0-m1 1_ 7-0-0 _1_ 14-0-0 _I_ 7-0-0 _1 28- 0-0 Over 2 Support R= 1604 U=773 W=8" R=1604 U=773 W=8" T 3- 1 -3 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1 2r'rFQTY:1 FL/-/8/-/-/R/- Scale=.25"/Ft. WARNINGI•• t I1SIwoALLuNOTESONTHISowuleclTI `'. TCLL 20.0 PSF REF R408-- 913$1 ORTANT"' ElpWI5HTHI561tAp1MG10AI.. CtIH11ttGT(H25 NCLwtt bG HE HSTALEERS. Tru 9 e c 9 1 4- PP J 11 ng rt R C x be a BC91 7e g c s NI rTca> Y ,a Z08 1 1 TC DL 7.0 PSF DATE 12/15/16 po- g tro I p empo- Y g pe BC51. Bnt etl r,c )' op c 11 ly ,y N NN' y ca BC DL 10. 0 PSF DRW HCU5R408 16350012 qia I q. t - rwW r Pe I 1 r q a Bc r1 83, BT B Q, pPl f.. ANNIY P ra p bo a o 160AtZ - tl p ; ac a iAT 0' BC LL O.O PSF HC-ENG KD/WHK Alp - ITY By IC N (, P G- up 1 a espoo y r,'jw > u . AN ITW COMPANY ,. Y.a at,p„ bra<;. or t„,p. - @ a<°`,°' TOT. LD. 37.0 PSF SEQN- 564601 A wl M cols d,-I y er ewer ppe I litlnp CHI• d-1.9, 1n 1. Coe AeeepCAHet of OreMslbnAl enpinNr' CY .... Y Y+ y re{ ppts lb-ty otrly for tN WYipn 1Hwn. TM s., tN ility YW oM of Nis tlrpirq fer mY atructwe is t.3 pp 240E Lake (IrNigt Dr. $URE ixJ r spoeeibtfity of tM Builtllr fM ipn.r oe AH51/TPI T Sec.2. T {.j g. { „ c`• DUR . FAC . 1.25 FROM CH odhRCOA ,> rt > oe a .b e -« SPACING 24.0" JREF- 1 VWN408 ZO6 FL COA 0678aEwHE .aip ., rN1..w. cp;nsa.org: wrcA ..,..6<,naU T-y.<.: Icc ....<.,«x ,,. o,y _ 12/15/2016 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 1403c-/Keagan rolntei roof tanan -uavia weeKley Homes -- Keagan vointe Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 171 W2X4 1.50 R 1.50 201 W2X4 S 2.50 2X4 AURA ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 21.00 TC- From 56 plf at 21.00 to 56 plf at 26.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 20.96 BC- From 20 plf at 20.96 to 20 pif at 26.00 TC- 142,20 lb Conc. Load at 7.04,20.96 TC- 106.96 lb Conc. Load at 9.09,11.09,13.09,14.91 16.91,18.91 BC- 144,25 lb Conc. Load at 7.04,20.96 BC- 66.05 lb Conc. Load at 9.09,11.09,13.09,14.91 16.91,18.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6(R) % 3X4= 4X6= now r.Nria+N.re>r 2-0-03[E 5-8-0 'F 8-4-0 31'E 10-0 _ 1 L_ 7-0-0 _I_ 14-0-0 _I_ 5-0-0 1 rz 26-0-0 Over 4 Supports I R=635 U=356 W=8" R=495 U=121 W=8" R=1450 U=783 W=8" R=484 U=240 W=8" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/0(0) 15 p 3r ' QTY:1 FL/-/8/-/-/R/- Scale=.3125"/Ft. ARlIf NGI•' READ AND FMIM ALL NOTES 09 IMPORTANT" «I THIS DR.OW1 . ` , IMS tW ID it NUDIW TH TC LL 20.0 PSF REF R408-- 91382 aNmvcarrParav n+ L3OO Lake l 4l lif $U£tEi f , TPA .T NI" r P o t. -O8 1 c C I( P Y fwd g tl P Y ^, 9 s P y ` J Oe R- 6UA L P p 'Litcow. T m . uri y uxs on orwa,r r xn ANSI iiF`I Ft,ror f r rva nling ani Pp irx3, A s« «er . 9 f ru o.a_ wl en chls er InM . eewr ww II•<leq vris arwlnM, f afo.e.. eowc nc• ar prorwsiau nM£nw.i ^:• .'*. r'M pa+i iblfity W( ly 1pir tty p iRn Mgwr. TM uftW itfCY N++ or Uir Q sirp Yor `ny sc uCCurW is Y #"` x y reepwisfbtfFCY of tiv Mu ttlinp tl`sF yr» p AN51/TPI t Swc.2. i..d j y.^ TC DL BC DL BC LL TOT.LD. 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF DATE 12/15/16 DRW HCUSR408 16350011 HC-ENG JB/WHK SEQN- 572989 DUR. FAC. 1.25 FROM CH wwd do. Ft 32S3i FT.COAdf£.1"d F n ron ` g rzeru ,u peq Ak_PINE .rv_ntprrrorev <an; iPi: __ arg: NFCk .rw x . n is-y. o-w, fLC .wv..«xaYe arg SPACING 24.0' JREF- 1VWN408 ZO6 12/ 15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I; I45sZ-/Keagan I'otnte/ Fool Uaban -David weeKtey domes -- Keagan Pointe Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X L--2-0-0----J R=469 U=112 W=8" RL=88/-88 4X4= 12-0-0 Over 2 Suppor ISU I ) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load 2-0-0 --J 6-0-0 _I I R=469 U=112 W=8" 3- -3 i 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) A , PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 t 23r''°a.QTY:5 FL/-/8/-/-/R/- Scale =.5"/Ft. aWtlWING.1" REM AND FOLLOW ALL MOPES ON THIS DRAMIMGS oa 's, t`*w -' b-> TC LL 20.0 PSF (gyp ( p fMFORTAXT" fLMBtt56 TNIS bRAtYfM6 Tp iLL.L. CMTR/yGIORS IMCLWiNG lilE. IMSFAI.LERS. + i ( REF R408-- 91383 4 4 9 PP R T08 1 TC DL 7.0 PSF DATE 12/15/16tBCSICBd4C5YffiRYarvdM: G1} p p Pm n9 v L P Y Rw h r gp tlR yo BC DL 10.0 PSF DRW HCUSR408 16350005 es BT B o I A y if BC LL 0.0 PSF HC-ENG KD/WHK A P• tFW B tl 4 Compo GII'll, eti{xx U Y tl<vi.Yt on frm O x, ' W y b 1 rocs or+ormnru:a wi4h ANS4/S Pf 1 nr for hnnJf i,rg xhippiny. t mdr AN rrwcoMwwv e. i TOT. LD. 37.0 PSF SEQN- 564564 t avf tole tlrrtnp er —1 p.pe 16.t0n0 -1. erwfr , 1-1— seupt.nee of prof.a 1-1 .nyf M.rf *+++==.•ws fit',. re. poneibility solely Per W Jesi(pa tlW.n. Tt» wftM111tY .^ 1/N of H>i. erwitq Por ePY etruoCure i. V r. apa+albf Ilty of wa . IA frq tl.a pner p. Affsi/Tpf , sK..'(IAL - DUR. FAC . 1 25 FROM CH 2SCfiLakeOeangeChSUItCI><J fix. Odra. FL 2837 L «. o e. of n ... Awl FLCOAig,"- ALpINE .. ,ip,nr, .. °'Tpf `... are. e CA . ,+., + rY. . fCC orq SPACING 24.0" JREF- 1VWN408_Z06 12/ 15/2016 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 14D,5Z-/Keagan voinre/ root Lanan -uavia weeKley Mottles -- Keagan roinre lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X4 _= 2: 3X4 ovz 1 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT It, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W3X4 S 2,25 101 W3X4 S 2.25 0) 111 3-4-3 L_ 4-0-0 J— 4-0-0 LE 8-0-0 Over 2 Supports R=303 U=26 W=8" R=303 U=26 W=8" RL=58/-58 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 1151 it TY: 1 FL/-/8/-/-/R/- Scale =.5"/Ft. UMMINGII* READ AND FOLLON ALL WITS ON THIS DRAVINGI - IWMTMT-- f~SH IBIS O-BNG TO JUt CONTRACTORS tWIUITI TW INSI—ITS. TC LL 20.0 PSIF REF R408-- 91384 0 9 '"' ' I " ':= .7, " *". 'a "*I' I A TC DL 7.0 PSIF DATE 12/15/16 8cs I. . ....... BC DL 10.0 PSIF DRW HCUSR408 16350007 BC LL 0.0 PSF HC-ENG KD/W1HK SEQN- 564561ANITWCOMPANYTOT.LD. 37.0 PSIF A TBRII this d—Ing or aov.r pays 11-6,9 this d—Ing, 9,wllostss sec"m—I of pmfsasIwlsI ity BR, 'r this, -i,, fori, DUR.FAC. 1,25 FROM CHV= D—i,, .51. I S-2. L 4w, SPACING 24.0 6 1 _".' ". — '_'. ... -1., PINU TPtLCOAAt - — 1p--., g, V(TCA —1, -- y—, tCC — --- .,g 12/15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 14tl6t-/Keagan rolntei roof t,aoan -uavio weeKley nomes -- Keagan rointe L_ongwooa - DvaJ Value Set: 13B Effective 6/1/2013) Special loads Lumber Dur.Fac.=1.25 Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 56 plf at 0.00 to 56 plf at 5,00 Bot chord 2x4 SP #2 Dense TC- From 28 plf at 5.00 to 28 plf at 7.00 Webs 2x4 SP #3 TC- From 56 plf at 7.00 to 56 plf at 12.00 BC- From 20 plf at 0.00 to 20 plf at 5.04 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 5.04 to 10 plf at 6.96 BC- From 20 plf at 6.96 to 20 pIf at 12.00 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- 128.00 lb Conc. Load at 5.04, 6.96 anywhere in roof, RISK CAT It, EXP C, wind TC DL=4.2 psf, wind BC BC- 228.62 lb Conc. Load at 5.04, 6.96 DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE 21 W2X4 S 2.50 131 W2X4 S 2.50 2Xa 4X4= 4X4= 2X4[21 III 2X4[131 III 2-0-0 - 1 I_ 5-0-0 R=334 U=1009 W=8" 2-0-0 -1- 5-0-0 12-0-0 Over 2 Supports 10-0-0 L-2-0-0-1 R=334 U=1009 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARNINGI•* READ AND FOLLOW ALL WTES ON THIS DRAWIMGI INPORTAMT" FLAW ISH THIS uRAWlW 10 ALL COMTRACIORS IMCtIWIMG THE 1N 1A4.1LFRS. . isaediei.m or-f3cSlc (Bui lal ng Campan - safety gnior maciay. 1,, 1PIf<uW NICAJ f e sar 1, P ac a e f I I p emp y g p¢ BCSf (1 1 i pp a- tt r y g tl U a P pe' Y c tk g f g LBT B tl PPI t Apply ! 1 c a he J i)e.. rl I etl ft g. 16VA L 6 'd p cAIP. a ITW B Id q Lcrlrr G'oup 1 oc he e6.po a Y 6 vintr on rro g y r h y o..ro.wn<.e ei s.h aNs vlPl s. o. ror nbnerny, snipes . AN ITW COMPANY n< onlIA<. Aewlarl Chle erMihW of eev r papa If -I eill erwtnp, Ineile tas KeepCYKe of profeesl plsl erVlne 1 ranpansibf I1CY sale iy far CM 4Fsf pt NMrn. TM suitAD11 iCY A^a VN of -1..1-1.9 far My sCrucCure is 24W Lake Change Dr., Suite l>il rasp .bllIty of the Wuf lA lnp Oaai yr.er per AMSI/TPI I S-2, Orlando - FL 32837 10. Joa yen of ,. P< an _ .a Ion e. ae a waa FL COA#0178 ALPINE - alpincicr.c TPI'. •c vr. cP insc.or y; MTCA1CC 1 FL/-/ 8/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.5"/ Ft. REF R408-- 91385 DATE 12/ 15/16 DRW HCUSR408 16350200 HC-ENG KM/WHK SEQN- 574110 FROM CH JREF- 1VWN408_ ZO6 12/15/ 2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 14UJZ-/Keagan rotnte/ root taoan -uavto weeKley MGMeS -- Keagan rotnLe Longwood - nit ) Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -252# MAX. (See below) from a non -wind load case requires uplift connection. Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 SP #3 anywhere in roof, RISK CAT If. EXP C, wind TC DL=4.2 psf, wind BC DL=5.O psf. GCpi(+/-)=0.18 Lumber value set "11313" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Special loads Lumber Dur.Fac.=1.25 / Plate Dur,Fac.=1.25) Deflection meets L/240 live and L/180 total load. Creep increase TC- From 15 plf at 0.00 to 15 plf at 9.84 factor for dead load is 1.50. BC- From 40 plf at 0,00 to 40 plf at 9.84 TC- 38.00 lb Conc. Load at 0.00 Provide ( 2 ) 16d common nails(0.1162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.1162"0.5"), toe nailed at Bat chord. i 0-4-3 7— Nil 3X4—= 2-9-3 9-10-1 Over 3 Supportz, R=469/-252 U=914 W=11.314" R=35 U=16 —T+13-6-6 3-9 14 L+10-0-0 R=78 Rw=85 U=174 Design Crit: FBC2014Res/TPI-2007(STD) 4" ` I/ nQTY:4 FL/-/8/-/-/R/- Scale=.5"/Ft. PLT TYP. Wave FT/RT=O%(O%)/O(0) 1510" WARNINGI:: AM AM FOLUX AU NOTES 001 THIS MWHIGGI t 0, TIC LL 20.0 PSF REF R408-- 91386101PORTW.. 1 1 INIS IW M CO —ACTORS tWi MIME SSEINST-. S I TC DL 7.0 PSF DATE 12/15/16 7 . ...... BC DL 10.0 PSF DRW HCUSR408 16350002 83 81 4I6 PO A-1, w-z BC LL 0.0 PSF HC-ENG KD/WHKF9 AN ITW COMPANY TOT.LD. 37.0 PSF SEQN- 564587 A —t 16 d-kp co— 1W19P f 1_1 "I —I jbj I i`ty w1,jy FK - 1 TM —i-Oi f ity,-* Of i, d—i,,* form A- DUR.FAC. 1.25 FROM CH IityOf0- 0- ANSI Pl I S-2 ClHan, b FL 3283 WICA ............. FL, COA *0 218 ALP I SPACING 24.0" JREF- 1VWN408 Z06 12/ 15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 14532-/Reagan Pointe/ Pool Caban -David Weekley Homes -- Reagan Pointe Longwood - H-13) Value Set: 13B Effective 6/1/2013) Negative reaction(s) of -610# MAX. (See below) from a non -wind load case requires uplift connection. Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 SP #3 anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 15 plf at 0.00 to 15 plf at 7.01 BC- From 40 plf at 0.00 to 40 plf at 7.01 TC- 38.00 lb Conc. Load at 0.00 WIND LOAD CASE MODIFIED! PROVIDE (2) 16d COMMON (0.131"XY) NAILS, TOE NAILED AT T.C. PROVIDE (3) 16d COMMON (0.162"X3.5") NAILS, TOE NAILED AT B.C. i 0-4-3 7- 3X6[21 III Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W3X6 S 3.75 41 W3X4 S 1.75 2-9-3> 7-0-2 Over 3 Supports R=428/-610 Rw=798 U=1223 W=11.314" R=17 U=5 12-6-6 2-9 14 10-0-0 R=-361 Rw=321 U=409 Design Cr i t: FBC2014Res/TP I -2007 (STD).t">',, PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, e `'d TY:2 FL/-/8/-/-/R/- Scale=.5"/Ft. WARNINGI•r READ AW FOLLOr ALL ROTES OR THIS ORMIROI iy TC LL 20.0 PSF REF R4O8-- 91387o-$ WANT" FlAtP I '"IS fAtANIW 10 A L C IIWIMS IWtWING 1. (IISMUIIS. t er ' . -ab '. g ntll g up A 1 f ng ana b ac mg R _ , , I k g Co,np rnS y I f by IPI MTCAj'f y pr c A$$1 CY _ 'Iu08 TC DL 7.0 PSF DATE 12/15/16 p g t f 1 11 II p ewp Y 4 pe BCSI. Unf fq e BC DL 10.0 PSF DRW HCUSR408 16350201 83, BT B 0 p{1 Ic.. Ap{IY ° p M1nft16QAif TTMSTALP! HC-ENG KM/WHKd 5M1eJ0 tl g p BC LL 0.0 PSF Alp ° W e g gy p« p p I f c be ezpo or viax I— usa e,ontur m ce r.i to ANSI/iPl ,, p, f«, f,enU{i,h,pPing.p SEQN — 574107ANITWCOMPANY e a,.. TOT. LD . 37.0 PSF A sal on this C Inp or oowr Ifpr I I clap this C 1np. IntlI.— sapsVtsnos of yrofss.1-1 s V1ZrIrjTryforis 0 DUR. FAC, 1.25 FROM CHrsspbnsiblt, ty I ly for thr fNSlyn shorn wr Wtllty s..a we of this drsrlrp srry s<ruoturs rsP,n.Ietl Ity pr u» e+unalfp a lyn.r r ANSInP1 I S-2. rt sr< } L 24(ki Lake 0,.,,v Dr., Safre iXl SPACING 24.0" JREF- 1VWN408 Z06Odardo, FL 32837 o, 9-1.- 111.° .rb FL COA 2,8 ALPINE pi«elxr.c TPI .cpinsx .org; kTCA: ,. c,n y ce FCC ., .. ..prg l2/15/20!6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, 14OSL-/Keagan Pointe/ Fool caban -David weekley Homes -- Keagan Pointe Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. t-i / ) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 13-6-11 g R=107 U=74 jjj I i i 2X4 III 3-tp-3 i kn 10-0-0 2X4 (Al) = R=66 U=13 2-0-0--J 7-0-0 Over 3 Supports R=410 U=47 W=8" RL=115/-26 Design Crit: FBC2O14Res/TPI-20O7(STD) f PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 3 ' {d;,QTY:16 FL/-/8/-/-/R/- Scale=.5"/Ft. IMPORTANT"l(xzNlSN I"IIs BRflNIG 10 AltOW `cai ws cON lwlw"";,s" 1»srulms. c , m TC LL 20.0 PSF REF R4O8-- 9138$ Apply AN Irwcowlaawv 24CK7 La;e 0f2fl Dt. Sue 150 011wd0. F1.. '817 FL mA 41278 an rtew I t Bi'Si (B g Coepo 5 r y t r ',eae YPf' M YTCA) P :y - Pre x sd= f Vi}.. 4 q` v g i L 1 e f b e_ nd o p• P` g "' , SCAT Al ITo B g Cwq G up f y rt '. tl in ronY rm ,<a ei en ANSI/IPIVi,(ar or hanefi Trey. phi pp,ru}.a P psTt n"a. t,w or x r g 4. en, s A cool on tnts drooling or devor pals listing tnio droving, Inoiest s ...pone, of profsosionol stgitrMrfnp ( aces,;6 e'..pdn.ib I{tty pity for w d+•ign Mresn, In..P;tlbiller .nd dee of this drrsing for enr .trueew. f. s g A "y. y r.spdnsibtlity of eh. gultding Oostgnor pet AMSI/M I Soe.2. salt f ,an tab' yanere ag wow At -PINE TP1 org; IPTCA r,a a CC .,,_ org TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LD . 37.0 PSF DATE 12/15/16 DRW NCUSR408 76350016 HC-ENG KD/WHK SEQN- 564557 DUR . FAC . 1.25 FROM CH SPACING 24 .0 " J RE F - 1 VWN408_ZO6 12/15,,2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 14b6Z-/Kea9an Pointe/ Pool Gaban -Uavid Weekley homes -- Keagan Pointe Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense got chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 106 plf at -2.00 to 106 plf at 5.00 BC- From 4 plf at -2.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 5.00 Wind loads and reactions based on MWFRS with additional C&C member design. Provide ( 3 } 0.131"x3" gun nails, toe nailed at Top chord. Provide ( 3 } 0.162"x3.5" gun nails, toe nailed at Bat chord. LJS ) Negative reaction(s) of -350# MAX. (See below) from a non -wind toad case requires uplift connection. The maximum horizontal reaction is 210# 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. R=111 U=4$ T + 12-6-11 2-1 -3 F—+10-0-0 R=-350 Rw=147 U=422 1-2-0-0---2-0-0----J 5-0-0 Over 3 Supports R=1085 Rw=1125 U=373 W=8" RL=116/-55 Design Crit: FBC2014Res/TPI-2007(STD) H PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 2" TY:2 FL/-/8/-/-/R/- Scale=.5"/Ft. WARN I MGI•• READ AND FDCL011 ALL NOTES ON THIS Unit I Mfrl TC LL 2D. D PSFIWMYANT' RWYtt5f1 THIS DRAINNEW TD ALL CDkTRACTDRS INCLUDING THk: tMSTAf.LERS. 'd.:. REF R408-- 91389 V ab,- q an f 4 VP 9 .. g id br.x ng R 11 N. $ a N 5f ,N 9 G R saf Y 1 f mar IPI »ICA, fa f r , 13i3 r. TC OIL 7.0 PSF DATE 12/15/16 R e i:. I 1 i n empo r v Ra scsi un -., BC DL 10.0 PSF DRW HCUSR408 16350008 Q Applye « 6oA AI ira s cow.. cow I w T BC LL 0.0 PSF HC-ENG SCN/WHK y { i ea. osw>•, f 5 SEQN— 572639ANrrvvCOMAkT.n„ A" - . T „re.n=. . t ``r' TOT. LD. 37.0 PSF A — 1 en tblN 3 fNp er froVNf pNpo Ifstlnp _I* Q fnp, 1-1. es Aee+ApCAne f pref`sA{oeksY otp YnAtflp f ly for W WAign TM ftWff Y<Y tH OrwirvN for toYS g` h e, t"""" b L f{ DUR. FAC. 1.25 FROM CH rtiportAFbflktY fHow,. AM uN of . A" . ibflfty t.,. s..ffak..o D. i, ANSJ T t t S-2. '&m#.f AL ` YOLake <kzngeih.StIael><t of p tal SPACING 24.0" JREF- 1VWN408_ZO6 0dxI&,. FL 32S37 r .e -vnn Jnb.s sre,+e.al - vas ra weer <, AINRF TPI IYTCAa FL. CCTA Ki 279 a R,na.k._a,,: ,.,.,. s .ar4: rww _, , Y. . ICC ,« a.n g 12/ 15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, I453L-/Keagan t'ointe/ Fool Uaban -David weeKtey Homes -- Reagan Votnte Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SO #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Tap chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. SUB -FASCIA BEAM AND CONNECTIONS TO BE DESIGNED AND FURNISHED BY OTHERS. 6 F_ R=38 U=4 2X4(Al) 10-6-11 R=27 U=16 0I1 10-0-9 R=10 Rw=14 U=O 1-0-0 IQver 3 upports l:Jl ) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 tr'ARNINGf'• READ ARO FOLUx ALL ROTES OR THIS DRWIWI I1111AIII•• Etpp11 SN IRIS OI—IYG TO A.L. CORIa YORS th ODIpG Tip-. MIST A4.LER5. Tr .o d "O fK• 4 1 uew o d R oCe •rwi F t2G51 EB ^4 Compo 5 y 1 Spl pT CAY f Y' Pri oepd Y rrvg e . .. IrzscaF o pr ov d c.e-po. nay b. ,nq per BCS1. Uniecx n o ys E 63, OY O 0 appl i Appl p alIk RU g y s, cantor -Crum r th ANSI /1 pl Y. p, r and i g h pp i.q AN rT'W COMPANY A sqi •h this d ifq r eevr p•p• Ilstihp thi• d—l", ItW fe•tq • ptYYY• •f prof•s•I•hst •tyIn I'S' rgpa,rsf bilitY •ol•IY for CM —i9" TM •uitsbifFCy snd V•• of tl,iY drgfnp for _y structure is tF 24Plt Lake Orwg Dr.Smte i5f1 re sibfnty of w Sul di"oes p...r p.r ANSI/Tpt T S« Z O-&.F1, i2E37 rn, , .- '_ , gm.,e..,f pagm -.., e a ec «. n e. rna • ..-a gee FLCOA#J278 A-IeE ..-.ei,- _ : TPt -_-, PICAFG6 --. -t.o,9 12 FL/-/8/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 91390 DATE 12/15/16 DRW HCUSR408 16350015 HC- ENG KD/WHK SEQN- 564572 FROM CH JREF- 1VWN408_ZO6 12/ 15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, I, 14DJZ-/Keagan Pointe/ roof Laoan -Uavio weekiey Homes -- Keagan Pointe Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense jBot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 3.00 BC- From 20 plf at 0.00 to 20 plf at 3.00 TC- 19.00 lb Conc. Load at 0.00 Wind loads and reactions based on MWFRS with additional C&C member design. 2X 2X4 III 2X4[41 III Lis ) Negative reaction(s) of -264# MAX. (See below) from a non -wind load case requires uplift connection. 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 41 W2X4 S 2.75 Provide ( 2 } 16d common nails(0,162"0.5"), toe nailed at Top chord. Provide ( 3 } 16d common nails(0.162"0.5"), toe nailed at Bat chord. R=-264 Rw=81 U 12198 11-6-11 1-1-3 i i 10-0-0 R=-263 Rw=67 U=260 I 2-0-0--j R=763 U=218 W=8" RL=49 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) r FT/RT=O%(0%)/O(0) 15 F 9 TY:10 FL/-/8/-/-/R/- Scale=.5"/Ft. AN mvcoMwwv 24IXI Lake 0,u,_tl tk_ Swe»v ING{'• READ AND FOLLOW ALL NOTES OM THIS DROINBI '. IIPIXITANI WARNfW ISM MIS -IM ,0 Mt .T«>s ItlCIMM 1. IMSTBGLEN$. ° ;' er -Q ,aem fabri .".ry anJ4 g RP S eftrnJ arW br y. R - c ci4 B SI4(5 a ng .T a, Rrb ' Ida. Z08 1 o pe 9- o,v I p +W 4 M P,LS C Ury eA _ i e oR 6 - ag tl I 83. 6i B 9 1 APP Y R a' a fxr 51T 0 a A 1ptl IFp B {tl 9 Cawpa G- 1 %R n any devise n tr fy g y ru" vonrormUURnce w tfi ANSI /Yf'i t. ur r anAling. n.pR ir.g, a 6' yd' nx { d,a, t tl-. . dr t .°[ a t rr spl M YAI{s Qrwie or Dover pet flttle tfeft tlrwle, {M1tlfetttt toosptwfet tf proft ,-- trpfnttri U . e ,`a r-ssptntfbi lfq solslY for Ur tlsatpn thoe.n. The I ity Intl ' of tlriw tlrsriep for eery structure Ise y, t r"s pwsibi lfty of t.» Nu(IC irq Da {...r p.r ANSI/Tpf , Styx. " , r ` cL , TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 91391 DATE 12/15/16 DRW HCUSR408 16350014 HC-ENG KD/WHK SEQN- 564584 DUR. FAC. 1.25 FROM CH o,la"d,Ft. 3SSJ% FLCOA00t 8 foe r ro,e ervnrag_ eg vab R kE: ,...,. , .r ,{ ,.. a,g, » CA — —_,,,.,u..,,,.` ,. tr, ....., <.o.g SPACING 24.0" JREF- 1VWN408_Z06 12/t5/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. it4ast-/Keagan Fo{nte/ Fool Uaoan-Llavid weeKley Homes -- Keagan Fointe Longwood - UJSA) Value Set: 13B (Effective 6/1/2013) Negative reaction(s) of -865# MAX. (See below) from a non -wind load case requires uplift connection. Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 The maximum horizontal reaction is 290# Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Lumber value set "136" uses design values approved 1/30/2013 by ALSC anywhere in roof, RISK CAT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Deflection meets L/240 live and L/180 total load. Creep increase TC- From 66 plf at -2.00 to 66 plf at 3.00 factor for dead load is 1.50. BC- From 40 plf at 0.00 to 40 plf at 3,00 TC- 19.00 lb Conc. Load at 0.00 WIND LOAD CASE MODIFIED! Wind loads and reactions based on MWFRS with additional C&C member PROVIDE (3) 16d COMMON (0.131"XY) NAILS, TOE NAILED AT T.C. design. PROVIDE (3) 16d COMMON (0.162"X3.5") NAILS, TOE NAILED AT B.C. 2X4 ill 2X4 III 3X4 6 2x4 (Al } 2X4 Iq 2X4 III 3X4= R=-334 Rw=132 U=318 11-6-11 1-1)-3 10-0-0 R=-865 Rw=345 U=819 2-0-0 2-0-0 —2-0-0--1 Ij-0-0 Over 3 Supports J R=1806 U=687 W=8" RL=82/-48 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 151 d4TY:2 FL/-/8/-/-/R/- Scale=.5"/Ft. 1>i' M I N61 • • AM AND FOLLOW ALL NOTES ON THIS ORW IN6i IIIFONTANr•• naw{sT MIS ONANIW To Mt coNTf TORS INCLUDW IM fNSTACIF t F f TC LL 20.0 PSF REF R408 - - 91392 ALLPF1 AN ITW COMAkW 3400 Lake 0=gC UT.SUaI{ J 6damkc zL 3 3"7 FLCoawrs Feu Q rty. r.g PP ) t f^9 o ec r+q R oterw t C t ecsf tsi.i e C s • r f m i Tvl w NTCA}'f , Y (s. C. w 1{ ... Y t { yid g. { yrve. y { SS t rce 63 8T 8 0 abk kW Y 'a { vex a i P ``} •• T g " w A 8 `^W^ - W raF Y dt, Zr F2e d'", g y f : 1 ru's eury crmu ce v eh ANSI/(PI Y as r Han irsg fi tpp deg, r, .,.„ 9 or T.u w, ..; ,. 1 as> . , " A —1 CM1Ii w Itq Or ewer p1q+ Ifit{bp CM11f Yr-1, TM _11tCY IMfof1GCpC1n6f of profNf{anfl 1M1ylnwrifq mt rllponf tbilft3/ f IY tar kN Msipry figltf, f 1n0 f Ch}f Crlr Q for 1r1 1Cr CWrf if % ion rinbonitbif y of Ctrf B iW.t 0ff1q p1r ANSI/TPI I AL van y i«+ . •r M Pry , •w• .w -s vri A'. AiNW, ww efj... -T... TPl —p-1 -9, VTCA . --a--y - [CC ....., .T., ,y TC DL BC DL BC LL TOT. LD. 7. 0 PSF 10. 0 PSF 0. 0 PSF 37. 0 PSF DATE 12/15/16 DRW HCUSR408 76350202 HC- ENG KM/WHK SEQN- 574102 DUR. FAC. 1.25 FROM CH SPACING 24.0" JREF- 1VWN408 ZO6 12/ 15/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR I4t)6L-/Keagan rolnte/ root Uaban -uavld Weekley Homes -- Keagan Pointe Longwood - GJ5 ) Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4,50 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=4.2 psf, Top chord 2x4 SP 2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP 2 Dense Webs 2x4 SP 3 Wind loads and reactions based on INWFRS with additional C&C member design. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord, Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X, 2-0-0- L- 5-0-0 Over 3 Support5 R=375 U=45 W=8" RL=82 R=46 U=43 12-6-11 2-1 -3 10-0-0 R=12 Rw=29 U=27 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 S« 32 '', QTY:7 FL/-/8/-/-/R/- Scale=.5"/Ft. r,,T'is ,READ owiw °oINw`rnuc°"os"iwcu°RAw;'w4 isnuGs. 3 ` t'' TC LL 20.0 PSF REF R408-- 91393 t1o. 08, 1 TC DL 7.0 PSF DATE 12/15/16 freNF9_ BC DL 10.0 PSF P Y sg Y yid e L Pr DRW HCUSR408 16350013 ci 83 g> B 0 PPI Aq( Y P ra v, 3i, 1, 0QAe1lle: it n9. S4LA L P M PST i3. P, s ,Tp g y , y ,, g ; BC LL 0.0 PSF FiC-ENG KD/WHK w, y, Y i r µvs con Pormnncn rr cn Ag51 iPl t, or far nm+ntirvJ M1i Pp irg ANrfWCOMPANY a d v mot. W TOT.LD. 37.0 PSF SEQN- 564562 I -1. d :.g .r eewr p.p. I1.0 lnp <hl. dl—IM. Indl <•. •x•0<•^P• of prof 1-1 .n 11 1 'a•" n y t p« ibl I I<y .•I Y B.<,dI. d..l•s, ... T• .ultMl I I<, «d ,• If <I I. dr—1 f•r ,,. •<r d<,r• DUR . FAC . 1 .25 FROM CFI24(X) Lake Omgv Dr.. Swe IiO r .Inul<y of cry uDiy p r MI51/rvt a S—..2. fy #{L.. ` ,c'«`" Chlanda. FL 2537 e, L f(A AR :7& ALaNe nPnI H< iR SPACING 24.0" JREF- 1VWN408_ZO6 12/ 1 S/ZU 16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS oDIMENSIONS) SUBMITTED BY TRUSS MFR Value Set: 13B (Effective 6/1/2013) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP C, wind TC DL=4,2 psf, wind BC Webs 2x4 SP 3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide 2 16d common nails(0.162"x3.5"), toe nailed at Top chord, Provide 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. n~ na u~*2 w~o' Design Crit: FBC2014Ros/TP|-2007(5TD) FT/ RT=Om M H SPACING 24.0" Scale ~. 5^/Ft REF R408— 91394 DATE 12/15/16 DRW HCUSR408 16350006 HC- ENC KD/wNK 5EQN- 564660 FROM CH JREF- 1VWN*08_I06 2"/ 5/z m Scale ~. 5^/Ft REF R408— 91394 DATE 12/15/16 DRW HCUSR408 16350006 HC- ENC KD/wNK 5EQN- 564660 FROM CH JREF- 1VWN*08_I06 2"/ 5/z m Lj Q) C7) F- cf) 0 L-Li C/') cf) D fy im CT Q) n Oic- C) ry 0 0 j ry LLJ Q) 7) u3 C/71 LiJ o cn cn Q) THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. REL: 12-12-16) SHINGLE LOADING 140 m.p.h. WIND 12 EXPOSURE C 6 4- 2'- 0' TYPICAL TRUSS ENDSEND ALL BEAUS BY OTHERS UNLESS NOTED (-';N LAYOUT. s RA-L R0017- TFUSS '-4ANGE-Ps ARE SiMPSON HjS26 OR -CJS26-2 AND A422ALLFLOORANGERS- AR' HA422 UNLE— NOTELD OTHE-R',Vl -IIBEARINGHEIGHTS1HANGER TRUSS 10'-0' HEIGHT NOTE OF THE BUILDING DESIGNER OR V4 APPROPRIATE CONNECTION FOR TRUSSES RE PER REACTIONS SHOWN ON TRUSS NSOERATIONS FOR MECHANICAL EMPM04T THEIR CONNECTIONS) IN TRUSS SPACE Y BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMTED TO THOSE DESCRIBED IN WTCA DESIGNX1-1995 CITIES'. ACCORDINGLY, IT DISCLAIMSRESPONSIBIU ANY RESPONSIBILITIES AND/OR UABtUrY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING. ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSOUTY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. OR TRUSS MANUFACTURER PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWRED TO PREVENT TOPPLING AND DOMINORIG DURING ERECTION, AND PERMANENT BRACING WHICH MAY BE REOUIRED IN SPECIFIC GUIDEAPPLICATIONS. SEE TO GOOD PRACTICE FOR HANDLING, STALIJNG, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRQS S RFCOMMENDA7tONS* KCS 2006) S OR iURTHFR INFORMATION. AINTRUSSESSHALLBESTALLEDIN STRAJGHT AND PLUMS POSITION WHERE NO SHEATHINGIS APPLIED DIRECTLY TO TOP CHORDS, BOTTOM 04ORTHEY SMALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN, VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSE S TRUSSES AW— U---SPAN--TR—USS CO. 407- 321-1440 386-872-5098 352-557-4901 LONGWOOD ORMOND BEACH i MASCOTTE David Weekley Homes iQB NAME Pool Cabana LOT/ qlx/sumv Reagan Pointe 2- 12-161RH 114532 0 City of Sanford Building and Fire Prevention Product Approval S Permit # # 1 7 - 5 1 6 Project Location Address 289 cation Form 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 wwwjloridabuilding.ora. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include qqe"9_ 1. Exterior Doors Swinging Republic Doors and Frames DL Series Door& IVIL Series FL# 15869.3 Frame Sliding Sectional Roll Vp_ Automatic Other 2. Windows Single Hung Horizontal Slider Casement Double Hun Fixed Silver Line by Anderson— Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Silver Line by Anderson— 2724 Structural Beam Mullion— FL# 6067.4 Wind Breaker June 2014 0% Dual Action Other Category / Subcategory Manufacturer Product Florida Approval # Description includin decimal 3. Panel Walls Siding Soffits James Hardie Building HardieSoffit Panels, Cemsoffit FL# 132651 R-2 Products, Inc. Panels; fiber -cement soffit panels Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roo"n Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, FL# 10124-RI5 laminated, 5-tab and hip/ridge asphalt shingles Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural MetalEq9fin Wood Shakes and Shin les Roofiqgjifes.. Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coatin... Liquid Applied Roofing System Roof Tile adhesive Spray Applied Pal urethane June 2014 1% Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI-2B Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other Sk I ihts Other 7. Structural Components Wood Connectors Simpson Strongtie Meta 16 FL# 11473.9 Anchors Simpson Strongtie HIO FL# 10456.3 Simpson Strongtie H 10-2 FL# 10456.3 Simpson Strongtie H2.5A --FL# 10456.3 Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers___ Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelqpa Products. Applicant's Signature V Applicant's Name 17M (a Please Print) June 2014 2/2312017 Florida Building Code Online IINN 6CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 13CIS Site Map Links Search Product Approvaldbpr (44, USER: Public User L> > Application Detail FL # FL15869-R2 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 not valid until get revised!POC comment; FL15869.3 to be revised to add the specification that the louvered door is not rated for air infiltration requirements, as well as an updated Intertek listing with reference to ASTM E283 removed, Republic Doors and Frames 155 Republic Dr. McKenzie, TN 38201 731) 352-1976 stevenh@Republicdoor,com Hugueley Steven stevenh@Republicdoor.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Intertek Testing Services NA, Inc. Intertek Testing Services NA, Inc, 5tandard TAS 201 TAS 202 TAS 203 Method I Option A Year 1994 1994 1994 Date Submitted 10/26/2016 https://floridabuilding.org/pr/pr__app__!Jtl.aspx?param=wGEVXQwtDqueql%2bT71%2fF14YYC7Z9TPrbiAzkmxyp4sgh%2fT3iWFylDA%3d%3d 1/2 2/23/2017 Florida Building Code Online Date Validated 11/08/2016 Date Pending FBC Approval Date Approved 11/09/2016 Summary of Products FL # Model, Number or Name Description 15869,1 Republic DL Series Door DL416 Outswing Glazed Steel Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLi R? C GA AuLhL i )Ulori () Mali DL11 117ed Approved for use outside HVHZ: Yes Qp-el—ni rig-, 2_qt Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: + 75/-75 12/31/2018 Other: Please refer to installation instructions, RDF006, and Installation Instructions evaluation report, PER 4493, for further limitations of use. Ft IS869 R2_11 RDF006 SS 2016-10-12-Zi-f Verified By: Hermes F. Norero Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports E—LI 5 U-1) _R _2A E P E R4 4 ±3 S 20 1 6zLGI - _201 p d I Created by Independent Third Party: Yes 15869.2 Republic DL Series Door and ME DL416 Outswing Flush Steel Door Series Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL169 P CAL bl,_ ATtl [[_416 Fluq) df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +70/-70 Installation Instructions Other: Please refer to installation instructions, RDF010, and FL15869_R2_flT aO WW SS 2'21.2-07-31 (f evaluation report, PER 3676, for further limitations of use. Verified By: Hermes F. Norero, P,E, Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 15869.3 Republic DL Series Door and ME DL416 Outswing Louvered Steel Door Series Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes &111 9 2 AS Rgnublig AT 1 QL416 L uvi I p if Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2018 Design Pressure: +60/-60 Installation Instructions Other: Please refer to installation instructions, RDF011, and evaluation report, PER 3677, for further limitations of use. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL15869 R2 AE PER3677 55 2015-07-31. dl Created by Independent Third Party: Yes Contact Us ;: 2601 Qlair Stone Road. T211ahasseg FLU abq_ne ,. 5 j 7 - 14 The State of Florida is an AA/EEO employer. Copyright 2007-2.013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455. 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, ES., please click here . Product Approval Accepts: U 0 El C3 Credit Card Safe https: llfloridabuilding.orglprlpr-appjtl,aspx?param=wGEVXQwtDqueql%2bT71%2fFl4YYC7Z9TPrbiAzkmxyp4sgh%2fT3iWFylDA%3d%3d 212 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR (S REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION, 3. INSTALL INOtvlDUAL WSTALLATKTN ANCHORS WtTHIN A TOLERANCE OF tt/T6INCH OF THE DEPICTEO LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT 4, FOR INSTALLATION INFORMATION AND ANCHOR LAYOUTS ON JAMBS AND SILL, REFER TO SHEET 5, 5, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR POINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI- C. GROUT -FILLED CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 & GROUT CONFORMS TO ASTM C 476, GROUT SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2000 PS1. w1wM2 I / • DL416 LOUVERED STEEL DOOR GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, INCLUDING HVHZ AND HAS BEEN TESTED IN ACCORDANCE WITH THE FOLLOWING STANDARDS. r TAS 201-94 TAS 202-94 TAS 203-94 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X OR 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY Of THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION, i STEEL DOOR CONSTRUCTION: THE OVERALL PANEL THICKNESS IS 1 3/4 INCH THICK. THE DOOR HINGE AND LOCK CHANNELS ARE 1.677" X 0.62" X 94,975" INCH WIDE AND ARE CONSTRUCTED FROM 16 GAUGE (0.053-J COLD -ROLLED STEEL. THE MtKErozZf. rns?szat Mt (BfXi} TY9-.fib6) fiY: (lit) 352-25'6 M DOOR TOP AND BOTTOM ENO CHANNELS ARE 1.677" X 0.62" X 47.563" AND ARE CONSTRUCTED FROM 16 GAUGE (0-053") COW -ROLLED STEEL- THE DOOR SKINS / FACE SHEETS ARE CONSTRUCTED OF 16 GAUGE 0.053") COLD -ROLLED STEEL AND ATTACHED TO THE END, HINGE AND LOCK CHANNELS. THE DOOR CORE IS 6 v} N CONSTRUCTED OF TYPE 99-0-314 KRAFT PAPER HONEYCOMB CORE AND ATTACHED TO THE FACES WITH GLUE, V5 W VS d "'- THE DOOR HINGE REINFORCEMENTS ARE I.375" X IIS' AND ARE CONSTRUCTED FROM 9 GAUGE (CA-42") n w C7 0 s ti feu COLD -ROLLED STEEL. THE MORTISE DOOR LOCK REINFORCEMENTS ARE 1,677" X 5.313" X 14" AND ARE UJ .= Z a wCONSTRUCTEDFROM14GAUGE (0.072") COLD ROLLED STEEL. THE CONTINUOUS DOOR HARDWARE W J t REINFORCEMENTS ARE 1677" X 6" X 85" AND ARE CONSTRUCTED FROM I4 GAUGE (0.072") COLD -ROLLED 1- STEEL. THE DOOR EXIT DEVICE REINFORCEMENTS ARE 1.677" X 5.313" X 14" AND ARE CONSTRUCTED FROM 14 GAUGE (0.072"1 COLD -ROLLED STEEL. THE DOOR CLOSER REINFORCEMENTS ARE 1.677" X 6" X IS- AND ARE u Late CONSTRUCTED FROM 14 GAUGE (0072") COLD -ROLLED STEEL. THE DOOR INACTIVE LEAF ASTRAGAL IS 110' X d95.125" AND IS CONSTRUCTED FROM 14 GAUGE (0.072") COLD -ROLLED STEEL. THE DOOR DEAD LOCK 00 REINFORCEMENTS ARE 3" X 3" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL- THE DOOR NLu W CYLINDRICAL LOCK REINFORCEMENTS ARE 3" X 2.5" AND ARE CONSTRUCTED FROM 16 GAUGE (0.053") FORMED STEEL. THE DOOR SURFACE BOLTS ARE ROCKWOOD 595 SURFACE BOLTS LOCATED AT THE TOP AND BOTTOM MEETING EDGE CORNER Of THE INACTIVE LEAF. Q6 FRAME CONSTRCUTION: 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC THE DOOR FRAMES ARE CONSTRUCTED FROM 16 GAUGE (G 053") COLD -ROLLED STEEL. THE CORNERS ARE IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE MITERED KNOCK DOWN MECHANICALLY FASTENED. THE DOOR FRAME CORNER REINFORCEMENTS ARE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED KNOCK DOWN. THE DOOR FRAME HINGES ARE FEB 4.5" X 4.5" X 0.134" FULL MORTISE BUTT -TYPE STANDARD ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC WEIGHT HINGES. THE DOOR FRAME W NGE REINFORCEMENTS ARE 7,50" X 1.62S" AND ARE CONSTRUCTED OF DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ 9 GAUGE (0.132") COLD/HOT-ROLLED STEEL, THE DOOR FRAME HEADER SLEEVE REINFORCEMENTS ARE AREA. IN HVHZ AREA, ONE TIME PRODUCT APPROVAL TO BE 5,6875" X 96" AND ARE CONSTRUCTED Of 14 GAUGE (0.072") FORMED STEEL, THE DOOR FRAME BASE OBTAINED FROM M1AM1-DADE PER OR AUTHORITY HAVING ANCHORS ARE 1,975" X 1.875" AND ARE CONSTRUCTED OF 16 GAUGE (0 053") FORMED STEEL. JURISDICTION (AHJ1. 5, APPROVED IMPACT PROTECTIVE SYSTEM tS NOT REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, STEEL COMPONENTS SHALL BE COATED OR PROVIDED WITH CORROSION RESISTANCE PROTECTION IN CONFORMANCE WITH THE MATERIAL PROTECTION PROVISIONS OF THE FBC, 7_ DOOR & FRAME MATERIAL: STEEL 16 GAUGE (0.053") MIN. FY MIN. =45.7 K51 8. DESIGNATION 'X" STANDS FOR THE FOLLOWING: X: OPERABLE PANEL DESIGN PRESSURE RATING FOR LOUVERED DOOR ASSEMBLY DESIGN PRESSURE ALL SIZES MISSILE IMPACT RATING WITHOUT SMALL & LARGE 60/-60 PjF WATER MISSILE INFILTRATION IMPACT RATED UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THE OVERHANG RATIO (OH) - OH LENGTH/OH HEIGHT GREATER THAN 10 WHERE WATER QJFILTRATION IS REQUIRED. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L A INSTALLATION 6 GENERAL NOTES 2 SURFACE VERTICAL ROD ELEVATIONS 6 DETAILS 3 CYLINDRICAL W/ DEADLOCK ELEVATIONS 6 DETAILS 4 MORTISE LOCK ELEVATIONS Q DETAILS 5 ANCHORLAYOVT 6 VERTICAL SECTIONS 7 HORIZONTAL SECTIONS 8 CORNER ASSEMBLY 6 COMPONENTS 9 BILL OF MATERIALS 6 COMPONENTS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.07+31 13:53:43-04'00' V) Z VJ LL! LL C) m C6 Z J 10 N ss Z v v rG #: R FD011 EET: j OF 9 100.00" MAX. UNIT WIDTH 96,00" MAX. PANEL WIDTH 4$.W MAX. 48.00" MAX. TYPICAL r-2N5E tocATl375 2,06" PANEL WIDTH PANEL WIDTH - 2" g(')ia Max, 1 S PANEL 56.00" (! 7c ACTIVE ELEVATION DOUBLE SURFACE VERTICAL ROD OUTSWING DOOR - INTERIOR VIEW) DETArt8 INTERIOR. DETAIL A (ROUT FILLED mom\ EXTERIOR INTERIOR` l O t t \ tt l EXTERIOR DETAIL A INTERZOR` TYPICAL HINGE tOCATI 9600" 30,50" MAX. PANEL 56.00° 9f M U HE'. 12 HINGE SCREWS 72 t8 u u t9 e/ EXTERIOR DETAIL B 52,00" MAX UNIT WIDTH 4$.00" MAX. _ 2.00" --- 7 PANEL WIDTH ACTIVE ELEVATION SINGLE SURFACE VERTICAL ROD OUTSWING DOOR - INTERIOR VIEW) 64ZOUT FILLED — INTERIOR 4 DETAILC EXTERIOR mtTEar«x` s 8D t< t kip-*t 19 10 9 b r LOCK STILE i EXTERIOR nFTeti r at i in vuacu etve usiENZZE xlv 3826t AtK. (R60) I" SW F. (131 Y 352-2556 0 m LuLu O = LL7V W yz d v a m< Z c) o az< t > toa a QZ m W Q Q I v T j o m v5 m Z ju t n i =_ Z n U DW6 #: ROF011 SHEET: 2 OF 9 100.00' MAX. UNIT WIDTH 96.00" MAX- PANEL WIDTH ' TYPICAL HINGE LOCATIONS 4800" MAX. 48.00" MAX. 2" PANEL WIDTH_ PANEL WIDTH 2 00" 96.60" 30 MAX. PANEL 56.00" 9E M UI HE: ACTIVE I ra : r INACTIVE ELEVATION DOUBLE CYLINDRICAL WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) DETAIL D TNTERIOR DEFACE F t Il._ tot MifWl f EXTERIOR irtTer tou`' Bft 8 t6 tG 6 EXTERIOR DETAIL F 52 00" MAX I UNIT WIDTH -. NPZCAL HZN6E LOcaTCONs 2 " —-1 I-•"— PANELDTH_ 2 00- 96.bW 30.50" MAX, h PANEL (; 5600" 9E M UI HE'. LNTERIOR` 12 HINGE SCREWS i E4 ttt t / t E2 is 6 FO 19 j nFTAli n ACTIVE ELEVATION SINGLE CYLINDRICAL WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) F INTERIOR —` DETAILS t fYFYFi !"II. t EXTERIOR t LOCK STILE EXTERIOR DETAIL E 155 kQA is C.:* MCKEIJZlE. TN 38Pw 199-3 l Fx (131)352-25fiG a a6 O N Ci SLd mU O 3 N < m Z < m O6< o az & zw LYC Hat F 10 mwo wHc tt- O a # 133'1,i cb,....., U) p Z V) co QtN- o vz0v DWG #: ROF011 SHEET: 3 OF 9 100.00' MAX, UNIT WIDTH 96.00"MAX, PANEL WIDTH TYPICAL HINGE LOCATIONS 2 00- 48,OCr MAX. 4. 00- MAX 2 00' PANEL WIDTH PANEL WIDTH TI 96.60- 30, i W MAX. PAWL 1 56,00' 1 9e M Ul HE: ACTIVE ELEVATION DOUBLE MORTISE LOCK WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) 0ETk fL G rNTERIO—R DETAIL H — GQ0-JTFrLLED EXTERIOR R§1 vo V9 EXTERIOR DETAIL H I `TYPICAL HINGE LOCATIONS1 96 o(r 30 50" MAX, PANEL 5600- 1 9E M Ul HE: 412 HINGE SCREWS 14 r is 10 t9 frEXTERIOR DETAIL G 52,00"MAk UNIT WIDTH , 0048" MAX, 2DO" PANEL WIDTH 2 oo" G F— I ACTIVE ELEVATION SINGLE MORTISE LOCK WITH DEADLOCK OUTSWING DOOR - INTERIOR VIEW) GROUT FILLED DETAIL I INTERIOR EXTERIOR I EXTERIOR r%C'rAll I C) 0 ;t a 'Z 0 QI Lu 10 10 I u LU 1.6 Lli z O 00 Z 'K Z Lu '< -Zujxn wo LUOf Lu 4z 4 M15 LL: co zzV) J Z110 DWG #: RI)F011 SHEET: 40F9, I00.00" MAX. 400" MAX. FROM UNIT WIDTH CORNER TYP t t 1 a 98.00" 22.50" MAX. MAX. O UNIT C. FIVE () DT SLEEVE HEIGHT i I ANCHORSPRJAMS DOUBLE DOOR ANCHOR SPACING FOR MASONRY SUBSTRATE SINGLE DOOR SIMILAR ado" f 8. 36" FROM y DETAIL W J CORNER TYP I00. 00" MAX. 4, 00" MAX. FROM j UNIT WIDTH j CORNER TYP t f8. 00'• MAX 96. 40 O.C. MAX. UNIT 1 SIX ( 6) 3/8" LA6 BOLT HEIGHT ANCHORS PER JAMB DOUBLE DOOR ANCHOR SPACING III FOR WOOD SUBSTRATE SIN Gi.E DOOR SIMILAR) 4, 00" ADDITIONAL BOLT IN LIEU OF BASE PLATE FOR EXISTING CONSTRUCTION ONLY tt SEENOTEBELOWDETAIL "W") r Oo" FROM DETAIL W -------- CORNER TYP 12" MAX. 6 00" MAX. ice, O,C. TYP. FROM CORNER TYP JELL `- 1/4" ITW rAPCON INSTALLATION ANCHOR W/ 11/4" MIN. EMBEDMENT EXTERIOR t! 4' LTW TAPLON INSTALLATION ANCHCR W/ 11/4" MIN. EMBEDMENT 27W PSI MIN. CONCRETE 2. 5` MIN. EDGE DISTANCE VINYL BULB 50508- 20 THRESHOLD NATIONAL GUARD PRODUCT 803V THRESHOLD r 1, 25" MZN. EMBEDMENT THRESHOLD DETAIL (SELL) TWO ( 2) 3/16" ITW TAPCONS— 2. 25" MIN. O.C.) NOTE: JAMB CORNER BASE PLATE 15 ONLY USED FOR NEW CONSTRUCTION AND 15 NOT POSSIBLE FOR EXISTING CONSTRUCTION. IN LIEU OF BASE PLATE ANCHORS, ADD ONE (1) ADDITIONAL 3/8" DYNABOLT SLEEVE ANCHOR INTO MASONRY OR 3/8' LA6 BOLT INTO WOOD SUBSTRATE ON JAMBS FOR EXISTING CONSTRUCTION. WELDED - ON BASE ANCHOR ADDITIONAL BOLT IN LIEU OF BASE PLATE FOR EXISTING CONSTRUCTION ONLY SEE NOTE BELOW DETAIL "W"j 12" MAX. 6, 00" MAX. O. C, TYP. FROM CORNER TYP iSILL 1/4" ITW TAPCON INSTALLATION ANCHOR W/ 11/4" MIN. EMBEDMENT DETAIL W 11-11 JAMB CORNER BASE PLATE PREPARED OPENING CHANNEL ANCHOR MINIMUM CONCRETE STRENGTH AT SILL AND JAMB: 2700 PSI. FOR USE WITH 3/8" X 5" DYNA SLEEVE BY REDHEAD/ITW MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) 6 STEEL REINFORCING BAR AS REQUIRED BY CODE TWIST. IN PREPARED PIPE ANCHORS TACK WELbED INTO PLACE FOR USE WITH 3/8" X 5" DYNA SLEEVE BY REDHEAD/ITW MIN. 2000 PSI GROUT FILLED (SEE INSTALLATION NOTE 9, SHEET 1) d STEEL REINFORCING BAR AS REQUIRED BY CODE df% Et`IZZE. TH 38201 Ct. ( 8il6J t M-366! f%. (TS:7 dfi2-2Y,.E, No U} Nm^ n W } p Q_ a v T m O aC Z m c ozH atoJ < Z v a<. m (uI Ix O............ rr m Z V 3 Z RDF01AApF 1 EET: 5 OF 9 EXTERIOR sa DEVICE HEAD COVER & PUSH BAR VERTICAL POD INTERIOR 98,00 MAX, UNIT HEIGHT WITH 125" MIN, r-c."'ELlezINTO CONCRETE VERTICAL SECTION 6 SURFACE VERTICAL ROD T HT 1/ 4' ITW WITH 125' MIN. EMBEDMENT INTO CONCRETE rE--\ VERTICAL SECTION 6 J CYLINDRICAL LOCK WITH DEADLOCK T HT 1/ 4' IrW WITH 1.25' MIN EMBEDMENT INTO CONCRETE JF-- VERTICAL SECTION MORTISE LOCK WITH DEADLOCK i = 71 11 1 x4oWlatital, 1" CEGV84rC DUNE ENZtE m 3GO z VY Q o x a 40 Lu I Z) 0 z -c Z z L 4- 3 z ZT av3i ") Z bVV& ROF011 5HEET: 6 OF 9 1 3/8" X 5' LAG BOLT 075"MIN. EDGE DISTANCE j-" , 3.00" MIN. EMBEDMENT HORIZONTAL SECTION 3/8"X 6- LAG BOLT JAMB - 2X WOOD FRAME 3/8" X 5" 0.75" MIN, LAG BOLT EDGE K Al —/-\ 4- DISTANCE 3.00" MIN. EMBEDMENT HORIZONTAL SECTION 3/9. X 6" LAG BOLT LAMB - ZX WOOD FRAME 3/8" X 5" 0,75'MIN, 441L A BOLT:EDGE K /K /-\ 4 DISTANCE 3.00" MIN. EMBEDMENT HORIZONTAL SECTION 3/8" X 6" LAG BOLT JAMB •- ZX WOOD FRAME INTERIOR HORIZONTAL SECTION MORTISE LOCK WITH DEADLOCK INTERIOR HORIZONTAL SECTION CYLINDRICAL LOCK WITH DEADLOCK INTERIOR 1 14 T16 SE 617) ACTIVE EXTERIOR INACTIVE HORIZONTAL SECTION HOF SURFACE VERTICAL ROD W/ PANIC 3/8" X 5' ITW/REO HEAD T2,25" MIN. -;NSLEEVEXPA EDGE DISTANCE CONCRETE/ GROUT FILLED framesMASONRYdoors SEE INSTALLATION NOTE 9,SHEET 1) 1 2,00" MIN. EMBEDMENT HORIZONTAL SECTION EXPANSION BOLT WITH PIPE AND STRAP JAMB - CONCRETE/MASONRY 2,25" MIN. 3/8" X 5" ITW/RED HEAD EDGE FSLEEVE EXPANSION BOLL DISTANCE CONCRETE/ G OtJT FILLED T MASONRY SEE INSTALLATI, ON NOTE 9,SHEET 1) T 7, 1-1 2,00' MIN. EMBEDMENT HORIZONTAL SECTION EXPANSION BOLT WITH PIPE AND STRAP JAMB - CONCRETE/MASONRY 2,25'MIN, 3/8' X 5" ITW/QED HEAD EDGE SLEEVE EXPANSION BOLT DISTANCE —CONCRETE/ GROUT FILLED MASONRY SEE INSTALLATION NOTE 9,SHEET 1) TT F 14 C (12) 1 —1 2.00" MIN. EMBEDMENT HORIZONTAL SECTION EXPANSION BOLT WITH PIPE AND STRAP JAMB - CONCRETE/MASONRY 55 elvklcD zl* W. ZIE M aewl ri 16 7 iX t73:) nz 4 z- 0 Lu A a - uj D zca0 z O tA 10 Z c uj o 0 x " 42 'K c mu a Wl o Lu TFT 0 3i? y P co zX 'Q z DWG ROF SHEET: 7 O!F:9j 16 6A6E 5 3/4" DEPTH FRAME WITH MITERED CORNER CONSTRUCTION WITN FOUR INTEGRAL TABS 3— I4.31" r-- 6 20" t8.52" t--- j WHICH INTERLOCK THE IAMBS TO THE HEAD DETAIL Y 22 j 3" j t ji i1 T T Tj --}i j _ ... f4.f3" t0 19, 6.08" I I SECTION A -A 14 GAU6E STEEL REINFORCING DOOR {-}__...-..;._ FRAME PLATE AT LOCK STRIKE LOCATION EDGE DETAIL x LOCK REINFORCEMENT HOLE PATTERN (ANCHORING) DETAIL 1 LOUVER DETAIL & ANCHOR LAYOUT AIR LOUVERS MODEL I500A 4) DIMPLE - 0.046s0.003 BURR SIDE FOR 0.250 AND 0.375 DIA. HOLES f 96A 0.033 HEIGHT } OF PROJECTION f 22 002 -- SPOTS 5/f6" (4) TYP TOP) MUST BE FLAT 5 5/8" --- -1 31132"-!----.------- 5 5/8" ._._._------•.. 4) DIMPLE 0.04610 003 676E Eb6E - 2,045 '-•-- i---1 f!4 i R 3/16 (4) TYP. f 4-- 51f6 Y"-""-t f.023 51f6 k .8f2 ---f ?--4 1/4 I" 15/8 t/4 J. K is .625PF f - 3/16 -' 343 f --+ 1336 i-- 0.250 MINIL2.673 ---i 1 f 3/8 -4 3/4 DETAIL Z fa--_ - _ HINGE REINFORCEMENT i'S kE9 LEMSC 39l a£XENZ. SN 38Nt lln 3W F%. ()33j 352-LS'6 ov tc h H Q V) Q * Z a o LU < aW m< Z N m oz C oaZLou JVtUJZKiQF d 0 I10 IQ=I0-v, ZIDWG # SHEET: 8 OF 9 JAMB FRAME HEADER FRAMEBILLOFMATERIALS ITEM NO, DESCRIPTION MATERIAL MANUFACTURER Z.588 REPUBLIC DOOR & FRAMES REPUBLIC DOOR & FRA 4FRAMES : 0.625 1 96" X 5.75" DOUBLE SWING JAMB PAIR OR SINGLE JAMB 0.053" STEEL 2 96" X 5.75" FACE DOUBLE OPENING HEADER 0.053' STEEL ZA 52" X 5.75" SINGLE DOOR HEADER 0.053" STEEL REPUBLIC DOOR & FRAMES 1 2.5 88 3 HINGE REINFORCING FRAME 0.132" STEEL REPUBLIC DOOR & FRAMES I --------- ---- -- REPUBLIC DOOR & FRAMES IL ; J--i i 0,625225Ulu225-1 REPUBLIC DOOR & FRAMES 5.75 REPUBLIC DOOR & FRAMES REPUBLIC DOOR & FRAMES REPUBLIC DOOR & FRAME CHANNELS ROCKWOOD 585 SURFACE BOLT REPUBLIC DOOR & FRAMES 2 AIR LOUVERS INC. -i 1,677 y r I DORMA 062 DORMA #14 MACHINE DORMA i SCREWS PRECISION REINFORCEMENT ROCKWOOD 9A MZa 4 HEADER SLEEVE REINFORCEMENT 14 GA. (,072-) X 5,6875- 0,072" STEEL X FULL LENGTH HEADER O z LU - Z LU 0 00 0 U, P! 0 1 z -< 03Z Z 5 BASE ANCHOR L875" X 1.875" 0.053" STEEL 6A TOP CHANNELS 16 GA. X L677- X 0.62" CHANNEL FULL 0. 053' STEEL LENGTH DOOR PANEL WIDTH 68 BOTTOM CHANNELS 16 6A, X 1.677- X 0.62- CHANNEL FULL 0.053" STEEL LENGTHOFDOORPANELWIDTH6C HINGE CHANNELS 16 GA. X 1.677" X 0.6Z" CHANNEL FULL 0,053" STEEL DOOR HEIGHT 6D LOCK CHANNELS 16 &A. X I .67-r X 0.62' CHANNEL FULL 0. 053' STEEL DOOR HEIGHT 7C AIR LOUVER 1500A W/ SECURITY GRILL STEEL 8A DORMA ML9953D MORTISE LOCK W/ DEA08OLT STEEL 88 DORMA CL753D STANDARD LATCH STEEL LU C DORMA 086600 DEADLOCK STEEL 80 HCF 9400 SURFACE VERTICAL ROD W/ PANIC DEVICE STEEL BE ROCKWOOD 585 SURFACE BOLTS STEEL 9A CONTINUOUS HARDWARE REINF. 14 GT (0.072-)1,677- X 0, 072" STEEL 6- X (DOOR HEIGHT - 11-) REPUBLIC DOOR FRAMES f 8,314 5. 679 1.464 REPUBLIC DOOR & FRAMES - 1, 626 1_1 REPUBLICDOORFRAMES1 1.156 REPUBLIC DOOR ES . FRAM575 6358 REPUBLIC DOOR & FRAMES 65 1 . 66 NATIONAL GUARD PRODUCTS f Lo z 0 LU z 9B EXIT DEVICE REINFORCEMENT 14 GA. (OD72") 1.677- X 0.072" STEEL 5. 313' X 14" 90 FRAME STRIKE REINFORCEMENT PLATE 14 &A 0. 072" STEEL ANsr/ ASA 4.875 9E CLOSER REINFORCEMENT 14 &A. (0.072') X 1.677' X 6" X t8" 0,072" STEEL 10 DOOR SKINS FY=45.7 KSI MIN, 0,53" STEEL it NATIONAL GUARD PRODUCTS 803V ALUMINUM 12 DOOR HINGE REINFORCEMENT 9 &A, (0.132') X 7.5- X 1,625- 0,132- STEEL REPUBLIC DOOR & FRAMES 5, 679 075 ANCHORS (SEE SHEET 5) 13 3/8" LAG BOLT, 3/8" DYNASOLT ITW/RED HEAD, VARIES 1/ 4' ITW (SILL ONLY) ITW / RED HEAD NAT. GUARD PRODUCTS 803V 119 @ 14NATIONALGUARDPROD, 5MS-20 VINYL BULB N- 0 4K NATIONAL GUARD PRODUCTS A-5 175 3,25 REPUBLIC DOOR & FRAMES REPUBLIC DOOR d. FRAME pas 21 REESE 353A ALUM. DRIP CAP 0, 75 REPUBLIC DOOR & FRAMES INACTIVE LEAF ASTRAGAL ROCKWOOD 106 1, 013 RESSE REPUBLIC DOOR & FRAME 1750 5 REPUBLIC DOOR & FRAMES 0,54, VINYL 14 GA.17 REPUBLIC DOOR & FRAMES REESE 353A ALUMINUM DRIP NOTE : ALL DIMENSIONS CAP WITH VINYL FLAP AT HEADER 15 ALL PURPOSE SILICONE CAULK SILICONE 16 INACTIVE LEAF ASTRAGAL 14 GA. (0,07 X 17- X FULL 1000A HEIGHT 0. 072" STEEL 17 16 GA. CUT OUT REINFORCEMENT 0.053' STEEL 18 PB9 - STANDARD WT, 4 1/2"X 4 112* X .134" THICK HINGES 19 HONEYCOMB CORE TYPE 99-0-3/4 (POLY OPT.) KRAFT PAPER zo SURFACE BOLT ANGLE REINFORCEMENT 7 GAUGE X 0,1751 0. 175" STEEL X 1.5" x 15" 21 REESE 3 3A ALUMINUM DRIP CAP ALLOY 6063 -T5 z z 22 MORTISE LOCK REINFORCEMENT 14 GAUGE X 1,677- X 0,072'STEEL 15. 313- X 14- 23 DEAD LOCK REINFORCEMENT 16 GAUGE X 3' X 3' 0.053- STEEL 24 CYLINDRICAL LOCK !T 16 GAUGE X 3- X 2,5- 0,053- STEEL DW& #: ROF011- SHEET: 9 OF 9, SHOWNAREININCHES. L z FULL DOOR HEIGHT 2123/2017 Florida Building Code Online 6CIS Home Log In User Registration Hot Topics Submit Surcharge Scats & Facts Product Approval USER: Public User Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ilona'! i I'Mmum", 7111-am" Publications FBC Staff 6CIS Site map Links Search Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 lonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed 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 Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan 3, King, P,E, Validation Checklist - Hardcopy Received Certificate of Independence FL14918 RI COI CERTIFICATE of INDEPENDENCE, Referenced Standard and Year (of Standard) 5tandArd Year AAMA/WDMA/CSAI0I/I.S,2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005https://floridabuilding.org/pr/pr—appjtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2q3r°/2bl/`MKQkbq8iy9GAA`/`3d`/`3d 1 2/2312017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 FL# I Model, Number or Name 14918.1 a. Model 4100 / 9100 ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect Uiv FL 14918 R3 E uiv of Standards Method 1 Option D 04/15/2015 04/20/2015 04/22/2015 06/23/2015 Description Extruded PVC Picture Window 4) 0 Page I / 2 0 0 Limits of Use Installation instructionsApprovedforuseinHVHZ. No FL1 Approved for use outside HVHZ: No i Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Other: This Product is No Longer Offered by Silv erline i Evaluation Reports F(-142-18R3 _A_EEval14918-I.pdfBuildingProducts, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: YesversionforHistoricalDocumentsregardingthisApproval) 14918.2 b. S 2900/4900 M 2941-2951/4941- i Extruded PVC Picture Window with Nailing Fin4951 Limits of Use Approved for use in HVHZ: No Installation Instructions FLI Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, R.E. 43409ImpactResistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any ELI4-91-$ R3 -AE additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing FinWeatherStopper-1 Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: Yes Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any F 149111 R IAE EvaI14918 3df additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars, 14918.4 d. Series 2900/4900 Models 2942- < Extruded PVC Continuous I Head - a I nd 11 Sill I Twin Picture Window29524942-4952 with Nailing Fin Limits of Use Installation I Instructions I Approved for use in HVHZ: No F Approved for use outside HVHZ: No ELIA9- Verified By: Lyndon F. Schmidt, P,E, 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline 1 EL!49JA_U ALjval-L43L$ i -, 4,fBuildingProducts, Corporation (See 14918.4 - 2010 FBC i Created by Independent Third Party: YesversionforHistoricalDocumentsregardingthisApproval) 14918,5 e. Series 2900/4900 Models 2942- 2952 / 4942-4952 Limits of Use Approved for use in HVHZ: No Extruded PVC Continuous Head and Sill (Reinforced integral Mullion) Twin Picture Window with Nailing Fin11----,-,-,--, --------- ------- - - - ----- Installation Instructions https:llflofidabuilding,orglprlpr__appjtl.aspx?param=wGEVXQwtDquZRj59%2fDrx230OPUr2'KHVtY2q3r%2bl%2fkKQkbo8iv9GAA%3d'I. iri 0/r 212312017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- 1 Extruded PVC Continuous I Head - an I d S I ill I T I riple I Pi I cture Wind I ow 2953/ 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: NoDesignPressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline 21AAEvI4 pL ctf Building Products, Corporation (See 14918.6 - 2010 FBC : Created by Independent Third Party: NoversionforHistoricalDocumentsregardingthisApproval) 14918,7 9. Series 2900/4900 Models 2943- Extruded PVC Continuous I Mead 11 and Si 1 11 (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use ---- - - - -------- --- - - 1 Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Int 14918 7.pdfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, R.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars, 14918.8 h. Series 2900/4900 Model 2941- i Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant; No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any 1 EUA9ja-Bj-AE-EyALl49_18.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: Yes Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any EL14918 _P_3 AE Eval 14918.9 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars. 1 14918. 1 10 j. Se I ries 1 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation instructions Approved for use in HVHZ, Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A 'Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918 10 odf additional use limitations, installation instructions and product 1 created by independent Third Party: Yesparticulars, 14918.11 k. Series 2700 Model 2730 i Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ-. Yes FI-1491$ R II I4 1 . 1.ndf Approved for use outside HVHZ: Yes 1 Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant; No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other. See INST 14918.11 for Design Pressure Ratings, any 1 FL14918 R3 AE Eva 'AQ I A 11 —f additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars. 14918.12 1, Series 5800 Model 5810 1 Extruded PVC Fixed Winclow/Sidelite with Flange Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 In- ida- Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any 1 https:llfloridabuilding.orglprlpr_app_Atl.aspx?param=wGEVXQwtDqLLZRj59%2fDrx230OPLxr2KHVtY2a3r%2bl%MKOkhnRivQ(',AAO/-moo/ %i Q /9Z 2123/2017 Florida Building Code Online additional use limitations, installation instructions and product ' particulars. EL1Aa!3—R-L—AE&y 1 14918 I -f Created by Independent Third Party: Yes 14918.13 1 m. Series 5800 Model 5810 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: See INST 14918.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 14918.14 1 n. Series 5800 Model 5840 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, Extruded PVC Fixed Winclow/Sidelite with Nailing Fin Installation Instructions EL14918_R t 1491 13 ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELI4218-EI-AE-UAL 14M. I j&df Created by Independent Third Party: Yes IExtruded - PVC Fixed Window / Transom with Nailing Fin Installation Instructions FL14218 R3 H I n s t 14218.14.r)d Verified By: Lyndon F. Schmidt, P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports ELL1141918-n-&E--Eal 1 Created by Independent Third Party: Yes 14918.15 0. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation InstructionsApprovedforuseinHVHZ: No EU491LRLEjn _qA41ILLL fApprovedforuseoutsideHVHZ: Yes I Verified By: Lyndon F. Schmidt, R.E. 43409ImpactResistant: Na Design Pressure: N/A i Created by independent Third Party: Yes I Evaluation ReportsOther: See INST 14918.15 for Design Pressure Ratings, any FL 14918 R AE E vaI1491 8,15, df additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars, 14918.16 p. Series 5800 Model 5810 "Weather; Extruded PVC Fixed "Impact" Winclow/Sidelite with Nailing FinStopper" Limits of Use Installation InstructionsApprovedforuseinHVHZ: No FLI Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E. 43409ImpactResistant: Yes Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any EL Ra-AE-Ex 14 additional use limitations, installation instructions and product F Created by Independent Third Party: Yesparticulars. 14918,17 q. Series 5800 Model 5810 "Weather Stopper" Extruded PVC Fixed "Impact" Window/Sidelite with Flange Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 14918.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation instructions FL14918 R3_11 Int 14918,17._pdf Verified By: Lyndon F. Schmidt, P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports FLLIJ 18 RI AE Eva 1491 .17f Created by Independent Third Party: Yes 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin3051/3951 Limits of Use Installation instructionsApprovedforuseinHVHZ: No ELIJ9I IIR3 11 Inst 14 91818 dfApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F, Schmidt, P,E, 43409ImpactResistant: No Created by independent Third Party: YesDesignPressure: N/A Evaluation ReportsOther: See INST 14918.18 for Design Pressure Ratings, any j;L14q_Ld additional use limitations, installation instructions and product _-B_Z_A L- Eyal _I 49-L d f particulars. Created by independent Third Party: Yes 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window3052/3952 j with Nailing Fin Limits of Use - - - - ------- Approved for use in HVHZ: No Installation Instructions F 18 R3 11 Inst 1491819fApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918,19 for Design Pressure Ratings, any FL 14918 R3 AE Eval 14918.19df additional use limitations, installation instructions and product j Created by Independent Third Party: Yesparticulars. https://flridabuildingorgpPp-apxp------ 2------ o- a tl,s?aram=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2q3r%2bl%kKQkbq8iv9GAA%3d%cAM 2J2312017 I Florida Building Code Online 14918,20 t. Series 3000/3900 - Model 3053/3953 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.20 for Design Pressure Ratings, an additional use limitations, installation instructions and productparticulars. Go to Page Q Extruded PVC Continuous Head and Sill Triple Picture WindowwithNailingFin Installation Instructions F114918 R3 11 Iniaua= Verified BY: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI4918 R 3 AE Ev I 14918,20df Created by Independent Third Party: Yes 0 0 Pagel/ 24 0 Contact Us :: 2601 Blair Stone Road, Tallahassee Ft, 32399 Phone• 850 487-1824 TheStateofFloridaisanEEOemployer, Logynght 2007-2013 State of Florida. : : Privacy Statement Acessjbjljty 5tatftLTLent gtLqUg no Under Florida law, email addresses are Public records. J you do not want your e-mail address released _atdt electronic Mail to this entity, Instead, contact the Office by phone Or by traditional ma sin response to 8 Public -records request, do t send 11. IfYouhaveanyquestions, please contact 850,487,1395, 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F, S, must Provide the Department with an email address Pursuant toSectionone, TheemallsProvidedmaybeusedforOfficialcommunicationwiththelicensee, However email addresses are Public record. If You do not wish supply a if they have 455, F. S., Please click here , Personal address, Please Provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter to ProductApproval Accepts: W1 F* 74 F----], Im Credit Card Safe h' tp': Ilfloridabuilding.orglprlpr_app—Otl.aspx?param=wGEVXQWtDquZRj59%2fDFx2300PLxr2KHVtY2q3r%2bl%2fkKQkbcj8ivgGAAOI..'AHOI'L4 SERIES 290014900 - MODEL 294112951 494114951 EXTRUDED PVC PICTURE WINDOW WON-IMPAcr, GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida BuildingCode (FRC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wag dressing or stucco, 3. When used in areas requiring wind home debris protection this product is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the F8C. 4. For Z(stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction, 5. We conditions that deviate from the details of this droving require further engineering analysis byalicensedengineerorregisteredarchitect. TABLE OF CONTENTS Ifj_EEr I 2 D"El ON 1T.Icd elevation, ciee!!2n ensures & general notes Horizontal & vertical cross sections 3 Hodzontol & vertical cross sections 4 umK & irome anchdxxing 5 BE Of materials, &Z'2 i z W i — ----------- 72.96'MAX. OVERALL RANGE WIDTH 72.L'r MAX. OVERALL FRAME WIDTH OVERALL FLANGE DIMENSION OVERALL FRAME DIMENSION MAX D.L.O. DIMENSION GLASS TYPE I DESIGN PRESSUREDESIGN PRESSURE (PSI) POSITIVE NEGATIVE 72.98" x 74.98- 72.0- x 740 67.0" x 690' G11 50.0 50.050.0 I !St! NIT -- L__ ] Id* G 9' KV jcm 8 c LFS FL — 14 918,8 n —, o. 5 Izz rl HORIZONTAL CR 1\12 RIOR INTERIOR VEIMCAL CROSS SEC17ON z 00 10, Zo d 6 On z zj N A 0 0" 5 ECDO a- 8 I 1- 114- AMN, EMB, TYP. TmOR 0 OnL CVSffZ bbSECUON VE) MCAL CROSS tSEC17ON i pzz= E 2 VERTICAL CROSS SECnON 3 Shown w/1 X sub -buck 4R17CAL CROSS SEC17ON E ? 1/ 0I Ni C — By KV FL— 1491&8 3 -5 22,5* MAX. - O.C. (Typ.) - 1-- 2X BUC I T 0 NCHORINqSYCkA MASONRY 5 CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the Comets may be adjusted to maintoin the min. edge distance to morfaqrnts. 2' Concrete anchor locations noted as "MAX. ON CENTER- must be adjusted to montc" n the nun. edge distance to mOrtoriants. addAiand concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 1Concreteanchortable: t5 MASONRY OPENING ANCHOR R ANCHOR MIN. CLEARANCE CLEARANCE A—jN- C- E TYPE TYPESIZE EEMBEDME TO A ! ADJACENT EDGE ANCHOR ITW TAPCONO 114-EZ, 4r ELCO ULTRACON wr n 114- Vvj S L .I REW INS TALLAWN NOTES. 1. Maintain 0 minimum 5/8"edge distance, I"end distance, & I"o.c. spacing of woodscrewstopreventthesPrittingofwood. 2X BUCK - FRAME MASONRY OPENING Ix BUC FRA MASONRY OPENING TYP, SILL FRAME ANCHORING 2X BUCK WMAk WAIE ANCHORING IX BUCK 4, , /,/ Z 200, 0; 0 co 0z z Ea 0 OL 0. 0011 Z L N, T. S. WG ey KV FL- 14918 8 WEEI 5 I zi 7' 114 UNKT - 5, PSI MIN. CONCRETE CoIsiF&R-mINGTOACIOW 301 OR01OR HOLLOW BLOCK CONFORMING TO ASTM C90 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCEDBYEXTRUDERSLICENSEESIN 'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 2.95' — --------- owl. IV, MATERIAL 4&." VINYL 4,-:' . 1, 0 VINYL STEEL SILICONE 00 WOOD 2 ....- 4x(........ iso CONCRETE 13 LL 7,— 3/4"OVERA THK. GLASS -111, / 1,, it 0' Zo 0 14 0 O0 STEEL 5/ 37'ANNEALED z l z E \ K .0m a) STEEL n* 5 .0 WOOD c TEEL z 513Z' ANNEALED STEEL 1/7'GLASS A 3'4: WE Gt _ GL411NG DETAIL r! Lu CL If T o GLAZING BEAD 0 o z u TE: 11/09/11 Y N. T, S, a, sy: Kv m LFS L— 14918.8 ET " OF 2115/2017 Florida Building Code Online RCIS 4orne, [,uq In u'er Reqistrat,n Hot Topics SOr,"t SwchaFVn Stas 3, Fo'ts Publications r3c Staff 5C[S Sit' Map Links Search dp ko Product Approval USER: PPublicPublicUserb'r . t, jL4- Application Detail A FL # FL6067-R6 Application Type Revision Code Version 20t4 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 onberrian@slbp.com Authorized Signature Craig Calderone rickw@rwbldgconsultant:s.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions 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 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. 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 1710.5.3 Method 2 Option B https:llwww,floridabuilding.orgtprlpr_app__!Itl.aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98MUAeEljQtjEY'I.>3d 1/4 205/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/t6/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/t7/2016 Summary of Products FL 9 Model, Number or Name Description 6067.1 a Series tS37 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No EL(I 7R Approved for use outside HVHZ: No 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 FL6Q67 R6_AE Eyaj Product Of' rin df Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b, Series 7537 Structural Beam Mullion "Impact" Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See [NST 6067.2 for any additional use limitations, design Pressure ratings and installation instructions, 6067.3 c, Series 2723 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: N/A Other, When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609,1,2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02, See INST 6067.3 for any additional use limitations, design pressure ratings and installation instructions, 6067A d. Series 2724 Structural Bearn Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609,1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e, Series 2728 Structural Beam Mullion "Impact" Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EUK 7 R§__,AE EyajI__0(2 p(j72f Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions ELQL7&LJLjj,j aT_UL7_j_?jf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R6 AE EVAL 6067.3.2_df Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions FL6067 R6 11 INST 6067A.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL5N7 R6 AE EVAS 6Q67,4,:)df Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6Q67.5.r)df Approved for use outside HVHZ* Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other. When used in areas outside the "HVHZ" requiring h(tps:,,Iwww.floridabuilding.orgtprlpr_,app_jdti.aspx?param=wGEVXQwtDqs4Yr43ec4OR5ri5vmqGn98NIUAeEljQt EY%3d 214 2111512017 Florida Building Code Online wind-borne debris protection this product complies with RI A- _E\/Al _QUJ_idf section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party: Yes require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions, 6067.6 I, Series 2723 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609A,2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level V and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions, 6067,8 h, Series 2728 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure- N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 i, Series 2723, 2724, 2728 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in the "HVHZ` requiring wind-borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering, This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions, Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions ELL,Qk7 Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent, Third Party: Yes Evaluation Reports EL&t 57 67A,9!tP6A;-' VA' Created by Independent Third Party: Yes Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions FL6067 R6 11 IN$j&9_, 7, Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports LL6067 P Created by Independent Third Party: Yes Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions EL6 067R6 I NS- 60 79dlf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R6 AE EY&_ZdX_df Created by Independent Third Party: Yes Extruded Aluminum Clipped Horizontal and Vertical Mullion for use with impact and non impact window products in Masonry or Wood Openings Installation Instructions 6067 1, S' 9 (Lf Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R6 AE EVAL 6067,9,odf Created by Independent Third Party: Yes h(tps,!Iwww.noridabuilding.org/pr/pr__,Oppjtl,aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98MUAeEljQt EY*/*3d 3/4 2115/2017 Florida BuildilN Code Online 012 M 9 LAUL, JA 0-di, - iaaA11 s —Se 2i, -Y 4 R-Vll The '.,Z)te of Florida IS all AA, EEO employee. r— 1-'at' LEM-t <SC iiv—, titl hnCer F!oolla [,—, Imall addresses all', Public 1000ICIS if You'10 not want Your O-Mall alldn'ss released n 'esporls", to a public-'eco'ds r,quest. do not send "Iect,ow a I to thist" o"t" tflste,W, contact the office t)y Phone or by N-Odlt'onal mad. It you have any questions, please contact aso.487.1395. 'Clorsoont to Section 1), Ro"(11) st:atntcl, M101,111C Ocnobe, I. 20Q, licensees hcer'sol tinder Chapter 455, F,5. i)uq pro -de the Department rnth all ernail address 4 they have one The emlois om,ded may he used for official communication with the licensee, addresses ale public mcord. If you do not -5h to Supply a P,ewal add.ess, please pm,dt, It"t Department eoth an email address which can Litt made a,n,fdule, to the P,,Wwl To determine if you are a licensee under Cha[Wr a, 5,5, F'S., please click ag. Product Approval Accepts: U 94 El zm Cre(' s,,, Card Safe https:// www,floridaWidiN,org(prlpr_app_ptl.aspx'?param =wGEVXQwtDqs4Yr43ec4OR5n5vmqGn981viUAeEliQtiEY%3d 414 Silver Line byAndersen rig WINDOWS I, DOORS 2724 STRUCTURAL BEAM MULLION IMPAcr' LJLJ GENERAL fj9TES. 1. This product has been evaluated and is in compliance with the 51h Edition (2014) Florida guiding Code (FBC) structural requirements excluding the *1-(Qh Velocity Hurricane Zone'. 2. When used in areas requiring wind borne debris protection, this product complies with Seciton 1609.12 of the FBC and does not require on impact resistant covering. This product meets missile level D"and includes Wind Zone 4 as defined in ASTM El 996 and FBC Section 1609A,22 3. Wood bucks by others, must be anchored p(openy to transfer loads to the structure and be reviewed by the BviIdinQ Officiol. 4, Mullion oncho(embedment to base material she# be beyond wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mullions must be submitted along with this muffion product approval. 6. Anchoring of each glazN product to the mullion shall be as shown in each individual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Mullion design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9. The design prewe rating of the assembly shall be the Lesser of the food capacity of the mullion as determined use this approval or the design pressure rating of the individual gkvIng products used. 10, Bounding box dimensions for geometric transom shapes must be equal to or less lhon the rectangular transom dimensions shown herein, TABLE Of CONTENTS SHEET# DESCRWROM 3724 muBan bod table for comete screw anchors 2724 mullon $ood table for wood screw arichoa 4 2724 mullion section dimensiom 3 OACWT)g I-- — MAX. COMBINED DMENSIONIS 104' W) W2 GLAZING GLAZING GLAZING PRODUCT I PRODUCT f'RODLc' MAX. COMBINED DIMENSION IS 104- W2 GLAZING PRODUCT GLA'Z1'N:C GLAZING 1GLAZING PRODUCT GLAZiNG PRODUCT 11 PRODUCT MAX, COMBINED DIMENSION IS 104* wl W2 GLAZING GLAZING PRODUC11 Pl")LIUC I MAX. COMBINED DIMENSION 6 104" W] W2 PRODUCT fR«DUC.t IGLAZING GLAZING PRODUCT PRODUCT TYPICAL MULLION CONFIGURATIONS NOTE; arc 6y, f))VS HcOzontall mullions depicted herein can be combination mullions -- or separate structural mullions.. Separate structural mullions are covered under separate approval, SLIVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TS-r- W* 30" 3r 3v 36. TRIBUTARY WAI 311- 40- 4r 4r 4r W" Sir 88,2 83,0 784 744 70,9 67.7 644 622 598 575 554 534 516 7r 01 96-0 100.0 904 903 ess 93A W 1 887 773 6+5 739 80.7 707 771 67 111 741 65, 711 6 684 66,9 636 61.4 Iwo 100.0 97,2 92,6 88A 848 al 1 779 749 72.1 696 67,2 w loo'o Too —0 1-000 1000 100.0 97.1 92,9 890 855 822 792 764 737 64- r 1000 loo'o 1000 100,0 1000 100,0 100,0 loo'o 1000 1000 1000 k00.0 999 loo'o 965 100,0 3 97A 902 939 IL? 1 910 1 840 82 al I 856 60r loo'o 100,0 loo'o loo'o 1000 loo'o 100.0 1000 1000 1 978 947 1 91.8 89 1_1 sw 1000 1000 1000 1000 1000 1000 Iwo 100,000" 100'0 100,0 Io0'0 98,8 1 953 142 6v 1000 10[To 1000 10o'u 1000 1w; ; t 1000 1000 100,0 1000 1 9iL9 i—*Do To—oloo'o 100,0 100,0 1000 mo100,0 100.0 I006 100,0 loo'o 100,0 1 0-1 sr 1000 loo-'o 1000 1000 two 1000 W6-00 1 1000 1000 100 0 f— 4r loo 1000 1000 1000 Iw—o 1000 labi- 1000 loo I, 1000 000 1000 IOU u 10-00 Joo'o 165—o 1000 100,0 1000 Iwo 1000 loo o loo'o I 1000 4r 100,0 1000 1000 100,0 1000 1000I. o 1000 1000 1000 1000 1000 1000 l000 4r 1000 1000 1000 1000 1000 1000 100,0 1000 1000 1000 100,0 1000 1000 40" ioo —0 100'0 1000 1000 100,0 100.0 1000 1000 1000 100-0 loo oF 10D,0 l000 loo'o l000 1000 1000 loo'o 1000 ioo —0 1000 loo'o 1000 000 1000 i-00 —0ir00010000i0o0ioo00-0ioo0110 10-00 1000 1000 1000 1000 loo'o 36" 100,0 1000 loo'o 1000 100'0 1000 100.0 1000 100.0 700.0 100.O 1000 loo'o Too —o Too —o l000 I ' 1000 I(I oo100,0 100,0 loc'o 100,0 loo'o 101 1000 1000 32" 100,0 101 1000 100,0 10-010 10(To 100.0 IDO'D 1000 1000 1000 1000 1000 30" 2r 1000 100,1) 1000 1000 1000 1000 100 0 --- 100,0 0loo0 1000 too. 1M— 100,0 0IL 0 1000 1000 1000 101 1000 100'0 26- 100,0 100.0 1000 1000000 oo. 1 o)00 '0' 1.0 1000,00 1202 0 L, I "'o 1 1000 24" 100.fl 100.0 100.0 oo. 11000000W. l000 NSTRpCTtQN --QR USE OF 7tlP , _5,f --V 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPE14INC AS SPECIFIED BY THE BUILDING DESIGNER fARCH)TECT OR ENGINEER OR RECORD), 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLJON SPAN DIE SKETCHES ON THIS SHEET FOP MULLION SPAN AND TRIBUTARY WIDTH DEIERMJNAIIOI 3 IN THE FIRST COLUMN Of ITTE TABLE, LOCATE JIJL MUI!;f)N SPAN IN Hil FIRST ROW OF THE TARIF, LOCATE T)-IE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ DIE MULLION LOAD RATING GIVIN IN PSI, THE M01,00N LOAD RATING MUST BE fOUAL TO DR GREATER THAN THE DESIGN LOAD REOVIRENENT DETERMINED IN STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULOON, ANCHOR 97F AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1, SUBSTITUTE (I FOR 1) 114--74 SELF—DRILI-3qC SCREWS FOR THE FASTENERS SHOWN W THE iNDPODUAL GLAZING PRODUCT J0 Afl'ROIIAIIngoo2, SUBSTITUTE #8 - 18 PANHEAD SELF—R)LUNC SCREWS SHOWN I W THE iNDWIDUAL GLAZING PRODUCT APPROVAL. THE MA)UMUM FASTENER SPACING ALLOWED IS 6" fHOM LA.';l END At ucPQN PIRU Mot'WN ANP'-PfAmf 15" O.C. MAX SPACING, THIS SECTION VIEW IS SHOWN FOR JLj_USTRATjl,1E PURPOSES; jNQjE A MINIMUM OF 3 THREADS OF THE SELF—DRILON,' OTHER FRAME SECTIONS OF I'LOPIVA APPROVED WINDOWS SCREWS MUST PROIHOVE 111f20UGI1 TILE WAIL Ot NfMOtIlON. y SijVfRilNE CAN BE USED IN THIS FASHION BYWj W2 z - il GLAZING III CLAZiN"; 1 PRODUCT PRODUCT i A% 2 Z 0 0z 111% 8 Z0 C W j f7k j.: 2110/ 09 N T S F- fIC67 4 2 SLVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TR39i7TARY WIDTH 34" 35" 3i" 40" 42" 44^ MF 48' 60' 62" 28" 3VK784T4^ 881 83,0 74A 709 67.7 648 622 598 57.5 56A 534 516 960 90A 1'1 T7.3 739 707 67 8 661 626 ? 604 582 562 987 967 84.5 W 7 71,2 74.1 71.1 ses 65.9 63.6 fiti 1000 1000 972 92.6 88.4 846 811 77,9 74.9 72A 696 67. 21000 1000 1000 1000 1000 1000 1000 SOD.O 71 100,0 929 100.0 890 655 822 792 98.0 94,1 90.5 87.1 764 737 840 81.1 i2" t00A 1QD0 100.0 100.0 1f10.0 100.0 100.0 100.0 98.2 94.1 90.3 86.8 6,0" 100.0 1000 100 0 100.0 100.0 1000 100.0 1000 1000 1 100 0 1000 96.4 927 68' 100.0 100,0 100.0 too 1000 1000 100.0 100.0 10D.0 100.0 IOD,0 100.0 99.2 66" 100.6 1000 100.0 1000 1000 100 0 1000 1000 100,0 1000 100.0 100.0 100.0 64" 62' 1000 1000 1000 100.0 100.0 100.0 1DD0 iW,O 100.0 1000 - IOU 1000 1000 100'0 1000 1000 ....._ 1000 1000 10D 0_.100.0 1000 7 100.0 100.0 1000 100.0 100,0 60" 100,0 100.0 100..0 100.0 100.0 1000 100.0 1000 100,0 1000 100.0 1000 19D.0 48^ 46" 1000 100.0 1000 100.0 1000 100.0 1000 100.0 100.0 1000 000 100.0 100:0 100 0 7 W.0 1000 100.0 100.0 100.0 IoD.o 1000 1000 100.0 100.0 1000 aM^ 1000 100.0 100 0 1000 oo 0 f00.a 1000 f000 1000 1000 1000 1000 42^ 100.0 1O00 100 0 10DD 000 L0.0 So0.0 SOD.0 1000 1000 1000 1000 40^ 1000 1000 1000 100.0 00.0 100.0 1000 100.0 1000 1000 100.0 lo0.0 3r 100,0 1000 1000 SODA 100.0 100.0 1000 1000 1000 1000 1000 1000 36" 1000 1000 100O 1000 Ioo 1000 100.0 1000 1000 1000 1000 1000 1000 34^ 100.0 1000 1Da0 1000 1OD0 1000 1000 HS0,0 1000 1000 1000 132" 3t1" 1000 1t30O 1000 1OO.D IODO ifl0.0 1000100.0 H30_fl 100,0 1000 7-000 1000 1000 1000 1000 109.0 100.0 70002i" 1000 1000 100.0 1000 100A 1Q-0 100.0 100.0 1000 100.0 100.0 1 100-0 100.0 100.0 2#" 100,0 100,0 100.0 100.0 fD0.0 100 0 100 0 f00 0 1D0 0 100 O 1 1000 1000 1000 100.0 100A 1000 100.0 1000 100,024" 100 0 1000 100.0 1000 Soo O 100 0 100 D M jRU,QTIS2aN -E-Q£ TN£_MI _ 1 Q-1n ZM 1. DETERMINE THE DESIGN LOAD REOUIREM£NT FOR THE PARTICULAR OPENING AS SPECIFIED BY D4E BUILDING DESIGNER (ARCHITECT OR ENQNE£R OR RECORD), 2. FOR THE PAR77GULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULUON SPAN, t?0 f PENCE Tf1E SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMfNAT70N, 3, IN THE FIRST COLUMN OF THE ;AL1LE, LOCAff Tilt MULLION SPAN IN THE FIRST ROW OF THE TARiE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF .THE ROW CONTAINING THE. MULLION SPAN AND THE COLUMN CONTAINING THE TRFBUTARY WIDTH, "P,LAD THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE £OVAL TO OR GREATER THAN THE DESIGN LOAD REOUIREM£NT DETERMINED IN STEP S ABOVE, oll a oo 1{C !ON jHRit MUL.t7fN AND FRAME, THIS SE.C`iION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SjLVtRLJNE CAN f3£ USED IN THIS FASHION'. FOR ANCHORING GLAZING PRODUCTS TO THE MULLICN, ANCHOR SIZE AND SPACING SHAM 8E AS SPECIFIE0 IN ONE OF THE FOLLOWING: 1. SifBST:IUT (I FOR S) 1/4"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE 3NbiYlDUAL GLAZ'N, PRODUCT' APPROVAL. 2, SUBSTfTUTE 18--18 PANHEIAD SELF PILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL, THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT 1Y O.C. MAX SPACING, NOTE. A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THHOUGta ItiE WALL OT TNL MULL+ON. vi' - - W2 --+ j 1 z - GLAZING i GLAZING } F'Roouci PRGDLICT ijt z n #I n r o if'F p` S. I'•''. z i 0 J Olp o 0. U n J a Z Q2 m g h UQ O 9Z v tt3a F UTARY WCTH _ W7 + W2 2 1-1 W1 _11_ __-_W2 __- __I z G x S i I 18) 11110 x I - I tz, WOOO SCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK 0.37S'- 0 o cli MULLION ANCHOR BRACKET ?7Z2 16063-T6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING ox- 2724 MULLION j60ii T6 ALUM) 14) 3/16* 0 CONCRETE ANCHORS (4) 3/) 6- 0 CONCRETE ANCHORS, CONCRETE CONCRETE {SEE ANCHOR SCHEDULE) (SEE ANCHOR SCHEDULE) Ix BUCK ra x X 0) j! ANCHOR TO MASONRY ANCHOR TO MASONRY THROUGH IX BUCK MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) i— 2.25'—j— 2.25* —1— 2.25- —j MULLION ANCHOR BRACKET 50-2722 16063][6 ALUM) FOR CONCRETE ANCHORNG IN 4 jyi o s2 4.._o z Om y.. Z z D > an 0 n 2 0 o a z HORIZONTAL TRANSOM MUIIJON 2724,2724 OR 2728 UNDER SEPARATE APPROVAL) ld 18) # 10 X 3/4- / SELf-DRILLING SMS 8 X 3,14- SELf-DRiLUNG SMS VERTICAL MULLION ANCHOR MULLION TO MULLION MMMON ANCWA &RACW ANCHOR KNOW AJ#Ct)M $uamll immimm owmmwf cfm-wc—mm OWL) pw) $PACO* WWI WOOD 1-3ff Y f1016woku", A T.VEADS SHftIME',AISCRtW STER 1.119' 9— ww 0 PFH HOLLOW BLOCK 1-lt4 Ilirr 21 AT XWIK-CON 5. Cow-ftif 1 114, 1 irr 7 w(XA) HRAMNG £SG.. - ti,Q) STEEL CONFORMW, 10 ASIM A62, ; 6 GA,, 0,0W &W, WXNESS JEy = 3300 n. (I - 4SOM Mj WET META. SCREWS ISAf GRADE 5 MJN,J: HID XWX-fLEX c ikCO Dft-RfX CONCRETE CONFORMWU TO AC! 36I 13,000 FS PAN) OR HOLLOW StOCX CC4vjOkhW4G TO ASIM C90 2/15/2017 Florida Building Code Online Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng,zhu@jameshardie,com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie,com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jarneshardie,com Category Panel Walls Subcategory Siding 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 Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. I'Validation Checklist - Hardcopy Received Certificate of Independence FLI3265 RZ COI RIO- 'r I I ILWlt.' 111 f Referenced Standard and Year (of Standard) Stilingard y"r ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FU3265 R2 Fauiv ASTM .1186 Fnuivalencv C;-- -4 https://www.floridabiAlding.org/pr/pr—app_otl.aspx?parat-n=wGEVXQwtDqvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg°/oad*/03d 1/2 215/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of 'Products FL # Model, Number or Name 13265.1 HardieSoffit Panels Method I Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA IS- 0122,04, Description HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions Ft-1325S R2 11 EP M-25j±-_L5_5 'iLv rn(Z st pf Lpdf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13265 R2 AE ER R 0- S 4- ,)ffi_L&Do0_metal 2df FLI3265 R2 AE NOA 15-0122,04,ndf Created by Independent Third Party: Yes W 260 1 Blur' Slone Road_!J!Ldh F ? 2nUaj_47- 24 The State of Florida is an AA/EEO employer, Conyrraht 2007- Plorida, : prrvacv Statement: A,billty StatrMerit Viride, Florida lair, email addlesseS ),a public records. If you do not want your e-mail address released in response to a public; -records request, do not send electronic mall to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395, `pursuant to Section 455,275( 1), Florida Statutes, iWeCtiye October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official corhmQnicatron with the licensee. However email addresses are public record, If you do not wish to supply a provideaddress, please p'Qde the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S,, please click here . Product Approval Accepts: creoit Card Safe https:,'AAlww-floridabdlding.orgtprlpr_app_dRi,aspx?parani=wGEVXQwtDqvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 212 Florida Product Approval HardieSoffitO Panel a For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. HardieShingle"I'Mma, Siding JamesHardie F;-: '-' S TRA& mil' EDG--, SF AGG-!PED 'EDGL. Hk-1 11-4)U' DS fl, INDIVIDlik SHINGL 7-' T V INIP0RTAN! `rFAiLU,RET0 INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRIT EN APPLICATION INSTRUCTIONSMAYLEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AiND VOID THE PRODUCT ONLY WARRANTY BEFORE INSTALLXION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZON&" INSTRUCTIONS, TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WNW,HARDIEZQNE,CONl OR CALL 1-866-942-7343 (866 9IIARDIE) STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS J, Cr rom" f' J( IiQ 31''Iilt."Z;c' "J-i! -E;" V! i! n-va]ll>z"X e ser xpv 11x"( .. v4'sf, rt" s af y a i - x :r r"r- GENERALREQUIREMENTS, t", qls allec ovi f' '!3c;i1(: "iUCC "r i:l !X'!s 2- I(A sroa!Ifn'l S e ri JH Tech Bulletin 19 at xti"e ua la' US, t IWIG"ICX 1, i:' Mng In Ef 1axa'rn' 'all 0" as 3ut- InWl"vun -If f aleYi'a""CI O Ces(-anuac";rel)area "11?1"% ",J,W l C 0 11 1gs 22 -) 4 "3 6 ;641""I 0 Aclace zlt finisned cpa. to mus! avvay 4r('1n, the otiildnq I'l xr'o,anica icr[ ll aml(w'q rre, a rt 6, in 1.,ie ;!' 1:i Co 'Ict I-xrlie 3U(,'. i1 .. < E. ,,, „!{l 41 ':"w(:vIu SiJno lns!all,:,,' .n v3rtiiJ' ,vall 1pcikt coo, 1,K), 1401, "Isa 3tawl u. ui t nse jpamtc'- "-"Xng "n Jav"'s P"'Auc!5 CLEARANCES If,''all sic ing .fl(! ji I" Alintain a rrvlw"o- asofl"'Ing medowa'l(' ne 'xTorin e"!' a'ilo' 3' psar(! "n"e'.."' ays ile j"11:'wew firzl'"lej ) ll':"? Figure 1 Figure 2 T - 2 larl all a r'inq- if-, Figure 3 n, me jUnCU'e 01 Te `(,O 3;10'/(. - 1CJ Oaces !e xr ""e, -'chng —xlu ac'ure' eafnnce me t!"'v ' itie i;f:m"q3 v; d Figure 4 r 1+`. .11'-na ")t" )( "'m -I J", WARNING. AVOID BREATHING SILICA DUST vz "'ct-taso Mine o,- ' 4""; 7(' .e f -.ji" K ",I- ':i T ''JI),"U10"'i V f 'J!Pn if "'t 0! J ftai Jj;-!t Figure 5 3 4 Figure 6 gutter ar,, and tiara fascia Ar7 Figure 7 KICKOUT FLASHING I slipf Ias w C -xf cri 3f 1 G j ccf j, i ""ne! In of rnist 'asnedw 1!-, 3*ac 10 lefl-1,0 rvat^ir IS, J 3,i 1, f-"I'''A 1 1,f Ai' ran!" "U" n'ra-,, j-' %fllt:f Figure 7, Kickout Flashing Iw' e;oilc tle Iwl he -w if 11,? i 41tl?f Selr"K,111, ris'all a rij[_Jf 211 Dy 1K CCdt, 1 ^ 2,3 3 41astllrj 3-all :)e 1, 4 , Nj, lr(lar,,lii-rnerlds t11, ;r*cut Oe x yl.d oau, TRIM CONSIDERATION: BLOCKED PENETRATIONS 5-1e, f(:,I,,,,, P_I'els p ', I e , {" I : I c, n J au`Ci aS 's e, Is, a, I I C I S arbra uc,, as ! rpr io!'t3 OWT Fir, Is x" Int of Figure tiA Figure 88 Figure 3C Figure 8D GABLE INSTALLATION: Installation over sheathing is recommended (Required for Individuals) for gables.' Hoc iie ',?'V r ;*ic C r;(jzlr G4 Gave a _"'auik irie alto' 3qlar ' a ;nuk re, 2 kleasir,,? oot16 * 'c Oth 'ne of' rd c'Wef kle6sw. Jli 2 it rcd aIe is a '00 icu ai',-vl,ng at1cvi, I c<fic acarl ilqe; fire le" el c Slel Icur first of Srfingle - starting trie first pwe at the vertz'Gal I ne left of cerflCf f If yCU art, Using stajgered I-,tjqjqe 7 111 10,,VI7 tf19 ilrSt rGy< 1,L the SWC'es. srir'gle luf%iytN 011"'' 1,1113 x"c"v-, vays C, 111cif S,I!ner) EC ilje 0,,;'lail ol'a k I t a3rI,e, It, 7 a, d S. af -.r r I I J( 1 !If 'C Ie (;,,'l Svlll 1 1re we Ie 7 I- "Vill e13^ "it 1" e lin, I0 As !c"I 'A"uW', /C'(11 w,"y ! 1e pi-,+' ill'I,,, S,jIq icul Pi es %fll 21H S 1(1003 T 2, Same ,uriixi tiln ea,,e -3 1,8 111C Alif j% if cn ")e 'w"t Figure 9 Figure 12 Figure 13 j 'N filSI1121 P2:5 & 13 HARDIESHINGLE STAGGERED EDGE PANELS INSTALLATION t gat Figure 15 Q C HardieShingle, Staggered Edge Panel Installation I "Irl') lns all t 5 7 8" ifgs 15 L', Ensure keylys J0 iro: line '(.' r"I. sul:stit nt c0ufsas rs:,'11 8 P1 1-11111e, lank, Lit,' IGlriCl ------ FAA' ==M ff__ 7 T' w gar" tor i wler 'es;stv'e caulk rier srtewh,ng tr v) T pit 1 + 2: Placn st parel so that plarei and "ver Tnin parel Is reeom Ut" i —4 ff,,e nd IWO tr rn 3s 3ho,,v- ifig !1 1 w ins allinq ,,,ve a nv' hrt r'l Whe r 7 4Jar, Jar,'t' tjeer' r ofwtl-- ar- f asrrg hotto l tin! first 1 A2ie"t'xig j`lg,,, `cr yaulk 3! 'rir- aic ucXrlkie panef to nit eetjter of Hardieiotank starter position nails on nail Inl furthest 5ikid lap aidlrq strip Ikrrg "lle "I"Ill. oplicaVon is to minimurn 7,16'thick 4,PA Onlywhian application rated sheath 110'3dion nailsonnail line spaced a Ammum 01"1'3134" 11 -_ Allow 3, 8'(ron) panel edges G)" )r 2 OCR agat' aWtt 119 ti'r" art "Ird 1NQ t''e tr, figs Steps 5 4 3 is .(' ,fevent Rilli,' ir 3fer; 3 12a, mi) gap for caulk Y'ne ctiles tfijs I I and lepi,"at Step 2 6cntinUe A Tie 'NNI t'f s 2 ttUSwji; C) neq-" is r third it Note; For aesthetic purposes you may trim the bottom of the panel to create a straight edge. If doing so, ensure all cuts ends are properly sealed and painted (fig 14) Figure 16 1, 4' gap Co not caul band " owd HARDIESHINGLE' STAGGERED EDGE PANEL COVERAGE Pveis'c;, ' idlo'.vall in '18" lengil v WIXIMUM 6' lxllosijr, 'fol", .it for °0"'e m ` tlrroL c F(jur, ' 51, 7" EXPOSURE HARDIESHINGLE STRAIGHT EDGE PANELS INSTALLATION REF PEER r',, S eGs -4 Figure 16 e GTrim I,$ ""In 15" or 24"— mr gap for c barrier gap for T:7 ezuh, -- 7 7" 4L 0, 'C7 I J', 7" + 7'* + Ns I + Course panels its, course to hrt eantar of Hardie?tank` starter furthest stud tap siding strip ocsitior nails on nail line and secure into 'raming Only when 39iiiiCaLor, s to ninimm ' 16" thick -PA rated sneathirg, position nails on nail tine spaced a maximum of 13 14" o c Allcvi 3( 8" from panel edges HARDIESHINGLE"" STRAIGHT EDGE PANEL COVERAGE 7' Gsr; _X ar :11ca! Fis a", " 'I"ailace n I` Ple":Osj sc'( ai HARDIESHINGLE' INDIVIDUAL SHINGLE INSTALLATION A", i J Figure 13 ir:t jawa, CT'W'61" "liC, J r3 min Fastener Requirements x esistan, ,ak, a Snl vinq inick AP, s lea lir q, Hard ieShingl a," individual Shingle Installation e 10-1 rill' ocarIs I ir acwul- 1 at:a" 'Jil";Ea.. a t winirrium 111) 0' 1 : /2" pet weef I Co,rsfts ffit,; 5 A ur 4 iris adl 1', awc a 3 ,1 :e -1 ":14 ldvig star" 2" instail first stl:ngie tt-a and 3fa,,t:;rg Install par' of shingle placed wvvit"vards, Itig 131, sec, ira 3nilligle, le"I"'Ing a gp,p tr ,t,,I 1, GrIfS along rlri "vall secol" d r 3ilse let.,Vlnq a l"Inil un, Ill., agav flor" inu,, ) n(,, 3 stai's is - P<-icneo, HARDIESHINGLE" INDIVIDUAL SHINGLE COVERAGE uxi S4,lngle3 for suoe,,4all avallacle, in ,XeC one in Shingle Number Pieces Width of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 101, 3 15 FJr7 15, or 24 1 Nater-re5; stv)e 3 C oarli._ r Qstlofr nalls :rn oad Ine a 3,, rninumum 313" from edge HaroiaP(ank starter lap siding strip Figure 19 space shingles max 1 4 apart ea,,e a min 1,3p f I-Ii2 beoveen TIM3 in 5kicces4ve 011r%e HARDIESHINGLE' HALF-ROIJND PANELS INSTALLATION Fastener Requirements 83, 3 1- h t g ring an 7, Figure 20 HardieShingle Half -Round Panel Installation ;nrn bear:' lrs!ail Han" if'Shingle panels prits cirt"ec: ri n,c,(,,n! g3p hoirds, (fig 20 Frisur e k,,yways do not life _p, sun e(It,ent owses for 731 ns, A 1 ",%in Ten install a 3 !,,,, I do flCtlCut*, -,u? Iml Into 1!wn as slvvw, !f QS K; "A'her irs"Mirg j; id ""car, y 3nv ocri"r-Wal "I't 1,iz vtoin ot siding , 16 cj 24 X, aga,r, abuMrg theul, lid Tnfig L s Slat: me inlr:: Dy e( IT"' Intj 4 .+rl `c+. _ ... 01 s:j"! 21W 0 s iv I -,-, & 1 7; and rpeat step 131 61 u,,*, "'A -ill aFea.. y ifet)s 2 6 i,nfi HARDIESHINGLE HALF -ROUND PANEL COVERAGE rM. f-el's,ol •31% all","'I., to 411, letlls 7, water-eealstjwl ir or 24"— ba" ner, 0 11: 1 DO NOIT NAIL THROUGH 11 THIS AREA 7 our 31,91-Ment aosition nails nto framtrg tnw first pane, Ifirougn tinnitoos courses. to ,,t furT,hest stun: starer strip t,rlly wher" 1pobcaUof, 3 to mirrimum rh,cir kPA rated sheathing poVion nails 3-tJ4 1, acciEe:-Iank spaced a maximum 13 3A" o c; lap siding Aliow 3,8, from oanpi wines Hlsi' 121 plll61Q CORNER DETAILS A. Panels coped against Comer boards. P. Panels butted against square wood strip on inside corner, flashing behind C. Laced outside corner D Laced inside comer rnininnum (I") thick tniri WINDOWS AND DOORS Figure , 7-149, Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes Where windows or doors are installed, continue the application of siding as if the wall is complete, Thming V th( opening and using the resulting piece may throw off the spacing above the break, PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel, Electro-galvanized are acceptable but may exhibit premature corrosion James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very hurnid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction, Consult James Hardie technical Services if you are unsure of applicable compliance documentation Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding {no air space), (fig, A) Do not over drive nail heads or drive nails at an angle If nail is countersunk, fill nail note and add a nail. (fig, 8) For wood framing, under driven nails should be lit flush to the plank with a harrin"ef (For steel framing, remove and replace nail) Do not use aluminum fasteners, staples, or clipped head nails, 3', A countersunk, L41,\A fill & add nail snug flush USJ 00 NOT DO NOT Figure A Figure B under drive nails staple James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven If selling the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hainarei - Does net apply for installation to steel framing), CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch Lip CclorPlus products. CAULKING For best results use an Elastomieric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with AS7IvI C834, Caulking/Sealant must, be applied in accordance with the caulkingisealant manufacturer's written instructions, Note: OSI Quad as well as some other caulking manufactuers 00 NOT allow tooling. PRIMING & PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products, James Hardie' products must be painted within 180 days for primed product and 90 days for unprimed, In addition non ColorPlusproduct versions of Hardieshingle" Siding require a field applied prime coat. 1100% acrylic primers and topcoats are recommended. Go not paint when wet. For application rates refer to paint manufacturers specifications, back rolling is recommended when paint is spray applied. COLORPLUS ' TECHNOLOGY CAULKING, TOUCH-UP & LANIINATE Cafe Should be taken when handling and cutting James Hardie Color -Plus products, During installation use a ,vet soll, cloth or soft brush to gently wipe off any residue or construction dust let,, on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus' Technology touch up applicator, Touch -UP should W used sparingly. If large areas require touch- up, replace the damaged area with new HandieShingle' siding with ColorPlus Technology. Laminate Meet, rnL1St be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched Caulks are available from your ColorPlus' product dealer Treat all other non -factory on', edges using the ColorPlus Technology edge coater& available from your ColorPlus product dealer Note: James Hardie does not warrant the usage of third party touch up or paints used as touch -LIP an .lames Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch -UP that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus , Limited Finish Warranty. PAINTING JAMES HARCIIE>> SIDING AND TRIM PRODUCTS WITH COLORPLUS' TECHNOLOGY When repainting C010(PILIS Products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, clirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardier Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using Color -Plus products, refer to the ColorPlus touch up section PECOGNITCRri accorriancem1h CC ES Fvaivatop Rowt ESTI-KAX, HardieShingie p Wing s ,ecognized as a r able aitemate ro tf n1 Teclzed in: N 2006,21109,&2012 nierriatonai Resioentai (Vie or One- and Two-Farnty Di,,,,eMrxjs, and to 2006,2009, & X12 jiternatiorui Efuldtog Code, Hard,,eShngie an Wings also recognized for alpffilcawn in 1,netilllixvinit: City o, LcsArxfs Peseafch karaor No 2, 1862, State of Fooda listing P0889L Care Counitt, Fax1a NCA,% 02-0729 02, J.S. DeroL of HUD %laterais Ro?ease 1263c Texas Cepan:infte of mirame Prorlwt Fvakix.,,cri EC-23 City of New York Mbi, 223- 93-,%I,at,4Caiit(xii4GSA PA-019information micermiff the suralotli'.y of this pro(W, for soec,,fic apt0camns Q 2 0lease visit wwwJameshardie. com for Addi 013 JamesHardeBavingProducts, Inchc Ail nfj!irs reservifirl tionai 10. Sid, and 131 denote trademarks or registered trademark of Product Information and Avatlabiitj Jame sHardie James Hardie Tnivicifogy Limited, is a rLg,stertad Installation Information. Warnings, and Warranties trademark of James Haefe Tectin0iogy Limited91 HSI 11211` 56 6/13 1 2/1512017 Florida Building Code Online FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249.9743 grahmati@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@\alummumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost0aluminumcoilsinc,com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence F101 2 _l9 " 9—'LLILSOffits 2—df Referenced Standard and Year (of Standard) .5tandard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code YsAr 1986 https://www.floridabuilding.orgtpr/pr_app dtlaspx?param =wGEVXQwtDquk24AUC%2fEH lVlrNrkL4bysALEZSXIvljsX5GEO%2f 1 C)(zYpyxA%3d%3d 112 211150017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 Summary of Products FL 9 Model, Number or Name 12194.1 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use Description Aluminum soffit panels Installation Instructions EU2l.94_R1_L' ALQIAI t vIluato 2jftits pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports on Re rr 14 FB dT4 Created by Independent Third Party; Yes C2ZAU-YU 6- r I - e Pl 9 Zh-4 7-4 The State of Florida is an AA/EEO employer, Copy"ah 2w,7-2013 Stare f Fl ri .: !Lrjv. A Sta( Merit :; ACCeSSihilfty statement Under Florida law, email addresses are public records. If you do not want your -mail address released in response to a pubbe,records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact $50,48-1. L395, -pursuant to Section45,5.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F-S, Must provide the Department with an email address it they have one. The ernails provided may be used for official communication with the liceiesce. However email addresses are public record. If you do not wish to supply I personal address, Please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chaptor 455, F, S., please click re . Product Approva I Accepts; El 901 E3 M cred'l' Garci Safe h(tp,,i://www.floridabuilding,orgtprlpr—app__dftl.aspx?paraf-n=wGEVXQwtDquk24AUC%2fEH(virNrkL4bysA,LEZSXtvljsX5GEO%2flCXzYpyxA%3d%3d 2/2 TRlikN'ITY ERD EVALUATION REPORT Aluminum Coils Inc, 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH 84 DESIGN, LLC. Certificate ofAuthori7ation #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09-R2 FL12194-R2 Date of issuance: 02/26/2009 SCOPE: Revision 2: 06/23/2015 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use ofconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. foruseoftheproductundertheFloridaBuildingCode, The product described herein has been evaluated for compliance withthe5IthEdition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein andtheminimumprovisionsofFBC1710,9, CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referencedQualityAssurancedocumentationchanges, or provisions of the Code that relate to the product change. Acceptance of thisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product changes or thereferencedQualityAssurancedocumentationchanges. Trinity I ERD requires a complete review of this Evaluation ReportrelativetoupdatedCoderequirementswitheachCodeCycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed inadvertisingliterature, 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 itsdistributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial, This Evaluation Report consists of pages I through 3, plus a 16-page Appendix, Prepared by: Z— Robert J.M Nieminen, P.E. rho facsimile %Pat appearing was authorized by Rohert Nieminen. on 06/23J2015, This does not serve as n, eleCttol,CANY signedFloridaRegistrationNo. 59166, Florida DCA ANE1983 driCureort. Signed, —led hardColoes habeen transmitted to the Product Apinwal Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest inanycompanymanufacturingordistributingproductsitevaluates. 2, Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributingproductsitevaluates. 3, Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for whichtheevaluationreportsarebeingissued, 4. Robert Nieminen, R.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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any projectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specificallyforthatpurpose. TRINIT"( ERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement; Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein, 2, STANDARDS: Section Property Standard LX 1404.51 Wind AAMA 1402 2009 1710,9.4 Wind ASCE 7 2010 3. REFERENCES: Lafty Examination R f rgnce gate Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST 15 7 7) Wind Resistance CTLA 1847W 05/01/2008 CTL(TST1577) Wind Resistance CTLA 2076W 10/04/2011 PRI (TST5878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp.06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0,0135-inch thick, 3105 H-14 aluminum soffit panels in 16-inch sections, The reported net free ventilation areas are 22.3 in2/ft for the 16-inch 'full vent' configuration, 11.1 in2/ft for the 16-inch 'center vent' configuration, 12,5 in2/ft for the 12-inch 'full vent' configuration or 4.2 in?/ft for the 12-inch 'center vent' configuration. See Appendix I for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nierninen, 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 FBC HVHZ jurisdictions. 5.3 installations shall meet the minimum ventilation requirements of FBC Section 1203.2. SA Limitations relating to design wind pressure resistance are provided in Appendix 2. 5.4.1 "MOP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures, The MOP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone, as defined in ASCE 7 - 10, 5.4,2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4, 5,43 Use of Appendix 2 is limited to enclosed buildings (GCpi = + 0.18), no load combinations (Ka = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26,8.1 of ASCE 7-10 (K,, = 1,0) at the stated maximum eave height. Analysis for buildings failing outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. SAA Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required, 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report A13360.02.0-112 Certificate of Authorization #9503 FL12194-RZ Revision 2:06/23/2015 Page 2 of 3 TRINITY ERD 6, INSTALLATION: 6A Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject totheLimitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2,1 'Wood' substrate herein pertains to nail engagement into southern yellow pine, 6,2,2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to theminimumembedmentdepthsnotedinAppendix2, 6.2.3 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0.74-inch, 7. BUILDING PERMIT REQUIREMENTS: 7,1 As required by the Building Official or Authority Having Jurisdiction in order to Properly evaluate the installation of thisproduct. 7,2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710,9. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on production locations covered by F.A.C. Rule 61G20-3 CIA requirements, 9• QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC, Certificate of Authorization #9503 Evaluation Report A13360,02,09,112 FL12194-112 Revision 2: 06/23/2015 Page 3 of 3 ld' BLANK 3 / 8 PROFILE CHANN ALUMIMU M Exterior Research and Design, U.C. d/b/a Trinityl ERD Certificate of Authorization #9503 Robert Nierrimen, PE-59166 5 -_TY - P. 0.125 TYP, 2bz^s ate 50 TYR Evaluation Report A13360,02.09-R2 for FL12194-R2 Aluminum Coils, jr)c Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 ist, tVU"T Exterior Research and Design, LLC. d/b/a Trinity I E RD Certificate of Authorization 49503 Robert Niemmen, PE-59166 12' CLN L TRINITY ERD 12: PANEL Evaluation Report A13360.02 09-R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2()15 Appendix 1, Page 2 of 2 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. inch) Wall Side A I & 2 12 F-Channel (nailed to wood or block) A 3 12 F-Channel (stapled to wood) A 4 12 Channel (stapled to wood and screwed to soffit) B-1 5 16 F-Channel (nailed to wood) B-2 6 16 F-Channel (nailed to concrete or block) B-3 7 16 F-Channel (stapled to wood) B-4 8 16 Channel (stapled to wood) TRINITY ERD Eave Side MOP (psf) Page Fascia Cap 40D -40,0 2-3 1111cla Cap 148,0 -64. 2 4-5 Fasica Cap 4&0 -64. 2 6-7 Fascia Cap 25.6 -25.6 8 Fascia Cap 333 -33.3 9-10 Fascia Cap 27,01 36.1 11.12 Fascia Cap 23.5/ 31A 13-14 I The tables herein pertain to the soffit materials and their attachment to the substrates Substrates shall be in accordance with FBC requirements to theSatisfactionoftheAHJ. 2 5 6, MOP" = Maximunn Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 fordeterminationofproject - specific design wind Pressures. The MOP for the selected soffit installation shall meet Or exceed the design wind pressurerequirementfortheprojectforeachpressurezone, u Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710,9.4. Tables are limited to enclosed buildings (GC1, = - 0,18), no load combinations (K. = 1) and site conditions and location of the structure that do not meet allconditionsspecifiedinSection26.8.1 of ASCE 7-10 K, = 10) at the stated maximum eave height. Analysis for buildings falling outside these constraintsshallbeonaproject -by -project basis by a Florida Registered P.F, Reference to "OK" indicates the System performance exceeds Project requirements for that Pressure zone. Reference to "NO" indicates additionaltestingisrequired. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan -view dimension or 40% of the mean roofheight, whichever is Smaller, but not less than either 4% of the least horizontal Plan -view dimensionOn or 3 Feet, as Outlined in Figure 30.4-1 of ASCE 740. 7, For existing substrates, the AH) may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shallreviewthedataforComparisontotheminimumrequirementsforthesystem. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC, d/b/a Trinity] ERD Certificate of Authorization #9503 Evaluation Report A13360.02,09,R2 for FL12194-R2 Prepared by: Robert Nieminen, PE-59166 Revision 2: 06/2 3/2015 Appendix 2, Page I of 14 FASCIA SLIP BOARD SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" TRINITY ERD STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" ac, 1-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA nf7TA11 Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Evaluation Report A13360,02.09,R2 for FL12194-R2 Prepared by: Robert Nieminen, PE-59166 Revision 2: 06/23/2015 Appendix 2, Page 2 of 14 Table A -la: System No. I & 2 - Exposure B Eave Height (ft) Pressure Zone 0 < h < 30 4 E ve< 0 H h Heightght1 30Tfl) Pre re Zone 4 5 30 4 0<h<40 4 0 : So 4 0<h<50 5 D 4 50<h<60 55 TRINITY ERD Basic Wind Speed (mph) 11010 120 131 1300 140 ISO 160 1 70170 KOK0 OKOK OK0 OK OK OKOK OKCK OK0 OKOK KOK OK CK NO NONo OK OK OK OK OK OK OK OK OK OK0 OK OK OK OK NO OK OK NOUN NO0 MnN0 NO NO0 2K OK OK OK OK OK0 OK 0J-1 OK OK NO NO CK NO NO NO0 NO n0 NO0 40 Table A-1b: System No. 1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 OISO 0<h<15 4 OK OK OK OK F— Ko' 5 OK OK OK NO 15 < h < 20 4 OK OK OK OK NO OK 5 OK OK OK NO NO 20 < h < 30 4 OK OK OK OK NO 5 OK OK NO NO NO 30 < h:S 40 4 OK OK OK NO NO 5 OK OK NO NO NO 40 < h < So 4 OK OK OK NO NO 5 OK OK NO NO NO 50 < h < 60 4 OK OK OK NO NO 5 QK OK NO NO NO Table A-1c: System No. I & 2 - Exposure D Eave Height (ft) 77 Pressure Zone Basic Wind Speed (mph) 110 120 130 140 O<h<15 4 OK OK CK OK 5 OK OK NO NO 15 < h:< 20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO No 50 < h S 60 4 OK OK No NO 5 OK NO NO NO Exterior Research and Design, LLC, d/b/a Trinity) ERD Evaluation Report A13360,02.09-R2 for FLI 2194-R2CertificateofAuthorization #9503 Prepared by: Robert Nieminen, PE-59166 Revision 2: 06/23/2015 Appendix 2, Page 3 of 14 TRINITY EFL® TABLE A-2: 12-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. MCIP Max. Max. Max. SystemSystem Span inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. I%- Three (3) min. x /-inch One (1) min, x inch long x 0.072- 48,0 3, 12 wood crown staples 24* o.c. Wood Y.-inch crown 8" o.c. inch diameter x 48" o.c, 64.2 in a diamond staple min. A -inch head diameter trim nail pattern AP 4 X 1 /4- C STAPLES 50FF1 j_3j__LE OPEN RAFTER IAA ND PAiF RN 3/4* X 1/4* _I L AlL 5CROWNSTAPLES KIVCV41 WUSINGADIAMOND PATTERN FACIA BOARD IN 3/4' X 1/4* CROWN 1-3/** TRIM NAIL FACIA, BOARD 1-3/4" TRIM nNMLI sTApLE 'a* ON CENTER PAINTED S.S. - FASCIA CAP 4 " F'Q-IANNEL CAN BE PAINTED S.S.*B* WITH THE O.C. AN'7EUp OR INSTALLEO WITH THE OC3/4' X 1/4" I : D NAILING MANGE UP OR CROWN STAPLE DOWN WOOD SOFFIT- ` 1AX SOFFIT SUBSTRATE SOFFIT QELAIL Table A-2a: System No. 3 - Exposure B Eave Height (ft) Pressure Zone Basic wind Speed (mph) --- 110 120 130 140 150 160 170 180 190— 200 4 OK OK OK OK OK OK OK OK OK OK O< h <30 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK 30 < h < 40 5 OK OK OK OK OK OK OK OK r' NO NO 4 OK OK OK OK OK OK OK OK OK 40 < h < 50 5 OK 0OK OK OK OK OK 10K OKOK INO NO 4 OK 0OK OK OK OK OK OK OK OK NO 50 < h ,60 5 5OK 0OK OK OK OK OK OK 0NO NO NO Exterior Research and Design, LLC, d/b/a Trinityl ERD Evaluation Report A13360.02.09-112 for FL12194-R2 Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 4 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD Table A-2b. System No. 3 -Exposure C Eave Height (Et) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 1 0 < h < JS 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15 < h < 20 OK OK OK OK OK OK OK OK OK I 5 OK OK OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK OK_ OK NO OK OK OK OK OK 6K OK NO NO NO 30 < h < 40 4 OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO N 40 < h < 50 OK OK OK 2 K_ OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50 < h < 60 4 - OK OK OK OK OK OK NO NO NO 5_ OK OK OK OK OK NO NO NO NO Table A-2c: System No. 3 - Exposure D Eave Height (ft) Pressure Zone 1_10 120 Basic Wind Speed (mph) 130 1-40 1-50 1-60 170 0 < h < 15 4 OK OK OK OK OK OK OK OK OK OK OK OK OK NO 15 < h < 20 4 0 K OK OK OK OK OK 5Et OK6t OK OK OK 0 NO 20 < h < 30OK30 4 OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 OK OK OK OK OK OK No 5 OK OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK OK NO OK OK OK NO NO Z_ 50 < h < 60 4OK OK OK OK OK NO NO 5 OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I E RD Evaluation Report A13360,02.09-R2 for F112194-R2CertificateofAuthorizationti9503 Prepared by: Robert Nieminen, PE-591656 Revision 2: 06/23/2015 Appendix 2, Page 5 of 14 TRINITY ERD TABLE A-3: 12-inch Span, )-Channel (stapled to wood and screwed to soffit) & Fascia Cap7 ---- 7— Wall Side Eave Side J-Channel to Max. Substrate Soffit to J-Channel SoffitSystemSpanSub- Max. Fascia Cap No. (in.} strate Fasten Space Max. Fasten Space Sub - strate Fastener Max. Max. MOP Space Fastener Space psf) Cine( ) Three (3) min, #8 X one (1) Min. I min. Y x Y.- 4-inch One (1) inch long x 4, 12 Wood inch crown 24" o,c. long x min. % x 0,072-inch staples in a 3/8-inch 16" o.c. Wood Y-inch 8" O.C. diameter x min, 48" o.c, 48.0 diamond head crown Y.-inch head 64,2 pattern diameter staple diameter torn screw nail OPEN RAFTER 3/4" X 1/4' CROWN STAPLE "24' 01N CENTER USING A DIAMOND PATTERN Li CHANNEL 1-3/4* TRIM NAlLJ PAINTED S,S, 48' O.C. WOOD OR BLOCK SUBSTRATE Table A-3a: System No. 4 - Exposure 8 FACIA BOARD FASCIA CAP 3/4. X 1/4' CROWN STAPLE _8' ON CENTER Eave Height (ft) Pressure Zone I Basic Wind Speed ( 110 120 130 140 1S0 160 0< h S30 4 OK OK OK OK OK OK 5 OK OK OK OK OK OK 30<h<40 4 OK OK OK OK OK OK 5 OK OK OK OK OK OK 40 < h < 50 4 OK OK OK OK OK OK 5 OK OK OK OK OK 0 50 < h < 60 4 OK OK OK OK OK 0 5 OK n. OK OK OK 0 1 R aQ)EFFDL_aTAPL_E IAA QN2_PATTFRN 319' Ci4ETA(!,. TAME: FACIA BOARD FASCIA CAP 3/ 4* X 1/4* CROWN STAPLE SOFFIT ---- J aaEEL1_&_ 7A 1A Q_ 1'TA1 L 7' 170180 80190 1902 0 200K OK0K OK K OK0K OK0OK OK N NO0OK OK OK OK OK OK NO NO OK OK OK OK OK OKOK NO NO OK aOKOKNO01( NO NO 0NO 0Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Evaluation Report A13360.02.09-R2 for FL12194-RZ Prepared by: Robert Nieminen, P&59166 Revision 2:06/23/2015 Appendix 2, Page 6 of 14 TRINITY ERD Table A-3b: -System No. 4 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 1120 1300 140 150 160 170 1 190 O<h < 15 OK OK OK0 OK OK OK OK OK OKK OK OK 0OK OK OKEOK OKRMOKNONo 15<h<20 4 OK OK 0OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK 6K OK NO 5 OK OK OK OK OK OK NO NO NO 30 < h < 40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40t<h < 500 4 KOK0 OK OK OK OK OK I OK NO NO 5 OK OK OK OK OK No No NO NO So50 <h < 60 4 OK0EO ]E OK E0OK OK OK OK 0 1OK 0tNO N 00 N NO K 0EN 07 NO Table A 3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 00 < h :< 15SIS 4 OK 67K OK OK OK OK OK 55 OK OK OK OK OK OK NO 1515 < h < 20 44 OK OK OK OK OK OK OK15OKOKOKOKOKNOIMn 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK UK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK 0 K K OK OK NO NO 5 0 ±K OK OK NO NO NO---] Exterior Research and Design, LLC, d/b/a Trinity I ERU Evaluation Report A13360,02.09-R2 for FL12194-R2CertificateofAuthorization1*9503 Revision 2: 06/23/2015Preparedby: Robert Nieminen, PE-59166 Appendix 2, Page 7 of 14 TRINITY ERD TABLE 1: 16-inch Span, F-Channel (nailed to wood) & Fascia Cap Wall Side Eave Side Max, F-Channel OffV Soffit Fascia Cap Fastener Max. Spacing Fastener Max.. Max, Systemys No. Span inch) Substrate Substrate MOPMOPFdiameterSpacingFastenerSpacingfpf) psf) One (1) min. One (1) min, 1 Y- 3/8 inch head One (1) min. 3/8 inch long x 0,072- 16 Wood c , nail, 24" o,c Wood ricx3/8-inch crown 16 " o, c. inch diameter x 36" o,c 2 5625.6min, 1.25,inch staplestaple min, 3/16-inch embedment head diameter ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVIERHAiNG WIDTH VAR4F-S) F" CHANNEL FASCIA LIP 1/4 STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE Table 8-1a: System No. 5 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 0 < h < 30 4 OK OK OK 5 OK OK NO 30 < h < 40 4@WOK OKOK OKOK 5 OK NO NO 40 < h < 50 4 OK OK NO0 5 OK INO NO 50 < h < 60 4 OK CKOK NO0 5 OK 0 0 Exterior Research and Design, LLC, d/b/a TrinitylERD Evaluation Report A13360,02.09-R2 for FL12194-R2CertificateofAuthorization #9503 Prepared by: Robert Nierninen, PE,59166 Revision 2: 06/23/2015 Appendix 2, Page 8 of 14 TRINFry ERD TABLE B-2: 16-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side Max. F-Channel Soffit Fascia Cap Fastener Max. Spacing Fastener Max. Spacing Fastener Max, Spacing System No. Span inch) Substrate Substrate MDR Psf) One (1) min, One (1) min, 1Y, Concrete 0,097-inch One (1) min. 3/8 inch long x 0,072- 6, 16 or CMU diameter T-nail 24" o.c Wood x 3/8-inch crown 16" o.c. inch diameter x 36" o, c 33.3 block or stub -nail, staple min. 3/16-inch min. S/8-inch head diameter embedment trim nail FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. I I — I - - - S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE aOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity( ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360,02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 9 of 14 TRINITY ERD Table B-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 210 120 130 140 ISO 0 < h < 30 OK OK OK OK OK OK OK OK OK NO 30 < h < 40 OK OK OK OK NO 5 OK OK OK NO NO 40 < h < 50 4 OK OK OK K NO 5 OK OK NO NO 5So0 < h < 60Et24 OK OK OK NO S E OK OK - NO NO NO Table 8-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK NO No 15 < h < 20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 OK OK OK NO-.-- 5 OK- NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40 < h < 50 OK OK NO NO 5 OK NO NO NO 50 < h < 60 OK OK NO NO 5 NO NO NO NO Table 8-2c: System No. 6 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 0 < h < 15 4 OK OK 5 OK NO 15 < h < 20 OK OK 5 OK NO 20 < h < 30 4 OK OK 5 NO NO 30 < h < 40 4 OK NO 5 NO NO 40< h <50 4 OK NO 5 NO NO 50<h<60 4 CK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FLI2194-R2 Certificate of Authorization 1$9503 Revision 2: 06/23/2015 Prepared by: Robert Nierninen,PE-59166 Appendix 2, Page 10 of 14 TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Max. F-Channel System Span Max. No. (inch) Substrate Fastener Spacing Substrate Three (3) min. 1: x Y.-inch 7 16 Wood crown staples 24" O.C. Wood in a diamond Pattern TRINITY ERD Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing psf) One (1) min. 1%, One (1) min, x inch long x 0.072- F.-inch crown 8" o.c. inch diameter x 48"' o.c, t27.0 staple min. `Y-inch head 36.1 diameter trim nail OPEN RAFTER VVK' ' SOFFIT STAPLE CROWN STAPLES USING A D"ONO i l 1-1 DIAMOND PATT RN D TAIPATTERNe' KrvnWj FACIA HOARD sr.tzs i FASCIA CAW I 3/4' x 1/4' CROWN STAPLE "B' ON CENTER1'3/4" TRIM NNL 1-3/4" TRIM NAIL FACIA BOARD F' CHANNEL CAN BE PAINTED S.S. 48" PAINTED S.S. INSTALLED WITH THE O.C. NAILING FLANGE UP OR FASCIA CAP DOWN 3/4- X 1/4- CROWN STAPLE WOOD SOFFIT_ Ma.tan SUBSTRATE SOFFIT UFFIT FASCIADETAIL Table B-3a: System No. 7 - Exposure 6 Eave Height(ft) Pressure Zone B 110 120 0 < h < 30 4 OK OK 5 OK OK 30 < h < 40 4 OK OK 5 OK OK 40 < h < 50 4 OK OK 5 OK OK 50 < h < 60 4 OK OK 5 OK OK Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 sic Wind Speed (mph) 130 140 ISO 160 OK OK OK OK OK OK NO NO OK OK OK NO OK NO NO NO OK OK OK NO OK NO NO NO OK CK NO NO aK NO NO NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 11 of 14 Exterior Research and Design, LLC, d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by; Robert Niemmen, PE-59166 TRINITY ERD Evaluation Report A13360,02,09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 12 of 14 TRINITY ERD TABLE 6-4: 16-inch Span,1-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side Max. 1-Channel Soffit Fascia Cap Max. Fastener Max, System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing psf)_ Three (3) min. One (1) min, IY4- x X-inch One (1) min, Y. x inch long x 0,072- 8. 16 Wood crown staples 24" o,c. Wood Y-inch crown 8" 0.c. inch diameter x 48" o.c, 23,5 in a diamond staple min. 1.-inch head 31.4 pattern diameter trim nail OPEN RAFTER 3/4* X 1/4* CROWN STAPLE *24* ON CENTER USING A OtAMONO PATTERN 7-1— 1-3/4- TRIM NAIJ PAINTED SS. 48' O'C ISOFTIT—V,ax ,;z.an WOOD OR BLOCK SUBSTRATE SOFFIT 5TAP( E DIAMOND PA RN A FACLA BOARD U, QELIL wro""I FASOA CAP 3/4" X 1/4' CROWN FACIA BOARD STAPLE "8' ON CENTER 1-3/4* TRIM NAIL PAINTED S-S. FASCIA CAP 3/4" X 1/4* CROWN STAPLE SOFFIT QFFIT & F65,r IA 2! Table B-4a: System No. 8 - Exposure 8 Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 0 < In < 30 4 OK OK OK OK OK 5 OK OK OK NO NO 30 < In < 40 4 OK OK OK OK NO 5 OK OK OK NO NO 40 < h < 50 4 OK OK OK OK NO 5 OK OK'__ NO NO NO 50 < h < 60 4 OK OK OK NO NO 5 OK OK NO NO NO Exterior Research and Design, LLC, d/b/a Trinity) ERR Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 119503 Revision 2: 06/23/2015 Prepared by: Robert Nierrimen, PE-59166 Appendix 2, Page 13 of 14 TRINITY END Table 8-4b: System No. 8 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 13 4 OK OK CK 0 < h < 15 5 OK OK NO 4 OK CK OK 15 < h < 20 5 OK NO NO OK NO 20 < h < 30 4 5 OK OK NO NO 4 OK OK NO 30 < h < 40 5 OK NO NO 4 OK OK NO 40 < h < 50 5 NO NO NO 4 OK NO NO 50 < h < 60 5 NO NO NO Table 8-4c: System No. 8 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 4 OK OK 0 < h < 15 5 OK NO 4 CK OK 15 < h < 20 5 NO NO 4 CK NO 20<h< 30 5 NO NO 4 OK NO 30 < h < 40 5 NO NO 4 CK NO 40 < h < 50 5 NO NO 4 OK NOL50< h < 60 5 NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERR Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 14 of 14 2/1512017 Florida Building Code Online Comments Archived Product Manufacturer GAF Address/Phone/Email I Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Rhone/Email I Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Rhone/Email Category Roofing Subcategory Asphalt Shingles 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 Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By LL1012-1 R-") COI 2016 01 C01 N,'qain - en, 5W"Ld ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 XgAr 2009 2009 2009 2008 1995 tAtps:llwww.floridabOlding,orglprlpr_app_dfti.aspx?param=wGEVXQwt0quracBeVCbdMQNZ06Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d'lo3d 112 2/15/2017 Florida Building Code OnlineSeCtionsfromtheCode Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 10124, 1 GAF Asphalt Roof 11 S I hingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section 5, 4 The Star' of Florida is an WEE) , a us Method I Option D 08/26/2016 08/26/2016 08/30/2016 10/t3/2016 Description Fiberglass reinforced 3-tab, laminated, 1 5 - -tab and hi p/tidgeasphaltshingles Installation Instructions ll::, i 0, 24 RI ) 11 201 Fl AlER n$ hi R 9mls- Verified'FBy: Robert Nieminen PE-59166 Created by Independent Third Party: YesEvaluationReports 1 4 RP A 21i58 FINAL 12, 08 F Created by Independent Third Party: Yes employer. under Florida fai,, Mail addres,,e.s are Public records. if you do not arr you, mail to this Intity. Instead contact the office by phone e-mail address released455275(t), Flo w in response to a PublIc-reconds equ,v, do rot son($ electronictlad,tiopal mail, it You Have any Questions, Statute, effective QCh)(ter k, 2012, licensees J;CenSd under Chapter please contact SSOA87.1395. "Pursuant to SectionOne, The ails provided may (der 455. F,S, Must prwje tre ou ,parl"nenr 'It" an e"'I adjiess r they od'ePersonaladdress, please be used Ot Official communication -th he 11cen a Hcnyeyer email addressepm"de the Depatniont nin an em"I a0dress mhtch an see. -S are public record. It you do not wish to suphly a455, F.S_ peahe rhape available O tne PUMICTo deterilline, if you at,, a licensee under Chapter 0ClickhVreProduct Approval Accepts: C RM EE C2 h' tp"'Avww-floridabuilding.orgiprlpr_app__pti,aspx?parani=wGEVXQwtDqL,racBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 2(2 TRINITY! ERD EVALUATION REPORT GAT I Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC, Certificate Of Aathorizat;on #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: 1,203) 262-9243 Evaluation Report 01506,01.08-R17 FL10124-RI5 Date Of Issuance: 01/03/2008 R--;-'-- 17 no ISCOPE: 1 q4WIJ This Evaluation Report is issued under Rule 6IG20-3 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 51" Edition (2014) Florida Building Codesectionsriotedherein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency notedherein. 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) 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 I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety, INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages I through 5, Prepared by: Robert J.M. Nienninen, P.E. The f--10 403! 4PPOA1119 w0$ --thofftod by 1.bat Florida Registration No, 59166, Florida DC4 ANE1983 I P E, r 03/31/2015. T,tii. do., .t twe ox 1, 5jnfd, taoled haedwpka h... W_ vw—,ttd to tf,, CFRTIFICATION OF INDEPENDENCE: 1-duet -1 P01-41 Ad-ntstir tot and toth, ,"a CSi", 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing ordistributingproductsitevaluates, 1 Trinity( 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 forwhichtheevaluationreportsarebeingissued, 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of theproduct. S. This Is a building code evaluation, Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retainedspecificallyforthatpurpose. RINITY;ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro__perty Stand NA Year 1507,2.5, R905.2,4 Physical properties ASTM D3462 2OC9 1507,231,10905.2.6, t Wind Resistance ASTM D3161 20019 15071,71, JR905.2.6. 1 Wind Resistance ASTM D7158 2OC8 1507.2.7.1, R905.2.6J Wind Resistance TAS 107 199S 31 REFERENCES: in QU Examination Ref2Egpce 2-kN GAF (PDM. 1915) Letter of Equiva ency Seat -A -Ridge impact Resistant IR 01/13/2012 PRI (TST5878) ASTM 03462 GAF-059-02-01 09/0212004 PRI (TSr 5878) ASTM D3462 GAF-080-02-01 05/25/2005 P RI (TS7 5878) Wind Driven Rain SAF-407.02-01 01/21/2013 UL (TST L 74U) ASTM D3462 93NK6295 11/29/1.993UL (TST 1740) ASTM D3462 99NK43835 01/12,120c0 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL (TST 1-140) ASTM 03462 01NK06632 02/02/20C1 UL (TST 1740) ASTM 03161, TAS 107 OINK9226 0S/21/20C1 UL (TST 1740) ASTM 03161 OINK37122 12/1812001 UL (TST 1740) ASTM D3462 01NK37122 12/19120C1 UL (TST 1740) ASTM 03161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM 03161, TAS 107 02NK30871 09/0912002 UL(TST 1740) ASTM 03161 03CAS367 03/111/2003 Vt, (TST 1740) ASTM 03462 03NK26444 10/17!2003 UL (TST 1740) ASTM 03462 04NK13850 C6/0712004 UL (TST 1740) ASTM 0,1161 04N.K13850 G6/23/2CO4 vi, (TST 1740) ASTM D3161 04NK30546 03/10/2005 JL (TST 1740) ASTM 03462 04NK22009 05/06/2005 QL (TST 1740) ASTM 03161 04NK22OC9 or)/09/2005 UL (TST 1740) AZNA 03462 CSNK27924 02/10/2OC6 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2C06 UL (TST 1740) ASTM D3161, 03462 06CA18077 06/05/2006 UL (TST 1740) ASTM 03161, 03462 06CA18074 06/16/2C46 UL (TST 1740) ASTIV, D3161, 03462 06CA35251 10/18/2C06 UL (TST 1740) ASTM 03462 06CA31603 12/01/2CO6 UL (TST 1740) ASTM 03161,03462 06CA41095 12/27/2CO6 UL (TST 1740) ASTM D3161 07NK05228 03/-.3/IC07 UL (TST 1740) ASTM D3161 06CA31611 04/04/2007 UL (TST 1740) ASTM 0316; 06CA61148 04/09/2007 UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007 UL (TST 1740) ASTM 03161, D7158, D3462 09CAC6100 03/13/2003 UL (TST 1740) ASTM 03161, D3462 07CA55908 04/01/2008 UL (TST 1740) ASTM D3161, 03462 09CA10592 03/26/2009 U L (TST 1740) ASTM D3161, 03462 09CA06856 05/150009 UL (TST 1740) ASTM 03161. D7158, D3462 09NK06647 08/01/2c09 UL (TST 1740) ASTM D3161,D7158,03462 09CA27281 08/27/200 UL (TST 1740) ASTM 03161, D7158, 03462 1OCA35554 03/05/2010 UL (TST 1740) ASTM D3161, 07158, D3462 1OCA13686 05/15/7010 UL (TST 2740) ASTM D3462 IOCA07264 05/27/2010 UL (TST 1740) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM 03161, 07158, D3462 10NK11951 10/30/2010 UL (TST 1740) AST:J 03161,07:58, 03462 IONK12070 11/04/2010 U L (TST 1740) ASTM 03161, 07158, D3462 C8CA06100 01130/2010 Exterior Research and Design, LLC, Evaluation Report 01506.01.08-R17 Ceftflicate Of Authorization #9503 FL10I24-RIS Revision 17:03/31/2015 Page 2 of 5 Entity UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) U1 LLC. (TST 9628) U LLC. (TST 9628) UL, LLC. (TST 9628) UL, LLC, (TST 9629) UL, LLC. (TST 9628) UL, LLC, (QUA 9625) UL, LLC. (QUA 9625) UL, LLC. (QUA 96 2S) A LLC. (QUA 96 25) UL, I.I.C. (QUA 9625) UL, I.I.C. (QUA 9625) UL, LLC. (QUA 9625) UL, LLC, (QUA 9625) UL, LLC. (QUA 9625) UL, LLC. (QUA 9C25) UL, LLC. (QUA 9625) UL, LLC. (QUA 9625) UL, LLC. (QUA 9625) Ex mi"tu ASTM 03151, D7158, D3462 ASTM 03161, D7158, 03462 ASTM 03161, D71E8, U3462 ASTM D3161, U71S8, U3e62 ASTM 03161, D7158, 03462 ASTM D3452 ASTM 03161, D7158, 034()2 ASTM D3161 ASTM 03161 ASTM 03161 Quality Centro! Quality Controi Quaiity Control Quality Control Quality Control Quality control Quality Control Quality Control Quality Contra[ Quality Control Quality Control Quality Control Quality Control Reference IOCAS3934 IICA48924 11CA417919 11CA48,108 IICA48725 12CA34891 12CAS8151 12CA38083 13CA32332 13CA37934 Inspection Report, R21, Mob, a, At Inspection Report, R21, MYerS'Own, PA Inspection Report, R21, Tuscaloosa, AL Inspection Report, R21, V'^Ngan Cty, jN Inspection Report, R21, Shafter, CA Inspection Report, 121, Savannah, GA Inspection Report, R21, Minneapolis, M,14 Inspection Report, R21, Mt. Vernon, m Inspection Report, R21, Baltimore, Mu Inspection Report, R21, Tampa, FL lnspection Report, R21, Dallas, TX lnspectlon Report, R21, Ennis, TX inspection Report, R21, Fontana, CA Date 03/31/2011 10/22/20' 1 12/03/2011 12/08/2011 12/09/2011 1011212012 02/15/2013 02/26/2013 06/18/20 ` 3 08/02/20;3 11/21/2014 02/C6/2015 02/20i2015 02/1912015 01/05/2015 12/23/2015 02/16/201S 02/10/2015 02/11/2015 03/05/2015 02/25/2015 01/07/2015 03/02/20is 4. PRODUCT DESCRIPTION: 4,1 41.1 Marquise' WeatherMax"', Royal Sovereign$ and Sentineiv are a fiberglass reinforced 3-tab asphalt roof shingles, 4,1.2 Camelot", Carnel0t* 11, Country Mansion" 11, Grand Canyon', Grand Sequoia', Grand Sequoia* IR, Monaco$, Sienna", Timberline American Harvest, Timberline' ArmorShield'" 11, Timberline" Natural Shadow*, Timberline HWO, Timberline* Coot Series, Timberline Ultra HQ` and Woodland" are fiberglass reinforced, laminated asphalt roofshingles, 4,1,3 Slateline'° Is a fiberglass reinforced S-tab asphalt roof shingle. u Hip& Riche Shinnies: 4 21 Seal -A -Ridge* Ridge Cap Shingles, Seal-A-Pidgell IR Impact -Resistant Ridge Cap Shingles and Timbertex* Premium RidgeCapShinglesarefiberglassreinforced, hip and ridge asphalt roof shingles. 43 5tarter S rtps: J_ - 4,31 Pro-Start Starter Strip Shingles and Weatherfilocker" Premium Eave/RakQ Starter Strip are starter strips for asphaltroofshingles. 5. LIMITATIONS' 5.1 This is a building code evaluation, Neither TrinityJERD nor Robert Nierniner, 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 ordesignguidanceunlessretainedspecificallyforthatpurpose. 5,2 This Evaluation Report is not for use in the HVHZ. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fireratingsofthisproduct. 5.4 Wind Classification: 5.41 The GAF asphalt shingles rioted in Section 4.1 are Classified in accordance with FFIC Tables 1507,2.7A and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in a`11 wind zones up toV11d = 150 mph (V,,, = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating, 5A2 The GAF hip & ridge shingles noted in Section 4,2 are Classified In accordance with FBC Tables 1307.2.7.1 and R905.2.6,1 to ASTM 03161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mphV , - 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, LLC. Certificate QlAuthoriaotion #9SO3 Evaluation Report OIS06,01.08-R17 FL10124-RI5 Revision 17: 03/31/2015 Page 3 of 5 JRINITY ERD 5.4.3 Classification by ASTM 07158 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, S.5 All products in the roof assembly shall have quality assurance audit in accordance with the florida Building Code and F.A.C. Rule 6IG20-3. 6, INSTALLATION: 6.1 Underlayment: 6.1.1 Vnderlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.23. 612 Starter Shingles: 6,2,1 Installation of Pro -Start Starter Strip Shingles and Weatherl3locker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions, 6.3 Asphalt Shingles: 6.311 Instillation 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: 0, Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (61 nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.15. Staples are not permitted, 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. 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 manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of I lenkel "Loctite Pl. S30 Roof & Flashing Sealant". 115* Sealant 1. (292 aim) sollanto25MM) (2$ Mtn) / 1-1 ice) Enduit datirchaite 7, , r_ 12. 305 MM) Natf Claw [ 6 5V - 7 5,8. 059 - f94 mm) 12' 306 flint) Exterior Research and Design, LLC. Evaluation Report 01506.01.08-11:17 Certificate of Authorization #9S03 FL10124-RIS Revision 17:03/31/2025 Page 4 of 5 TRINITY ,IRD 6,4,2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/3-inch head diameter, per shingle and beads of Sonneborn NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant 25 1-f N44 6.43 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FRC 1507,2,6 or R905,2,5. Staples are not permitted, 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. 1, 81 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 CIA entity for information oa which plants produce products covered by Florida Rule 61G20-3 QA requirements, 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3231 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report OIS06.01.08-RI7 Certificate of Authorization 99S03 FL10124-RI5 Revision 17:03/31/20I5 Page 5 of S 2115/2017 Florida Building Code Online Comments Archived Product Manufacturer InterWrap, Inc, Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupasC@interwrap.com Authorized Signature Eduardo Lozano elozano@inLerwrap.corn Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945.2891 elozano@interwrap.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 11/17/2017 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 Sections from the Code EL_15216P2 COI 10j,5 01 CO[ Nierniijen oct 1507.2.3 1507.5.3 1507.8.3 1507,9.3 https:llwww.floridabuildir)g,orgipripr_app__dtt,aspx?param=wGEVXQw(Dqv3yVVKJZlQRAdhyl2u8kQGQyljaHhVeiOPVSvxw$dCoQ%3cffo3d 1/2 2115/2017 Florida Building Code Online 1507.9.5 T1 507,8 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 15216.1 RhinoRoof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Method 2 Option 6 04/28/2015 04/29/2015 05/04/2015 06/23/2015 Description Synthetic roof underlayments Installation Instructions LL-15215-R2 11 ZQ_L5_A4FINAL ER \1 -,RLtD iLP-4-f .. L Verified By: Robert Nieminen PE-59166 Created by Independent Third Party; Yes Evaluation Reports R2 A: li-gL INA ER INTERWIRAP Created by independent Third Party; Yes The State of Florida isan AA/EEO employer, Under FlOrWO 1011, UnJ1I addresses are pohlic records. If you do not wrjok your e-mail address released in respo41se to d poblic-racords request, (it) not send electronic mail to this entity, Instead, Contact the office by Phone or by traditional mail, If you have any questions, pf!dSe contact 850,487-1395' `Pursuant to sechon 455.275( 1), Florida Statutes, effective ectotier 1, 2012, hcrtn5ees licensed Under Chapter 455, F.S, must provide the Department with an email address if they haveone, The ernalls provided may be used for official comrr-iunrcahoo with the licensee. However efoxi addresses are public record. If you do not wish to supply apersonaladdress, please provide the Department with anefflall azess which Car) be made available W the public. To determine if you are d IjCerriee irocler Ct)aprf,.r 455, F.S., please click liTt_ Product Approval Accepts: 9:10501 a Cledit cald Safe httPs:ltwww,floridalyjlding.orglprlpr_.Opp_,Otl.aspx?param=wGEVXQwtDqv3yWKJZlQRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 212 TRINITY ERD EXTERIOR RESEARCH 8, DES|GN,I.0 Certificate v/Authorization x9so3 ss»c*mSnAwSTREET, UNIT m3 OXFORD, crwmro PHONE: ( 2u3)2s2'yzm EVALUATION REPORT FAX: (203) 262-9243 Interwrap, Inc. 32923 Mission Way Evaluation Report 140510.02.12-R2 Mission, B[V2V-6E4 B15216-112 Date Issuance: 02/17/2012 Scopc: nevision2:04/37/2V15 This Evaluation Report is issued under Rule GlG2O'3 and the applicable rules and regulations governing the use of construction ".avcni u/ n neStateofFlorida. The documentation submitted has been reviewed byRobert Nie i P.E. for use ofmeproductundertheFloridaBuildingCodeandFloridaBuildingCode, Residential Vol mne»' products described herein have been evaluated for compliance with the 5w Edition (2014) Floridau i|ume. The semonsnotedherein. /nQ Code Docxnnow/ RhinoRoofUndedaymento LAueuwo: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted CownmuEoCowvuxwc;ThbEva|uadonReportisva|Nvmi}sudhhmeasthenamedpnuduct( s)chanXes, the referenced Quality Assurance documentation changes, urprovisionsoftheCodethatrelatetotheproductchange. Acceptance[ this Evaluation Report bythe named client constitutesagreementtonotifyRobertNieminenP.E. h » changes orthe referenced Quality Assurance documentation chanQecThn|ty/E8Dreqwire aco`p/' ie pro vaanunxepo e|ahvetoupdated[uderequirementsvv/theachCodeCyc|e complete m ADVERTISEMENT: The Evaluation Report number preceded bythewords " Tri nity may bedisplayed in advertising /fany portion of the Evaluation Report is displayed, then /rshall o*done i»its entirety, INSPECTION: Upon request, acopy of this entire Eva!«at(»n Reportshallbeprovidedtotheuserbythemanufactureroritsdistributorsandshallbeavailableforinspectionatthejob siteattherequestoftheBuildingOfficial. This Evaluation Report consists ofpages lthrough I Prepared by: ' Robert lK4.Nieminen, P.E. uao r s 6 nwm- omAxezeo °~""w m^n w ~""°° z rn"xv|Enn does not have, nor does it intend to acquire or will /, acquire, a ^°ouv' .v= / m'm»««m uc/uat=, ^ any company manufacturing or 2, mmty|sRDmnot owned, operatedu,controlled byany company manufacturing or distributing products neva|" ates 1 Robert "~omm rion ,x c nmhareports aren^will ve nvacvw/fi nancial 4. noh*mmmc ,p uv=n'have, nor will acquire, afinancial interest many other entity involved mthe approval processorthe 5. This is a building code evaluation. Neither Tnmty|monor nuuprt m/emmen p'c are, in ^»vw»» Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unlessretainedspecificallyforthatpurpose, 1 ROOFING COMPONENT EVALUATION: TRIM PI ( E RD 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by InterW a rp, Inc- has demonstrated compliance with the intentOffollowingsectionsoftheFloridaBuildingCodethroughtestinginStandardsComplianceissubjecttotheInstallationRequirementsandLimitationswithapplicablesectionsofthefollowingations / Conditions of Use set forth herein. 2. STANDARDS: Section Prol2erties 1507. 23, 1507 53, T1507,8, Unrolling, Breaking Strength, Pliability, Standard Year 1507 3,3, 1507 .9.3, 1507,9 5 on Heating Loss ASTM D226 2006 1507, 23, 1507 53, 15073 3, Unrolling, Tear Strength, Pliability. Loss on ASTIVI D4869 Heating, Liquid Water Transmission, 2005 Breaking Strength, Dimensional Stability 3. REFERENCES: EM! U EXannio ITS( TST1509) Physical Properties Reference Date ITS (TST I S()9) Physical Properties 100539395COQ-006 1012712011 ITS(TST1509) Physical Properties 100539395COQ-()02 10/27/2011 ITS (QUA1673) Quality Control 100539395COQ 006 03/14/2014 4. PRODUCT DESCRIPTION: Inspection Report 11/17/2014 4, 1 RhinoRoof UZO is a Multilayered Polymer Woven coated synthetic roof underlayment 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 producedinvariousothersizes. LIMITATIONS: 5, 1 This is a building code evaluation, Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of RecordforanyProjectonwhichthisEvaluationReport, Or previous versions thereof, is/was used for permitting or designguidanceunlessretainedspecificallyforthatPurpose. 5.2 This Evaluation Report is not for use in the HVHZ, 53 Fire Classification is not Part Of this Evaluation Report; refer to current Approved Roofing Materials Directory or test reportfromaccreditedtestingagencyforfireratingsofthisproduct, 5,4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced withinFBCapprovaldocuments. If not listed, a request may be made to the AHJ for approval based on this evaluation combinedwithsupportingdataforthePreparedroofcovering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows; TABLE 1: ROOF COVER OPTION$ Asphalt UnderlaymentShingles Nail -on Tile Foam -on Tile Wood Shakes Sh' I s Metal Slate or 0 Yes & Shingles RhinoRoofU20Simulated Slate No Yes Yes No 5-6 Exposure Limitations: 5, 6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. INSTALLATION: 6. 1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc, published installation instructions subjecttotheLimitationssetforthinSection5hereinandthespecificsnotedbelow. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirementsforASTMD226,Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of preparedroofcoveringtobeinstalled. Exterior Research and Design, LLC, Certificate OfAuthorizotion #9503 Evaluation Report 140S10,02.12.R2 FLIS216- 112 Revision 2: 04/27/201S Page 2 of 3 T 8. 9. T R I NI mom, R ID 63 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to removeanydustanddebrispriortoapplication, 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, orthosenotedin6.4,2. The use Of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameterPlasticormetalcapnailsOrFBCHVIAZnails & 1-5/8" diameter tin caps (with the rough edge facing LIP). The use ofstaplesisprohibited. 6.4.2 Single Layer- Roof Sloj2e > 4:12 End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24hoursuptomaximurn30-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 attachedpendingattachmentofthebattensonthesameday. 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. 6,43 Double Layer- 2-12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -widthsheetoverthestarter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimumhalf -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product, MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements, QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-332 1 END OF EVALUATION REPORT - Exterior Research and Design, LLC, CerttflcotL, OfAuthorization #9503 Evaluation Report W0510.02.12.R2 FLIS216- R2 Revision 2: 04/Z7/201S Page 3 of 3 IjProduct Approval USER: Rub@c User Florida Building Code Online uzlti. . ...... . ....... . PW*Catlons aC staff RCIS "tc Map unf(i Search I -'— _;? , - , Application Detail FL # Application Type Code version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License 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 FL16568-RI Revision 2014 Approved MILLENNIUM METALS INC 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol,com James Buckner jimmy@cbuckinc,net Tanya Steele 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac,-o)mtn i2000, net Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received James L. Buckner, P.E. Cni CBUCK, Inc, PE-31242 Keystone Certifications, Inc, 09/22/2026 Steven M. UriCh, PE I Validation Checklist - Hardcopy Received 1709.2 https:ltwww-floridabuilding,orgtpripr—app_Otl.aspx?pararn=wGEVXQwtDqvqqu2w%2bnFgUFtl4vGKu5UrT5vNIEPb8ldbqiEG9GRM%2fLw%3dOl,,3d 112 2J*1512017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Cate Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 16568,1 "MMI-2" Off Ridge Vent Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; +N/A/-75 Other: Refer to evaluation report for conditions and limitations of use, Refer to manufacturer's installation instructions as a supplemental guide, Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 Description Steel off ridge Vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions 11' -QL-kLH1l -1 e V ent - A 13 T i', I r: 3,3 to RT dfE VA R - P Verified By: James L. Buckner, P.E. @ CBUCK, Inc, P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports V -n- A —, ,143 3 Steel _EVALREPPH.29 Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent Steel or -Aluminum -Off -Ridge- vent wi-th 'Detacha-bl,e- Battle for shingle roofs mechanically attached to Plywood Deck, 4', 6', 8', 10' Nominal Lengths Limits of Use Approved for use in HVHZ: No Installation instructions Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure, N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. R.E. Other: Refer to evaluation report for conditions and limitations 931242 Created by Independent Third Party: Yesofuse. Refer to manufacturer's installation Evaluation Reportsinstructionsasasupplementalguide, E4;!,,58R I A - 02 1`1,111-2B OffRidl A5 Created by Independent Third Party: Yes acl The state Or Florida is an AA{EEO employer. S+ Ow talement under Ronda 141, C111dil addresses are public 'eco'cls. It you do rt t want yrg e-mail address release(: ;n response °O 4 public -records request, do not Serj ejeCt,,, "1411 to this entity instead, contact the Office by phone 01 by traditional mail. It you have any question$, Please contact 85'0 487.1395, 'Pursuant W Section455,275( 1), Flurda Stit,,teS, efPattive October 1, 2P12, licensed under Chapter 455, F-S, most provide the Departmentwith an email address I 1:11,ev haveOne. The email$ provided may be used for official communication with the licensee, However email addresses are public recrd, if you 10 not wish to supply aPersonaladdress, Please provide the Department with In earAit address wh,nj can be Made available to the Public. To d,,,,,,,". if YOU are a llrerivle under chapter455, F,S , please click it-L. Product Approval Accepts; 9:1 RA ED C2 Gre it Gar(,1 Safe https:dwwVV f1oridabLjiIdinq.orgipr/pr2pp_d1l aspx?paratn=wGEVXQwtDqvqqu2w%2bnFgUFti4vGKu5UrT5vMEPb8ldbqiEG9GRM%2fLfvv%3d%3d 212 pmmmww" rAwz CBUCK, Inc. Certificate of Authorization 1#8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval MWERHM11M Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P,E., SECB Florida Professional Engineer# 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1 — 7 COUCK, Inc, 2015.0102 10:57:51 -05'00' 1399 N, Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website.- www,cbuckinc.net FL0: FLl6S681R1 Date: 2/26/I5 Report No,:zsz04-wwz'suznvER_ w Page 2of7 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing Produ# Su Roofing Accessories that are anIntegral part ofthe Roofing System Compliance Method: State Product Approval Rule 6IG20-3.005(2)(b) Product/System °MM|- 2^Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached toPlywood Deck. Product Assembly ax Refer to Page 4o[this report for product aoembly truc ura|com Evaluated: components: 1, 'OffRidgcVent2. Fasteners l Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation,) Description: l5/3Z(minJn/ greater plywood, orWood plank (min. specific gravity ofO4J) Slope: Performance: Wind Uplift Resistance Design Uplift Pressure: ` 75 PSF Allowable design pressure for allowable stress design (ASD)with omargin of safety o/2to1 D="w= 0—k~ N=°/°= 8 m0 n m m w FL#: Fl16568.1R1 Date: 2/26/15 Report No.:IS- zo^'wwz'svzxV- Ex_m Page 3of7 CBmCK,^ric. Certificat,ofAm^orization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent ofthe code as this product isnot addressed specifically hn the code, ASTK8 E330' 02 — Itamdoo/ Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain N/oLls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5thEdition ( ZO14).Section 17O9I Evaluation Report This product evaluation is limited to compliance with the structural requirements o/ Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rub61G20-lOU1. Limitations and °Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions ofUse" throughout the report inaccordance with Rule 61G203.086. Per Rule 61G20-3,O04. the Florida Building Commission is the authority toapprove products under "Optional Statewide Approva|^ Option for application outside "Limitations and Conditions of Use" Rule 61620-lOU5(l)(e)allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized inthe [ode^ Any modification ofthe product as evaluated in this report and approved bythe Florida Building Commission is outside the scope ufthis evaluation and will bethe responsibility ofothers. Refer to applicable building code section for ventilation requirements, Design ofsupport system isoutside the scope of this report, Fire Classification is outside the scope of Rule 61G20'3. and is therefore not included inthis evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade &B/owandCounties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G2O'lOO5(])for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. ( FB[Organization #: QUA l824) Fl#: FL165@8.1R1 Date: I/26/15 Report No.: 15'10*mm2'sxmvcx_1: Page 4of7 mmCK,Inc. Certificote ofAvmorizatioo#8064 Components/Materials Ridge Vent: ^MM!'2^Off Ridge Vent by Manufacturer): Steel Thickness: 26@au#e (min,) Yield Strength: 40ksi min. Corrosion Resistance: |ncompliance with F8CSection 1S07.43: ASTIVIA792coated, or ASTIVI A6S] G9Ugalvanized steel Nominal Dimensions: Width: 24^ Height: 4^1/ 2~ Lengths: 3''4', 6''8'and KY Fastener(s)` Base Fastener: Purpose Attaches Ridge Vent Base Flange toDeck Type: Annular Ring Shank Roofing Nails Size : 1Igauge x1' " Corrosion Resistance: Per FB[ Section 1506.5 Standard: Per ASTN|F1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange toDeck Type: Hex -Head Wood Screw Size : #10x 1'1/ 2" (min.) Corrosion Resistance: Per FB[ Section 1506 6and 1507.4.4 Standard: Per ANS|/ASK4EB18. 6.4 Roof Cement: Type: Asbestos - free asphalt based roof cement w/S8Srubber Application Size 1/4^ thick minimum B#: R1BG8.1R1 Date: 2/26/15 Report No.: 15-1o4-Mw2-St0m/cx_14 Page 5 of 7 CBu Inc, Certificate of Authorizvm°#60x Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Referenced Data: Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, hack and side flanges of the ridge vent. Cement should be a 1/4^ thick and extend 2^ onto roofunderbyment. (Install cement incompliance with manufacturer's installation guideUnesJ Position vent flange beneath loosened shingles and align with deck opening, Attach vent top, bottom and side flanges to deck with nails orscrews spaced 4" o. caod 1'l/2~from each end. N Minimum fastener penetration thru bottom of support, 3/16", Install the ^WiK4|'2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections ofFB[ 5th Edition (20I4). The installation method described herein is in accordance with the scope of this evaluation report, Refer to manufacturer's installation instructions as supplemental guide for attachment, 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, |nc.(F8[Organization #TSTID: 1527) Repurt#: 00249. 02'450-1E, Report Date: 8/29/13 Z. Quality Assurance DyKeystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 4Z3 3. Certification cfIndependence UyJames LBuckner, P£ @aC8U[KEngineering F8COrganization ttANE1916) 13 rZ" k' J kl-'- i FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15- 104- M M 2- StORV- E R- 14 Page 6 of 7 15 U:Dllti4 5>trLicturol E=nglineerInQ CBUCK, Inc, Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. 4- 1/8 5-1/2" Profile Drawings 18-1/4" 1';"' Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Wtvll-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min, Wood Screws Lower Slope Front) Typical Side View (Not To Scale) 3" Higher Slope Back) FL #: FL 16568.1 RI Date: 2/26/15 r Report No.: 15-104,MM2-StORV-ER-14Ut= c" r urni Page 7 of 7 54DG2CIaft^W 5h-UC:ftXcM E=nqlneE=rinQ CSUCK, Inc. Certificate ofAuthorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o,c. 1 1/2" 4" o.c. I 4" o,c. Typical, Maximum Typical Fasteneqs) 11 Gauge Ring Shank Roofing Nail OR 10 min, Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. ll 6 FL e 8 Ft. L-j 10 Ft. 24!"""* Typical Ridge Vent Assembly Isometric View (Not To scale) Base Flange Typical Fasteneqs) 11 Gauge Ring Shank Roofing Nail OR 910 min. Wood Screws io CITY OF SANFORD BUILDING & FIRE PREVENTIONJUL01201? 1 PERMIT APPLICATION D W, 4'r, Y11 Documented Construction Value: S 1.0 Job Address: 2895 Gipper Cir., Sanford, FL 32773 Historic District: Yes 0 No F] Parcel ID: — 22-20-30-520-0800-0000 ResidentiaIF] Commercial nX Type of Work: New 1-1 Addition n AlterationEl Repairn DemoEl Change ofUse n Moven Description of Work: Install a commercial swimming pool Plan Review Contact Person: Patti Bowles Title: Phone: 407-999- 9010 Fax: 407-999-9050 Email: patti@bowlespools.com Property Owner Information Name CND -Reagan, LLC,/Reagan Pointe Homeowners Assn, Inc. Phone: 407-865-8226 Street: 225 S. Westmonte Drive, #3300 Resident of property? City, State Zip: Altamonte Springs, FL 32714 Contractor Information Name Bowles Custom Pools & Spas, Inc./Walter K. Bowles Phone: 407-999-9010 Street: 2044 33rd Street Fax: City, State Zip: Orlando, FL 32839 State License No.: CPC044072 Architect/Engineer Information Name: Kimes Engineering and Management Services, Inc. Phone: 941-749-0311 Street: 3990 SR 64 E. Fax: 941-746-7391 St, Zip: Bradenton, FL 34208 CityE-mail: Kent@kimesengineering.com Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A-1-1-ORNEV BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations is 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 inect 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. FBC105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30,2015 Penint Application NC)TICE: fit 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 tilnC 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 COnStRiCtiOn 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 0\Nrier,Agent Date Signature of Contractor/Agent Date Printtit Ovvrief/Agent's Name Print Contractor/Agent's Name 7 1-7 Signs t Signature of Notary -State of lorida Dateofrforiall VALEAtE y Patti L, Rowles Nowy Pok 4 CQWWS$*;T. F;12 NOTARY PUBLIC STATE OF FLORIDAMyComm. Explros WN 3. 201T COM=m#5244 Pe-rsoiTaITy- f7n(Tvi7to Me or wt iOwner7kgentContractoa9ti _ reed{ Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE QNLV Permits Required: BLIilding Electrical[] Mechanical R Plumbing[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - ft of Amps Fire Sprinkler Permit: YesF NoEl # of Heads — APPROVALS: ZONING: IL — 7 (o,1111TILITIES ENGINEERING: COMMENTS: sm Gas[] Roof[] Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes[] NoF1 91i' ll WASTE WATER: BUILDING: 7— Revised June 3t),2015 Permit Application A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: Documented Construction Value: $ 600 - Job Address: 2895 Upper Cir., Sanford, FL 32773 Historic District: Yes[3 No 0 Parcel ID: — 22-20-30-520-01300-0000 Residential[] ConiniercialnX Type of Work: New El AdditionEl AlterationLI RepairEl DernoEl Change of UscEl Move 0 Description of Work: Commerical pool wiring Plan Review Contact Person, Patti Bowles Title: Phone: 407- 999-9010 Fax: 407-999-9050 Entail: patti@bowlespools.com Property Owner Information Name CND - Reagan, 1-1-C./Reagan Pointe Homeowners Assn, Inc. phone: 407-865-8226 Street: 225 S. Westmonte Drive, #3300 Resident of property? City, State Zip; Altamonte Springs, FL 32714 Contractor Information NTanle HeladioTrujillo/ Ayala Electric, Inc. Phone: 386-789-3293 Street: 2678 Ainsworth Ave, , Fax: City, State Zip: Deltona, FL 32726 State License No.: ER0015333 Arch Itect/ E ngi nee r Information Naine: Street: City, St, zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: e Address: WARNING TO OWNER: YOUR FAILURE, TO RECORD A NOTICE OF CO'NINTENCENFENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMINITENCEMENT 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 CONNINIENCEMENT. 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 Nvl(h the date of application and the code in effect as of that date: 5n' Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NICE: 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 requ irements 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 plats 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 oft the executed contract exceed the actual construction value, credit will be applied to your pennit 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. h- - SignatureofO ner/Agent Date Print ormer/Agent's Nano Signa Signature ofNotary-State ofFlorida Date VALERIE WAGONER R > Notary Public - State of Florida t: OMMISSlen d FF 246926 btu/" omrn F.pirrs ynv 3. 2011 Owner/ Agent is ! Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced 7 Type of ID Produced ED Type of lD BELOW IS FOR OFFICE USE ONLY Signature of Contractor/Agent Date Print Contractor/Agent's Name Permits Required: Building Electrical Mechanical PlumbingE] GasE] RoofEl Construction Types Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Ycs[Q No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: CONMI NTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [J NoEl WASTE WATER: BUILDING: Revised. June 30, 201 S Permit Application POWER OF ATTORNEY Date: I hereby name and appoint An-gelo Santi? a a Brenda Gunther of Bowie to be my.lawful attorney -in -fact to act for me, and apply to CITY OF SANFORD for a Electrical permit for work to be performed at a location described as: Parcel ID M Section -22— Township gQ_ Range 30 Subdivision Block15DIgItParcelNumber) Lot Subdivision Name: TRACT B REAGAN POINTE Owner of Property: _CND — REAGAN, LLC/REAGAN POINTE HOMEOWNERS ASSN INC Project Address: 2895 GIPPER CIRCLE City: SANDFORD — Zip Code: 3277--,V and to sign my name and do all things necessary to this appointment. Heladio Trulillo Contractor Name) (Type or Print)(Contractor's License Number) U7irtractor Signature) The foregoing instrument was acknowledged before me, this&(9 day of of 201—) by who is personally known to the or who produced as identification and who did not take an oath. Na r me Seal Patti L. SoMes NOTARY PUBLIC STATE OF FLORIDA Notary Public (Signature) - *CommY FF945244 4ASA; Expires 1/9/2020 I Rev 03113/13 I Mission: Rick Scott To protect, promote & improve the health Governor of all people in Florida through integrated state, county & community efforts. Celeste Philip, MD, MPH HEALTHState Surgeon General Vision: To be the Healthiest State in the Nation June 5, 2017 Regan Pointe Pool 2895 Gipper Cir. Sanford, FL 32773 RE: Receipt of Application for Public Swimming Pool Operating Permit Regan Pointe Pool 2895 Gipper Cir., Sanford, FL 32773 To Whom It May Concern: This is to acknowledge receipt of an application for an operating permit for the above referenced public swimming pool on June 5, 2017, You have met the preliminary submittal requirements of Chapter 514.03(1), Florida Statutes (FS), and may file an application for a public pool construction permit with your local building authority. The department will review your application for completeness and notify you and the local building authority of any critical health and safety code inconsistencies found in your proposal that must be addressed before an operating permit can be issued. The Florida Department of Health (FDOH) may request additional information within 30 days. Please provide us with any changes to the application or plans submitted. After construction is completed and prior to opening, FDOH must conduct an initial inspection. Please provide at least 5 working days' notice to schedule this inspection. Prior to issuing your operating permit allowing you to open to the public we will require: 1. A set of plans and specifications as approved for construction by the local building authority, 2. A copy of the final inspection from the local building authority as defined in section 553.71, FS., 3. The annual operating permit fee. Thank you for your cooperation in this matter. Please contact Kurt Jennings at the FDOH in Seminole at 407-665-3610 if you have any questions. Sincerely, Kurt 9enniny Kurt Jennings Environmental Specialist 11 Florida Department of Health In Seminole County Accredited Health Department 400 West Airport Boulevard, Sanford, Florida 32773 PHONE: 407-665-3000 Public Health Accreditation Board www.SeminoleCoHealth.com CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688-5052 FAX: 407.688.5051 DATE: BUSINI ADDRE CONTP PLAN REVIEW INFORMATION CONSTRUCTION C/O FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO C) TOTAL FEES: z SCPAParcel View: 22-20-30-520-01300-0000 Propertv Record Card Parcel: 22-20-30-520-01300-0000 Owner: REAGANpO|NTEHOMEOWNERS ASSNINC Property Address: FL Value Summary 35 30 01, se 36 39/ 1\ Sales I Description _ D at e BookNo Sales Values Valuation Method Cost/Market Number of Buildings 0 Depreciated Bldg Value Depreciated EXFT Value Land Value ( Market) Land Value Ag Save Our Homes Adj $0 Assessed Value $ 0 Tax Amount without SOH: $0.1 2016 Tax Bill Amount $0.( Tax Estimator Save Our Homes Savings: $O.| Does NOT INCLUDE Non AdValorem Ass Exempt Values I Tax U oO U $ O 0 $ 0 O $ O O $ 0 Amount Qualified 6/ l0/70l7 f . STATE CERTIFIED XLE custom pools & s as,fnc.. G(3WIERC EAt ESIDEN.TIAL n s. rrt LICENSE 0 CP C044072 flCP C107750 RESIIDDENtIAL/tOi v RCLM'SWIMkWG FbQL'CONTItACT " #CF C055650 2044 33RD STREET PHONE: (407) 999-9010, ORLANDO, FL 32839 FAX; (407) 999-9050 THIS RES M4TLkL O FOOL CGNPRACT BETWEEN BGWLPS Ct79TG{ POOLS .0 SPAg INC, ("Contractor" and ' D. WEEKT.EIMMSfCND—RFdt LLC. _("Owner") whose address i€ 22,5 S. WES`1 40Ni Gf Ditd s 33 ALTANC)I 8 SP&IW6S FL 1 The Contractor and the Owner do hereby agree 8s Fol(ows: I. SCOPE O THTS WORK The Contractor agmo& ro build oao e 1 t ¢aft t sI6ft xtW c6p m nt (,pa (} car the OwneronthatcertainparceloftwatrolocatedgTRkotdataOn i5 s OitD '3 77 22-20—Q—S2Q—Q$QQ' "" x, FS . Canty, Florida (heratna(kut tofarced toss the "Property"} , which is Mora particularly described in tho Plans (as herein below defined). The Contramorahell conttruel dta Pool in accordance with the Specifications set forth below (hereinafter referred to as the."Speoifaootions'7 and the Plot Plan attached hcreto and made a part hereof(" Plans "). The Contractor agrees to famish all labor and materials necessary for construction and completion of the tool pursuant to the Planstad Specifications and to perform atl work required under this Contract is a good and workmanlike manner. The Plans are intended to be art approxtraate riPmsontation o f the Pool to be built and are not intended to represent an "as Wile' drawing because rho construction of tht Pool by the Contractor is sahject to restrictions beypad the control of the Contractor, including, without lirnttation, set back requirecnants, zoning, restrictions common to the subdivision, location of existing improvements, soil conditions and the Ilke. Elevation of pool, deco slab and slope of deck slab are to be determined by the contractor. Alt measurements on the Plans, and Specifications are approximate and tbora shall be no increase or decrease in the price of the Pool set forth below in the event that tnea€ uretrtents shown on the Plant and Specifications deviate from the actual measumments of the Pool. The Contractor mservas the right to substitute like or similar materials, equipment of fixnaros from those set forth in the Plane and Specidcatione, provided that such substituted materials, equipment or fixtures are oft quality comparabletothosesetforthintheSpecifications. 1, SPECIFICATIONS: M&TERLU S AND EQUTPM NT TO BE FURNISHED OR INSTALLED, AND WORKTO BE DONE: Greatest Wkith 16, GraatestLength Gr Spa NO Small Eqpt. Dig y Number Na Bobcat shuttle Y ShallowestDepth Pool Llgbt,,,U} 12Y 30QK Rcsoddlttg Owner Greatest Depth 51 Spa Light N/A Fence Retnoval/Replace Owner Filar We k Media EiE 1—=M 11 _ Pool Cleaner PRE—PLIks$ Ti gaWn Removal /Replace Owner R unap Sttt MG4G Chlot•tnaroriEMER Manual Cronin EIt Coping r1k ]iiTa g = Landscape Removo.URaplace Ovr car Gas Heater Dealt 2 X12 LLSTONE Scr•eanonContract Ftac` i on coitract Y•9 0- GAS LINES TANKS, AND HOOKUP Step Riurs N BabyFence X Lii2T1> CLIAM Radsed Beam --N/A --i`— Tormite neatment bf Homeowner: - BCP Electric Eie t Pump N0 r Tap Existing Lanai2rSHEIy&T021Hianl Dirt_ Drop Dirt T Spread Dart Requit7ad 60 AMPservice - NOT INCLUDED Interior Finish QQ OTHER ITEMS: Solar Tltat Pool Handrail aEUM LADDER (1) Automation A to 3. PRICE AND TERMS. The Contract pricy Is 4114,865.00 and is payable as fbllpws; (1) S 14486.50 10Y payable upon signing of this agreement by the Owner as adeposit; (2) S. a i s _ 3(sal, upon completion of dig and steel; (3) S$4, A SQ,5p 30% upon completion of coucreta Ounite shall; 4) S 22 s,273.00 T 30% plus extras if any, afttr rough dock is poured; larffl@"Q, (5) S balance, upon substantial completion of ail work, but In any avant, prior to pool being placed in operation. ZT, (10X) DE WATERING ROCK: 5 yards included; additional rock will be charged at S 125.00. _Per yard, plus tolls, if any. Approximate date of work will begin NOT earlier thin the forth (4") business day. 4. C7IANGX ORDERS. No change or variation from the Plans and Specificatioas shall not he: permitted hereunder unloas authorized and agreed to in advance by the Owner and by the Contractor in a written change order signed by both parties. Each change ordershail speottjr any Increase In the price specified in Paragraph 3 above. A minimum charge of $200,00 for each change order, togtthar with my increase in the Agreement price necessitated thereby, shall be paid to the Contractor prior to the doing of any ordering of any extra equipment or products In the chango order or, if thc'Contractor elyctt to commence the work or order the equipment or products required by the changeoilerpriortosuchOtLymcat (doom d to be oral and without written additions) such payment shall be made upon receipt by owner of en invoice for same. S. CONCEALED CONDITIONS. Should, any soil, subsurface or underground conditions adverse to the construction of the.Pool, including without limitation, underground pipes, conduits, hardpan, rack, oxoessive ground wator, inatiaqusto soil bouin$ capacity, faults, water seepage, septic tanks and drain fold, muck or any other surface or subsurface soil conditions ("Concaaled Conditions") be encountered, the Agreement price specified abava shall ba increased accordingly. The Ownu shall be completely and exclusively responsible for the Increase in the Agreement pdar tocuurd by the contractor duo to conditions which may be encountered doting construction. The Contractor, upon anonuatcring any such Concealed Condition, shall notify the Owner in writing of the existence o Psuch Concealed Condition and shall give the OwneranapproximatecostestimatetoremoveoreliminatesuchConcealedCondition: in the event additional,tcs ing or.oiher work is required In order for the Contmotor no famish the approximate cost eitimtte referred to above to determine the exact moue or extant of the Concealed Condition , the Owner shall he completely and exclugivcty responsible for the cost of such testing or other work, In the event that such Concealed Condition is In Contractor's tole opinion, of such a nature. that the Pool cannot be constructed in accordance with this Agieomea% then the Cau(ractor shall be added to terminate thle agreement, which the Contractor shall do by giving written notice tberoof totheOwnerpromptlyafterencounteringsuchConcealedCondition. In rite event that tha Contractor terminate$ this Agreement in accordance with the Contractor's right to do so under this subparagraph, thtu dic Contra' thrill be entitled to receive from the Owner too percent (10ai,) of the Agicoment price or the Contractor's actual costs to date plus ton perecat (109/4). whichever is greater. 6. NOTICE OF RIGHT TO RESCIND: Pursuant to Section 520.72, F1Qdda3jjW sou have the right to resatnld redo agreemcgt. Tb exercise this right p. mutt give notice in writing ofyourdecisiontorescindtoBawtosCustomPoolstitSpas, Inc. by tither certified moil or registered mail on or befota midnight of the third business day fallowing the execution of this agreement, This Contract ooatatas no completion cola and no liquidated damages or early completion award clauses. I HIIREDY AWOWLEDGE RECEIPT OP A COPY OF THIS CONTRACT AND STATE THAT I H HE ENTI IT OF THIS CONTRACT AND UNDERSTAND ALL PRO"IONSTERMSANDCONDITIONSTIIERfiOFsignedonthey / of l sR 20 .• OWNER: .. 'i Presented bySalasman G ADDRE 5• ' Accepted by BowlesCustomPools8tSpas, Inc __J 1rL PHONE NU ,^ ER: r+as eta-aw+ ttmrtt.saa. N° 01551 TERMS AND CONDITIONS 7, FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND: Payment, up to a limited amount, may,ba rvailala'coin t6a Flgridi Iicunttowgary' Construction Reoovery Fund if you lose money o a project performed tinder cotttract, whore rite lass results tkum speaifn violatirv4iWoru of the"Fa Law by a BernardContractor, For information about the Recovery Fund and ftlinf a claim, contact the Florida Construction Industry Licensing Board at ilia followh g telephone numberandaddress; Construction Industry Licensing Board, 2601 Blatxstom Road, Tallahassee- FL Construction Industry L395. 8, DEED, SURVEY AND TITLE FOLKS; (honer "as to provide Contraotor; without charge to Contractor, a completa copy of Owner's deed.to the abovedescribedproperty,. survey of said property, a d a copy of eny title insurance policy pertaining to the property Untrue be in Owner s poncss[oo. 4. OWNER'S RESPONSIBILITY AND WARRANTEES' Owner assumes Complcrc and $ales responsibility for the location, elevation sad orientation of tb"P9, 0l, and OWNER WARRANTS (1) the pool location Is not in violation of property tines, tot back linos or other governmental or subdivision covenants or restrictions; (2) Owner ia`tutborized to enter into this agreement and oo othor porson has a claim, lien, estate or right which precludes the construction of avfmming pool at the locationwithoutthatPerson's cement to this agreement: (3) Owner shall provide sufficient and_adequate water (to includes, but not limited to, water free ofstsin producingchemicalsorsubstances) and electric power to Contractor without cost to Contractor from existing electrio and water sources on the promises; (4) adequate accen to thePoolCiteforContractor's equipment and workmen, Ow or agroeing that Contractor's determination of ouch adequeoy or lack t(croof to be binding and conclusive; andS) Owner's complete cooperation in and (mmediato •chance at Owner's solo expense with all state, county and local jurisdiction statutes, codes, rules, regulations, orders and requirements for Construction, satiety, site access, surveying, resurveying, grading, drainage, split oioanup; and damage caused by Contractor or owner tocurbs, side walks, stracts, riglas of way or urllhies. Owner acknowledges all dimensions expressed on the front of this agreenent arc approximate and not preolso. IntheavantOwner's site access is Inadequate for use of normal and customary equipment and Coottactor finds the use of other equipment appropriate, Owner agraestopayContractoranyincreaseincostsassociatedwiththeusttofsuchotborequipment. Owner is Solely responsible for all unforeseen or unanticipated catditlons, and all underground conditions, foresean and unforeseen, such as, but not limped to, underground pipe, conduct, telephone lima, electrical cable, television or cable tolines, irrigation systems and sprinkler heads, hard -pan, rock, inadequate soil bearing capacity, faults, water seepage, and for damage caused by Or to any such conditionduringorsubsequenttoconstruction, and Owner will pay Contractor actual cost to Correct together with 10% overhead and 10% profit resulting from such conditions, 10. INDEMNLT'Y AGREEMENT;- Understanding the potential difficulties associated with the performance of tho work (the delivery Of heavy materials and equiptussttInlimitedspoces/developed aress to the fullest extent permitted by law, including ilia limitations set forth in ¢ 725.06(1) F.S., which are incorporated to this Contractbyroferenatbareta, Owner Specifically agrees to indemnify and hold harmless Contractor and its officers, agents, sad employees ("Indemnitec') from all liabilities, for damages to persona or property, including anameys feet and costs, incidental and consequontial damages, fires, penalties, and assessments, by reason of damage toPrivateand/or publically owned property, including, but not limited to, damage to sidewalks, drives, curb$, landscapes, irrigation, toilstundermiruin& utilities, personalproperty, boom. structures, and buildings (at the above described property or adjoining or neighboring property) ("Liability"), caused by, arising from, incident to, orConnectedwiththeperformanceornonperformance, of the work contemplated by this Contract, regardless of whether such Liability is, or is alleged to be, caused In partwhetherjoint, cortcurrent, or Contributing) or in whole by any set, omission, default, or negligence (whether active or passive ofInd Contractor agrees that the hndcmnifcatongivenhereinsteal! be limited to the amount of lass suffered by lndannitem, or $3,Q0p Q04 per occurrenaa, whichever is less, which amount i$ atipulstad bythepartiestobearareasonablecommercialrelationshiptothisAgreement. This Indemnification Is in addition to, and not in lieu of cocaine law indemnification s escation to whichIndemnitecisentitled. IL DEFAULT' If Owner faits to make any payment wtren done as set forth homin, or otherwise Kodanx or prevents Contractor from completing this Contract, or breachesOwner's responsibilities or warranties here!'', or otherwise breeches this Contract, Contractor may, at its option, (I) retain all amounts paid an this contract: 2) seek legal remedies to recover such additional amounts as may be due Contractor under law to include, but not limited to, anticipated profits, demoGzation coats, thebalanceofthocontractincluding, but not limited to, personal property, filtration equipment, and other pool equipment, and supplies provided to Owner under this ContractPersonalE11Paly.,.Tbc Owner agrees that all filtration equipment and other pool equipment and materials shall be doomed personal property even though in somemannerafftxcdorattachmenttotherealpropertylegallydescribedheroin, 11. LINIPMD WARRANTY: Any warranty hereluefter described Is strictly limited in the manner set forth, No warranty under this cantraot is enforceable unions Ownerhasmadetechandovarypaymentwhendueandowing, timely payment being a strict condition precedent to enforceability and effectiveness of any limited warranty. In addition all limited warranties are contingent upoa Owner ttcrnishhng Contractor at the address noted above, by certified mail, return receipt raqutsted, writtennoticeofthedefectwithinthewstrarutyperiodandwithinthetimespecifiedinparagraph2,C, below. Contractor's sole and exclusive obligation under the limited watrl uiesistoeitherrepairormplacewithinareasonabletimeasidentifiedinthiscontractanydefectivegoodscoveredhereby, subject to the temut of the warre tles set forthheroin, The warranties provided for heroin are expressly limited to the Owner and shall not be transferred or assigned to any other person. A. LIMITED STRUCTURAL WARRANCY: The, pool structural Shall is warranted not to leak due to cracking from the date of initial chlorination, so tong ore Owner maintainsownershipofpr+openty, This limited structural warranty does not extend to or cover any loss or damage to the pool shall due to lack of mahuertance, soil conditions, soilsetacment, damage due to caused in whole or in part by other construction st the site or in the area, or any Act ofOod ornatuuat phenomeuoa. This limited structural warrantyisvoidifthepoolisnotkeptfullofwateratoftimes ("full" means a water love] within three inches of the highest edge of the pool and coping). B. LIMITED WARRANTY: Contractor warrants for a parted Of am year from data of initial chlorination of the pool the. electrical and pl mbing i statWio' and anyappurtauuttstructuresorequipmentfamishedpursuanttothecontract, to be free from defects in material and workmanship under normal use and service; msidW,.ltaaxvmallmaterialsfamishedtotheOwnerunderthepoolconstructioncontractwhichconsistsoffinishedproductspurahasodbyContractoraresubjecttotinemanufacturer's warranty, if any, and Contractor makes no warranty either expressed or implied, icalud[ag any WARRANTY OF MERCHANTABILITY or FITNESS FORPURPOSEInrespectthereto, if the changes for SOMCiog, repair or replacement ofmanufacnuer'a finished products exceed the manufacturer's warranty or ifthemIsnomanufacturer's warranty or guarantee or if the defect or fldhuc was not covered under the manufacturer's warranty, Owner shall be solely responsible for allcharges. Can .sigircyzaa nra dxi ah 1i Rni.h nest for a mrio d nrnna —Av,m the daea rap t"t,tsl Rex xuuau«. nttttiCb as n stnot Conn on preeeda t ro rho eafarccment of this wamnty, Owner shall have and obtain, and mainta written record thereoG monthly aaalyds o2 ppsohwaterbyapoolchemicalprofesthoaalanalystandatalllimesmaintanthepactouterinbalancewithinthefollowingparameters: Chlorine IA3.0; Ph 7.4- 7,6; Aikatinity 90 1Q0 ;Calcium 2Sp 3SQ; Stabilizer 30.50; Soquaat s -.1Q-12 p.p.m„ mein' one; dissolved Salida I,OQ0.2,Q00p,p m,; otherwise this limted shall fltush coatrrarranrysha21immadiataiybevoid. Conraator war urts rho ppoaol leak xlab m he frees frann dtfbcts of matnr aI and workmanship under narrnal use and satv[aa for antsyearfromthedateofinitialehlorhutiooofthepcaLQwncrandratuoethat the peal slab will crack due to sooting and/or weather elaarigm Contractor doe not warrant eitherexpresslyozimptiadtyCryCraclutinthepoolslabofoae-quarter finch widf ur lass sa lung a no substantial dispar ty atalevattans exists and than only in tlta avantlidafaCtsinmalarialorworkmanship, Thfa lhmhted warranty does not axteud to or cover any Casa or damage due to or caused in whole or in part by lnCtc of nahttanaace, snitCo. sail settIo. athpt coflstwoHon at the site- or In the arm., or any Act of God or natural phenomenon. C. ALL OTIMR WARRANTIES EXCLUDED: ALL OTHER WARRANTIES ARE EXCLUDED, WHET -HER F..XPRESSED OR IMPLIED BY OPERATION OF LAWOROTHERWISE, INCLUDING ALL IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS. CONTRACTOR SHALL NOT BE LIABLE DIRECTLY ORINDIRECTLY) UNDER ANY CIRCUMSTANCES FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES ARISING OR RESULTING FROM A BREACHOF^CONTRACT OR OF WARRANTY UNDER THE SALE, CONS rRUCTION, INSTALL ATION, HANDLING OR USE OF THE GOODS SOLD. CT OR OF WARRANTY ORFORBILITYN13OLIOBNMARERANDEXPRESSLYLIMITEDTOTHEGIER'S EXCLUSIVEVING INGOFCREDIT ORDIES ER, EITHERFORBREACHOFRk+PLACEMENT. CONTRACTOR MUST E OIVEN WRrrTEN NOTICEIDENTIFYINGTHEDEFECTWITHINTEN (10) DAYS AFTER OWNER HAS ACTUAL., CONSTRUCTIVE OR IMPLIEDNOTICE OF THE DEFECT ORANYSUCHDEFECTISWAIVED. OWNER MUST ALSO GIVE CONTRACTOR THE OPPORTUNITY TO INSPECT THE ALLEGED DEFECT. TO OLVHAREQUIREDNOTICEOFDEFECTWITHINTHETiMEPROVIDEDCONSTITUTESAWAIVEROFTIEDEFECTANDOFACLAIMFORCREDITORREPLACEMENT. CONTRACTOR'S RESPONSIBILITY TO OWE CREDIT OR REPLACEMENT IS FURTHER LIMITED TO THE. EXTENT THAT CONTRACTOR IS ABLT, TO OBTAIN EQUIVALENTCREDITORREPLACEMENTFORMTHUORIGINALMANUFACTUREROFSUCHGOODS, D. During Contractor's warranty period, Owner assumes complete and ale responsibility for obtaining Contractor's permission on any additions or changes to svimailngpoolandequipmentbysubmittingplansandspecificationstoContraetarforCo.trsctor's approval. Failure to obtain Contractor's approval may, at Contractor'sdiscretionvoidthewarranty, 13. DEFTNTrIONS: " Contractor" means Bowles Custom Fool& and Sl as Inc. "Owner" sball be singular or plural as the contract requires and shall Include the hops, personal rcprestntatives, successors and assignees thereof. The mascultno included the feminine; the singular iocludes tha plural. 14, CONTRACT`. This contract represents the entire and integrated agreement between the partit$ hereto and supersedes any and allprior nagotiatiam, reprosentationa or agraumants, either written or anal. This contrast may not be changed except by written dmmge order signed by Owner and Contractor, Should any provision of this Contract bedeclaredinvalidbyacourtofoompateatjuisdiotioa, all other provisions hereof shall remain in effect, Paragraph titles are for convenience only and do not limit thesubjects, matters, or topics discussed therein, IS, PAYMENT: payments are due and owing in accordance with the schedule on the front side hereof and am past due thereafter. Contractor's record of date work Is performed shallbeconclusiveevidencethereof. Owner agrees to pay Contractor interest on any sum past due at the rate of 18% par annum, If Owner fails to comply with anyTermorCondhianofthisContract, or bocom as, in Contractor's op Won, unable to mat Owner's financial obligations hereunder; Contractor may torminsto this contractandpreserveitslegalremedies, No so firth or imadOn Of Contntemis shall cause ar'be construed as a walYer of any rigbL Owner agrees to pay Contractor all costsandexpensesofnegotiation, ooilcotion, suit or other legal action, including actual attamay's foes together with actual costs and expenses of investigation and litigation, Cadthat) also pay Cecil, expCnsea and actual attorney's fees incurred on appeal Including post judgment interest. owner walvp any and ail rivlaget and rights whichhmayhaveunderChapter4?. F7Gfidt SIALuto& misting to vecuc as h now exists or may hersofter be amended or construed and under any other applicable statute. OwnerandCanttaCIOtagrCethatanylegalactionbroughtbyoithar,to Construe this contract or enforce payment or compliance with the contract or these Terms and ConditionsshallbebroughtandtriedwithoutjuryintheappropriateCourtInOrangeCounty, Florida, es>. sorts • n..aan sw awns POWER OF ATTORNEY Date: f I hereby name and appoint Angelo Santiago or Brenda Gunther Of BOWIeZQUst0M pools &!5",s. Inc. to be my. lawful attorney -in -fact to act for me, and apply to CITY OF -SANFORD for a Electrical permit for work to be performed at a location described as: Parcel ID #: Section _22— Township ZO Range 30 Subdivision Block Lot 15 Digit Parcel Number) Subdivision Name: TRACT B REAGAN POINTE Owner of Property CND — REAGAN, LLC/REAGAN POINTE HOMEOWNERS ASSN INC Project Address: 2895 GIPPER CIRCLE City: SANDFORD Zip Code: 3277_-3 and to sign my name and do all things necessary to this appointment. Heladio Trujillo ER 0015333 Contractor Name) (Type or Print) (Contractor's License Number) Contractor Signature) JV_ The foregoing instrument was acknowledged before me this day of ke— of 20JD by_`— who is personally known to me or who produced k13 / 1 — _ T_ as identification and who did not take an oath. Seal No Patti L. Bo*Mes NOTARY PUBLIC STATE OF FLORIDA Notary Public (signature) Comm# FF945244 69 A% Expires 119/2020 Rev 03113113 City of Sanford Commercial Pool Permit Application Checklist All permit application packages must bmcomplete prior toacceptance. You must check each box to the left or indicate m/a on this wobmmittml. A complete application package shall include the following: m~ Pool Permit Application completed, signed and notarized, Application must include correct address and complete parcel i[>. nurnhnr. Copy ofacontract, signed bythe contractor and the property owner, indicating the documented construction value Completed and signed Electrical Permit Application. Copy ofthe contractor's license issued by the State of Florida till' A site specific notarized power ol"attorney shall be required frorn the licensed contractor if lie/she appoints an employee of his/her company to sign the permit application as the contractor. Ccdificoicofinxuruocc indicating the worker's compensation insurance coverage and nunningthe City of Sanford as certificate holder, or a copy ofa worker's compensation exemption issued by the State of Florida (nnua1heSubmitted with each application if contractor iothe upp|icunA. Two (2)sets signed and sealed pool construction plans. Two (2) site plans drawn to scale with accurate measurements are required. The dimensions o[areas shown ousite plan must match dimensions ufpool construction plans. Two (2) c"p|cu of the nuanufack/nrr`o ios\o||uiinu instructions for all accessories to pool (i.e., puoops, heaters, lights ..). CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN El Lot number O Address O Primary building setback lines/envelope O Equipment location O Easements: drainage, utility, etc. O Location ofseptic systems PLANS / GENERAL O Plans tol/8"scale O Dcai& ocr information: name, address, registration # onall pages O Design criteria: applicable codes and/or standards L] Code editions ineffect O Standards oareferenced O Method ofcompliance for the swimming pool barrier requirement El Safety glass requirement ELECTRIC U Bondi no/orouodinQ{opool reinforcement steel/ perimeter deck El Service location O Panel locations Revised February 20/5 O OFC| O Outdoor receptacles O Disconncdicgmomo O Switches/lights MECHANICAL O Equipment location O Anchorage for wind requirements O Clearances aiequipment PLUMBING O Piping Diagram INSTALLATION INSTRUCTIONS 11 Pool equipment manufacturer installation instructions INSPECTION: Pool, 8TSCLlMSr6Cll0N Inspection to be made after excavation, installation of reinforcing steel, and prior to placing ofconcrete 2. PLUM8[NUR0LK}HINSPECTION Toheapproved prior toplacing concrete shell. Verify piping per plans; inspect anti -entrapment system (if applicable u(this ntage). All piping to be inspected uhm|| be under ominimum pressure nf35psi for fifteen minutes. Piping nuus\ be sufficiently exposed to verify code compliance. All fittings required to be exposed. l EC6CTKlCRot UHiNSpECTi0N 8hd| Bonding to be approved prior to placing n[concrete shell. Check bonding requirements and clamps for code compliance. Clamps K0O NOT require silicone ur other covering. 4. EL6ClK|CUmVCKSC& tiRot UHINSPECTION To6napproved prior toinstallation ofpool deck. Verify equipotential bond and all applicable connections requiring bonding. Verify 12" minimum burial depth of conductors to pool equipment. 5. P1,UMO1mV2woN0lioDkV9PCCT10M piping shall be complete and run to equipment location. Piping mhuU be sufficiently exposed to vch[v code compliance; all fittingashall hcexposed. Piping shall be under a rninimurn pressure of 35psi for fifteen minutes. k pOOLDECK IN'SpECnON All previous inspections shall be approved prior to the pool deck inspection. w lnxpcuk`r shall vcd[' compaction of soil; verify |cnniic treatment within one foot of structure; and verify structural components (ifupp|icah|c). Deck area shall be completely prepared for application of final deck oou]oriu|. 8orbxd 6u6,vury20/5 10 w Contractor shall verify cornpaction of soil prior to scheduling inspection. {fCorrection Notice isissued for compaction of soil, an Engineer registered with the State of Florida shall certify compaction. 7. FINAL PLUMBING INSPECTION Verify all plumbing connections are water tight; verify all covers and finishes nfpiping are ioplace; and verify anti -eobopmcn\ installation iscomplete. pool to be fully operational. 8. FINAL CLCCTK| CUNSPBClOVN Verify all bonding and vvihn& is in accordance with the Code, Bonding ofall nnetu| within 60"o[pools edge and all equipment iyproperly bonded. Inspection required prior iofilling pool. 0.FINAL POOL UN9P6C]lON All previous inspections xhu| be completed and approved. All pcnnks issued in relation to the installation o[the pool shall have received their fioa| approved inspection (i.e., solar, gas, etc.). Pool sboU he [vUy operational; final grading to be connp|ckz|; and final e,udc to be nnu|cbed, seeded or sodded k`restore original vegetationorplan specifications. All construction materials and debris shall be removed Ovno 'ohnitc prior hofinal inspection. Any damage to the Righ\*f- Wuyshall berepaired. These guidelines were toassist the aplWicant in ommmooial I?oolyamit ionand may not be comj)lete. The aj)j,)1icant is required to meet all City qf*,5an/brd, state, and local code requirements. Revised: /--e6nm(y20/j REQUIRED INSPECTION SEQUENCE Qs. BUILDING PERMIT (POOL} Min Max Inspection Descri tion 10 20 Pool Foundation 20 Pool Plumbing Rough 30 Main Drain Piping 40 Pool Deck 50 Child Safety Inspection 60 1000 Plumbing Final 1000 Pool Final Inspection E l I Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Light Niche Bonding 20 Pool Bonding Grid 1000 Electric Final Descriptionkminspection REVISED: June 2014 f,hlll t#I t1 tf{11-i 11{1 t{1111{ifl I1t1 lift 7-200 Permit Number Parcel Identification Number 22-20-30-520-OB00-0000 Prepared by: Bowles Custom Pobis & Spas, Inc. Return to: 2044 33r4 St. Orlando, FL 32839 NOTICE OF COMMENCEMENT State of ELORIDA County of Seminole GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8968 Ps 1285 (1P9S) CLERK'S - 2017080469 RECORDED 08/09/2017 11:11:Q All RECORDING FEES $10-00 RECORDED BY hdevAre The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with the 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) Tract B Reagan Pointe, according to the plat thereof, as recorded in Plat Book $1, Pages 45 - 52 , of the Public Records of Seminole County, Florida. 2895 Dipper Cir., Sanford, FL 32773 2. Gencral descri tion oft t nd S' aluminum fence 3. Owner inforinahon Name: CND — Reagan, LLC/Reagan Pointe Homeowners Assn Inc Telephone Number Address 225 S Westmonte Dr. #3300 Altamonte Springs, FL 32714 Fax Number Interest in Property: Fee Simple Name & Address of fee simple titleholder (if different than owner): N/A 4. Contractor Name Bowles Custom Pools &c Spas, Inc. Telephone Number 407-999-9010 Address 2044 331 St., Orlando, FL 32839 Fax Number 407-999-9050 5. Surety (if applicable, a copy of the payment bond must be attached): C, Name N/A Telephone Number Address Fax Number Amount of Bond $ 6. Lender (if any) Name N/A Telephone Number Address Fax Number 7. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name N/A Telephone Number Address Fax Number 8. In addition to himself or herself, Owner designates of to receive a copy of the following Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: Phone No: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be l year from the date of recording unless a different date specified): WARNLNG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPER 713, PART I, SECTION 713.I3, FLORIDA STATUTES, AND CAN RESULT IN YOU PAYING TWICE FOR IMPROYNIENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. Signature of Owner or Owner's Authorized Officer/Director/Parmer Manager) Signatory's Title/Office) The foregoing instrument was acknowledggd before me thi day of Z-0 - f .20 , by as fac VT-y - S 1,a v__ (Type of authority i.e. officer, trustee, attorney in fact) for C-N — M L--t-1 (name of party on behalf of whom instrument was executed) who is personally know or produ ed as type of identification. Signature of Notary Public - State of Florida (Print, type or stamp commissioned name of Notary Public) tar YAt ER{E WAGONER A Nwify Public - State of F"A Commisulon # FF 246926 My Comm. Expires Nov 3, 2017 Rick Scott Mission: Governor To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Wlrii-d a* Celeste Philip, MD, MPH HEALTH State Surgeon General Vision: To be the Healthiest State in the Nation June 5, 2017 Regan Pointe Pool 2895 Gipper Cir. PERMIT Sanford, FL 32773 OFFICE RE: Receipt of Application for Public Swimming Pool Operating Permit Regan Pointe Pool 2895 Gipper Cir., Sanford, FL 32773 To Whom It May Concern: This is to acknowledge receipt of an application for an operating permit for the above referenced public swimming pool on June 5, 2017. You have met the preliminary submittal requirements of Chapter 514.03(1), Florida Statutes (FS), and may file an application for a public pool construction permit with your local building authority. The department will review your application for completeness and notify you and the local building authority of any critical health and safety code inconsistencies found in your proposal that must be addressed before an operating permit can be issued. The Florida Department of Health (FDOH) may request additional information within 30 days. Please provide us with any changes to the application or plans submitted. After construction is completed and prior to opening, FDOH must conduct an initial inspection. Please provide at least 5 working days' notice to schedule this inspection. Prior to issuing your operating permit allowing you to open to the public we will require: 1. A set of plans and specifications as approved for construction by the local building authority, 2. A copy of the final inspection from the local building authority as defined in section 553.71, FS., 3, The annual operating permit fee. Thank you for your cooperation in this matter. Please contact Kurt Jennings at the FDOH in Seminole at 407-665-3610 if you have any questions. Sincerely, Karl 9enninjs Kurt Jennings Environmental Specialist 11 Florida Department of Health In Seminole County Accredited Health Department 400 West Airport Boulevard, Sanford, Florida 32773 PHONE: 407-665-3000 Public Health Accreditation Board www.SeminoleCoHealth.com PERMIT APPLICATION o" 'tzD , IC, 7"" pq Application No: Documented Construction Value: S Job Address: 2895 Gipper Cir, Sanford, FL 32773 Historic District: Yes 0 No F-1 Parcel ID: 22-20-30-520-01300-0000 ResidentiaIR Commercial Type of Work: NewF] AdditionF] Alteration El RepairEl Demo El Change of UseEl move 0 Description of Work: Install a 5'Aluminum fence with two self closing gates _ Plan Review Contact Person: Patti Bowles Titl Phone: 407- 999-9010 Fax: 407-999-9050 Entail: patti@bowlespools.com Property Owner Information Name CND - Rea qan, LLC,/ffe!a an Pointe Homeowners Assn, Inc- Phone: 407-865-8226 Street: 225 S. Westmonte Drive, #3300 Resident of properly? City, State Zip: Altamonte Springs, FL 32714 Contractor Information Name Bowles Custom Pools & Spas, Inc. Phone: 407-999-9010 Street: 2044 33rd Street Fax: City, State Zip: Orlando, FL 32839 State License No.: Architect/Engineer Information Name Street: City, St, Zip: Bonding Company: Address: Phone; Fax: E- mail: Mortgage Lender: Address: CPC044072 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. t 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 regulati ng 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Reviscd; June 30,2015 Permit Ap I anon 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 an([ will he considered the estimated construction value of the job at the time of submittal. The actual construction Value will be figured based on the Current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Siguaturcof`Wo,W, gent Date 'Signature ofCon(ractorlAgent Date Print Owner,Agent's Name Print Contractor'/Agent's Naine r 17 Sig Signature of Notary -State of Florida Date OWER 246926ofFWF No", 2." V I-7-'E.WAGALERIEWAGONER r, Patti L, BoMeS Natuy Pwft - $too of FWW NOTARY PUBLIC CWnMISSIN # FF STATE OF FLORI My Co . ExPI es Nov Comm# FF 44 Owner/A' Contra' r, rM'N= -relm rm, I I T K70--7rl TO M e or r*getlf pir I/ =Daily Known to Me or Produced ID --- Type of ID Produced ID --- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingFj Electrica[E] MechanicalE] PlumbingEj CiasEl Roof E] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - ft of Amps Fire Sprinkler Permit: YesF-1 No 4 of Fleads APPROVALS: ZONING:G?V -7 110 1 UT11.1TIFS: I ENGINEERING: COMMENTS: FIRE Plumbing - # of Fixtures Fire Alarm Permit: YesE] No WA$TE WATER: ILDING: 7-czf-t? 117 Revised June 30,201 i Permit Application DATE: BUSINESS/PROJECT NAME: e-N e-b ADDRESS: CONTACT NAME: i CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES WAN kWW7 77 PHONE: PHONE: 407.688.5052 FAX: 407.688.5051 m PLAN REVIEW INFORMATION CONSTRUCTION []C/O [IFIRE ALARM [] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: custom pools 204433rd Street - Orlando, Florida32839 spas, inc To+ 407-999-9010 - Fax: 407-999-9050 3=A=1 Uil To: City Of Sandford 1, Walter Kenneth Bowles, being license holder of and for BOWLES CUSTOM POOLS & SPAS, INC,, license number CPC 044072, hereby authorize: Angelo Santiago OR Patti Bowles OR Brenda Gunther to represent and secure permits on my behalf For work to be performed at a location described as: SECTION 22 - TOWNSHIP 20-- RANGE- 30-- LOT— BLOCK - ----- ---- SUBDIVISION: TRACT B REAGAN POINTE 2895 GIPPER CIR., SANFORD, FL 32773 ADDRESS -OFJO6) CND - REAGAN, LLC/REAGAN POINTE HOMEOWNERS ASSN INC OWNER OF PROPERTY) Signed: $ al ter Kennet Bowles - Date: -7 Witness my hand and official seal, this -7 j day of 2A By Walter Kenneth Bowles, who is personally known to m i notta—anoWt SEAL) Patti L. Bowles Notary Public, Florida NOTARY PUBLIC STATE OF FLORIDA Comm # FF945244 Expires 119/2020 6 33BB -BRA T.- License #CP C044072 INSPECTION SEQUENCE BP# 17-2005 ADDRESS:.2 r5 7 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetroek Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use 1000 Final Building (Other) Pool fence ELECTRICAL. PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final x Yi'..,x M,vr f' ,. ///. k> ?%/'O, 'm/_/v i i,r s .. i.. Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final l:!trt+TIAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 7 - 20© Permit Number Parcel Identification Number 22-20-30-520-OB00-0000 Prepared by: Bowles Custom Pobis & Spas, Inc. Return to: 2044 33r1 St. Orlando, FL 32839 NOTICE OF COMMENCEMENT State of MLUDA County of Seminole 111111111111 1R111 INIII stele etltR t.sa gas$ GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COUNT & COMPTROLLER K 8968 P9 1295 (1PSS) CLERK'S ; 2017080469 RECORDED 08/09/2017 11"•11<4-2 AM RECORDING FEES $10.00 RECORDED BY hdevAre The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with the 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) Tract B Reagan Pointe, according to the plat thereof, as recorded in Plat Book 81, Pages 45 - 52, of the Public Records of Seminole County, Florida. 2895 Gipper Cir., Sanford, FL 32773 2. General description of improvement Install a commercial swimming pool an 3, Owner information ' Name:- CND-- Reagan, LLCRReagan Pointe homeowners Assn Inc Telephone Number Address 22S S Westmonte Dr. #3300 Altamonte Springs, FL 32714 Fax Number Interest in Property: Fee Simple Name & Address of fee simple titleholder (if different than owner): N/A 4, Contractor Name Bowles Custom Pools & Spas, Inc. Telephone Number 407-999-9010 Address 2044 331 St., Orlando, FL 32839 Fax Number 407-999-9050 5. Surety (if applicable, a copy of the payment bond must be attached): Name N/A Telephone Number Address Fax Number Amount of Bond 6, Lender (if any) Name N/A Telephone Number Address Fax Number 7. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7., Florida Statutes: Name NIA Telephone Number Address Fax Number 8. In addition to himself or herself Owner designates of to receive a copy of the following Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: Phone No: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be I year from the date of recording unless a different date specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTERTHE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOU PAYING TWICE FOR IMPROVNIENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 1OB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penally of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief, c Signature of Owner or Owner's Authorized Officer/Director/Partner Manager) Signatory's Title/Office) S-i- The foregoing instrument was acknowledg d before me thi G> day of ,T0 2011, by e.t v era yr c t- as s t'a ypc of authority i.e. officer, trustee, attorney in fact) for G-1-1 ^ ( s, e + t l (name of party on behalf of whom instrument was executed) w1 Q is personally know or prod as type of identification. Signature of Notary Public- State of Florldo (Prim, type or stamp commissioned name of Notary Public) YAtER1E WAf3t}NER N"y puMle - Stste of FlorW Commission # FF 246926 My Comm. Expires Nov 3, 2017 y CITY OF SANFORD BUILDING & FIRE PREVENTION fr PERMIT APPLICATION Application No: lr 1 ` Documented Construction Value: $ _ Job Address:LHistoric District: Yes No Parcel ID: ResidentiaQ Commercial L Type of Work: New§a Addition Alteration RepairEl Demo Change of Use Move Description of Work:d Plan Review Contact Person: S Title: Phone: —JQt3l_ Fax:_ Email:tf.(lli . Colin Name V, try, Street: City, State Zip: M Namely A4 yC Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: A Resident of property? Iq iation Phone 6 ': is - C Fax: L103 aaz E'153 State License No.: O Architect/Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 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: 516 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate be done in compliance with all applicable laws regulating construction and zol i ' Signature of Owner/Agent Date Print Owner/Agent's Name Signature,of Notary -State of Florida Date Name Signature of No y-State of Florida I D CHERYL D AKERS MY COMMISSION # FF9989621:,ft, EXPIRES June 05, 20209if4.. work will 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes NO # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: mm WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application HEATING, AIR CONDITIONING, AND REFRIGERATION, INC. Proposal" Mr, Jeff Himmelhch David Weekly Homes Z25S.Westmont Drive, Suite ]300 Altamonte Springs, Florida 327I4 jhimme|hch@odvvhomes.com Subject: Reagan's Point Pool Cabana August 4,20I7 Per your request, we are pleased tusubmit a price onthe HVA[for the above mentioned project asshown on Michael K Frempong Engineering drawings M-100 and M-200 dated June 7, 2017. l) Provide supervision and labor asrequired. 2) Pay for sales tax and HVA[pennit(s). Ceiling mounted exhaust fans (qty-3). 4) Luuvers( qty-I). 5) Galvanized sheet -metal construction for exhaust ductwork. 6) Fan start-up. 7) Provide one-year parts and labor warranty for equipment and components installed during this project. O) This quote is good for thirty (3O)days. I) General construction. 2) Builder risk insurance. 3) Test and balance. 4) Ceiling access panels. 5) Concrete work ofany kind, including equipment pads. 6) Cutting and patching uffloors, roofs, walls and ceilings. 7) Painting ofany kind. 8) Plumbing, electrical, fire alarm or fire protection work of any kind. 9> Smoke detectors — fire alarm system interlock. 10) Motor starters and disconnects not integral \oequipment. lI) Premium orshift'hme labor. 12) Any work not shown nnthe plans. 13) Payment urperformance bond. 14) Engineering, 15) Impact fees. 16) Warranty onexisting orowner furnished equipment. 5O1( o1iscoWay, Sanford R]2771|P: 407-333-76651P407- 333-38531{AC0324*8| Page 112 HEATING, AIR CONDITIONING, AND REFRIGERATION, INC. Subject:Reasan's Point Pool Cabana Tota|HVAC Prime'-'..___'.'~~-~...~^~~... Please contact me if you have any questions or need any additional information. Sincerely, Jeff Carter Del Air Heating — Air Conditioning 'Appliances Commercial Estimating Manager 531[odiscoWay Sanford, FL32771 Phone 4U7'O31'2665ext. 1037 Ifyou have any questions, please feel free tocontact your account manager — Harley Aldrich @ (407) 404-31I8 531Cod$oo Way, Sanford FL]2771|P: 407-333-20651F: 407-33]-38531[A[0]2448| Pa ge 2|2 k & a e X CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7 Doeu fit en ted Construction Val a e: S Job Address: 2895 Gipper Circle, Sanford, FL 32773 Historic District: YeSEI No [:1 Parcel ID, - 22-20-30-520-0800.0000 Residential F1 Coil) III erela I Z Type of Work: New El Addition ' 7/' AlterationEl Repair El Demo El ciiange of useEl move EJ AjDescription of Worl(: install a landscape wall Ei, re-Q, Ing-4n-t 5 Plan Review Contact Person: Patti Bowles Phone: 407-999-9010 — Fax: - 407-999-9050 Entail: patti@bowlespools,com_ Property Owner Information Name C nc. Phone: 407-865-8226 Stl- Lvt: 225 8 Westmonte Drive #3300 Resident of property? v, City, State Zip: Altamonte Springs, FL 32714 Contractor Information Nalne Bowles CLIMOM Pools & Spas, IncNValter K. Bowles Phone: 407-999-9010 Street: 2044 33rd Street — Fax: City, State Zip: Orlando, FL 32839 State License No.: CPC044072 Architect/ Engineer Information Natne: - KirnesENineeri2q and Management Services, Inc pilolle: 941-749-0311 Street: 3990 SR 64 E. Fav 941-746-7391 Cio,, St, Zip: Bradenton, FL 34208 E-mail: Kent !2kimesengineering,corn Bonding Conipany: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO NINIENCEiNIENI'tNIAI'RESUIT 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 INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR IXINDLR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work mid installations as indicated. I ccrtif, 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 eleetrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. rBC 105.3 Shall be inscribed Nvith the date of application and file code In effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NQIM: In addition to the requirements of this permit, (here tuay be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required front 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 thc property of the requirements of Florida Lien Law, rS 70 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 subraittal. 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 Nvith 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 pertnit is issued, Q!V-NEI,H'FFIDAVIT: I certify that all of the foregoing informatioll is accurate and that all work will be done fit Compliance with till applicable laws regulating construction and zoning. V si Date Se Walter Kenneth Bowles Print Owler/Agent's Natre Milt ContractorlAgent's Name IDA u3 to S isnattirc of Notary -state of Florida eYtlt NCR Stye of FW*ftW YX Patti L. Bowies coma"Swo 0 FF 248926 sNOTARY PUBLIC My (iomm. EXPIRS NOV S. 2017 STATE OF FL9_RI omDA-- 5 A Cm# F W 44 OwnertAptiris-7- 177-ona-Ily Known, to Me or Co VR014s, _I WfoWnally Known to Me or ProducedID —_ Type of ID Produced IGi_ Type ofID_ BELOW IS FOR OFFICE USE ONLY Permits Required: BuildingEl Electrical tylechanical[] PlumbingE] Gas[] hoof[] Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: of Stories: New Construction; Electric - # of Amps Phiiii1hing - # of Fixtures_ Fire Sprinkler Permit: YesE3No [] # of I leads -- Fire Alarni Permit: Yes 0 No APPROVALS: ZONING: UTILITIES: TE WATER: ENGINEERING: HtL t- I'l R E:=N DING: 1,2 7- COMMENTS: OM, 4a I i o r r. n,a /" +ri 7 v -z, /i Revised Jutv30,2015 Permit Application WLE S custom 2044 33rdStreet Orlando, Florida 32839 8, s paps, ionl cs Tet 4 07-999-9010 - Fax: 407 999-9050 7 vvivkvi wxvlespools.cofll Power qfAttomey To: -- io f Sanford___ 1, Walter Kenneth Bowles, being license holder of and for BOWLES CUSTOM POOLS & SPAS, INC., license number CPC 044072, hereby authorize: Angelo Santiago OR Patti Bowles OR Brenda Gunther to represent and secure permits on my behalf. For work to be performed at a location described as: SECTION 22 -- TOWNSHIP 20 RANGE 30 LOT BLOCK SUBDIvIsjON: Tract B Reagan Pointe 2895 Gipper Circle, Sanford, FL 32773 ADDRESS OF JOB) CND - Reagan, LLC/Reagan Pointe Homeowner Assn, Inc OWNER OF PROPERTY) Signed: Patter K4en eth BowlesT Date: 1 C C) --7 Witness my hand and official seal, this — =G day of 20t By Walter Kenneth Bowles, who is personally known tome, IdW`d)Lt takean o-ath'. — SEAL) Notary Public, Florida N,gy t j L. BOWAes A P, t,CfT Afly PUBLIG 4 "'TATE OF FLOMDA J1, FF945244 pi cas I j912020 6 33BB BP -FS I. License #CP C044072 11it tttll fi11tt11111111111111111111111 Permit Number Parcel Identification Number 22-20-30-520-OBOO-0000 Prepared by: Bowles Custom Pools & Spas, Inc. Return to: 2044 33td St. Orlando, FL 32839 NOTICE OF COMMENCEMENT State of FLORIDA Countyof Seminl GRA,.-IALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8968 Ps 1285 (1PSS) CLERIC'S R 2017080469 RECORDED 08/ 09/2017 11:11:4.2 All RECORDING FEES $ 10-00 RECORDED BY hdevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with the 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) Tract B Reagan Pointe, according to the plat thereof, as recorded in Plat Book 81, Pages 45 - 52 , of the Public Records of Seminole County, Florida. 2895 Gipper Cir., Sanford, FL 32773 2. General description of improvement Install a commercial swimming pool and 5' aluminum fence 3. Owner information ' Name: CND — Reagan, LLC/Reagan Pointe Homeowners Assn Inc 'telephone Number Address 225 S Westmonte Dr. #3300 Altamonte Springs, FL 32714 Fax Number Interest in Property: Fee Simple Name & Address of fee simple titleholder (if different than owner): N/A 4. Contractor Name Bowles Custom Pools & Spas, Inc. Telephone Number 407-999-9010 Address 2044 33re St., Orlando, FL 32839 Fax Number 407-999-9050 5. Surety ( if applicable, a copy of the payment bond must be attached): Name NIA Telephone Number Address Fax Number Amount of Bond S 6. Lender ( if any) Name N/ A Telephone Number Address Fax Number 7. Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes: Name NIA Telephone Number Address Fax Number 8, In addition to himself or herself Owner designates of to receive a copy of the following Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: Phone No: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date specified): WARNIVG TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOU PAYING TWICE FOR IMPROVMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. Signature of Owner or Owner's Authorized Officer/Director/Parmer Manager) Signatory's Title/Office) S- The foregoing instrument was acknowledg I b me e i day of -0 -n e 20 .! , by w ^ as lac + fnv 5. t cal _g_ (Type of authority i.e. officer, trustee, attorney in fact) for C N — Rea, r-, t..-t_e- (name of party on behalf of whom instrument was executed) who is personally know or produ ed as type of identification. Signature of Notary Public - State of Florida (Print, type or stamp commissioned name of Notary Public) a•, YALERIE WAGONER Notary POW - Sloe of Florid& A Commissiort N FF 246926 My Comm. Expires Nov 3, 2017 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5152 DATE: L)- 12 / Z'7 PERMIT NUMBER: 17- BUSINESS/PROJECT NAME: T -, ADDRESS:' PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: [ ] YES [ ]NO TOTAL FEES: INSPECTION SEQUENCE BP# 17-3176 ADDRESS: 2895 Gipper Circle. BUILDING PERMIT Min Max Ins ection Description 10 Footer / Setback 20 Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill l Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre - Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use 1000 Final Building (Other) Retaining Wall PERMIT ELECTRICALMin Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough h ElectricWallRoughElectric Rough Pre - Power Final Temporary Pole Electric Final Min Max Or Inspection Description Rough Plumb Plumbing Underground Plumbing 2°d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MJW NI AL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper erAngle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 KEYSTONE 4"THK. CAP UNIT KEYSTONE COMPAC III UNIT STRAIGHT 18"xl2"x8" 1. m 4- m 20w 57STDNE FDOT CODE 10) OR CRUSHED CONCRETE POODECK USE MIN. 4'LDNGSOIL REINFORCEMENT 6EOGRDMATS N0K4|N 4OOLBS/FTTENSILE STRENGTH CAPACITY i.e. yNiroghdXLbyToncaha S000yndhednu) DRANAGER CRUSHED ROCK OR STONE) 4" PERFORATED PVC DRAINAGE TILE WRAPPED IN FILTER FABRIC NATIVE SOIL MEETING 20U0PSF ORCLEAN FILL COMPACTED TO 95% WiQD|RED PROCTOR STRUCTURAL : 1. REFER TDKEYSTONE RETAINING WALL DESIGN CHARTS &TECHNICALSPECIFICATIONS FORFURTHERINFORMATIONUSE CONCRETE ../ MIN. COMPRESSIVE STRENGTH _ _._' PSI "=-- DAYS 3. REINFORCING yN|N 4. PLACE LEVELING PAD ON UNDISTURBED EARTH MEETING 2/X0PSFOR CLEAN FILL COMPACTED TOQ6Y6MODIFIED PROCTOR ANY STEEL WITHIN 5FTOFWATER MUST BE BONDED T3EQUIPMENT , CONTRACTOR TOINSTALL KEYSTONE PRODUCT &GEOGR|DMATS ACCORDING TOK8FGR. RECOMMENDATIONS. w~ CoMPnc 4H The # 1 commercial retaining wall product in the market: Keystone Compac III is the perfect choice for large residential and small to large commercial projects. The improved design, and unique geometry, of the Keystone Compac III unit allows for easier installation and increased connection strength with geogrid reinforcement. This unit allows for various positive connections with reinforcement to build walls in excess of 60 feet tall.* Units are interlocked with high -strength fiberglass pins, which allow for ease of unit alignment and a secure positive mechanical connection with soil reinforcement materials. Shade variation is inherent in all -natural materials. Colors may vary depending upon manufacturing location. Individual product measurements given are rounded. Contact your Tremron Group Sales Representative or visit our website for exact dimensions. Available colors: COFFEE Based on design by a professional engineer. 10 Fiberglass Pins Cap Straightface 4" h x 18"w x 12"d 811 x 18"w x 12"d 39 lbs. 75 lbs. MOCHA Regency 8" h x 18"w x 12"d 75 lbs. NATURAL GREY PRAIRIE SANDSTONE TAN 1KEYSTON E 0, COMPACIR Design Chart Silty Sand: -30°, y-120 pcf (19kN/m3) NO SURCHARGE I I I H REINFORCED ISOILZONE I I I I I 12 kN/m2) 250 PSF SURCHARGE I I REINFORCED ZONE I I I I Lml _ . ww.... 0.5M) 0.5M) (1.7M) (1.7M) (1.8M) (2.1M) H= 4.3' 5.7' 7.0' 8.3' 9.7' 11.0' 1.3m) (1.7m) (2.1m) (2.5m) (3.0m) (3.4m) Ge H= (13m) (1.7m) (2.1rn) (2.5m) (3.0m) (3.4m) 1 3 Geogrid Placement REINFORCED I 8.0' I 7.0' 7.0' 8.0' I 6.0' 5.0' ; 6.0' ail 7.0' 8.0' H I ao' 4ai ZONEa.0' a.o' 5.0' 6.0' 7.0' 8.0' a.0' 4.0' 5.0' 6.0' y 7.0' 8.0' 1.5M) (Mm) (1.8M) (2.OM) (2.1M) 4 3' 5.7' 7.0' 8.3' 9.7' 11.0' H= (1.3m) (1.7m) (2.1m) (2.5m) (3.0m) (3.4m) The above charts assume the use of a coated polyester geogrid with a minimum allowable design strength of: LTDS = 750 plf (10.9 kN/m) or Tal = 500 plf (7.3 kN/m) FINAL SURVEY LEGAL DESCRIPTION: TRACT B, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45-52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY. COMMUNITY NUMBER 120289. DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Benchmark Information - Orange County Datum Elevation: 83.36' Found Square Cut in Drop Inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) 0o / Ja aG acgj ti J 0#1 w5 trbA 1 c a 0 Ci ire eo` 1 o cl is 0 n . 1°•. lX-j V O• .. 60 h One Story 00 Concrete Block .Jet9 9a s Buidling FFE= h° 41 0 p h/ 5 , Lot 38 P.T. located on Lot 38 C 33 R=270.00'(P) L=20.41'(P) A=04° 19'49"(P ) Chord Bearing= S 55°56'40" W 20.40'(P) S 55°56'53" W 20.39' (M) L1 S 58°06'35" W 22.57'(P) 22.57' (M) Graphic Scale 15' 3 ' 60' Scale: 1"=30' i 2895 GIPPER CIRCLE, SANFORD, FLORIDA 32773 Lot 34 , rr One Story Concrete Block Buidling FFE= 52.43' Lot 35 0_ c le7 k0 AY• 6 Q9 Sipe 6. o Lot 39 77 Ya e4i RAJ Lot 40 I F it j s s aA Lot 36/ Qe d 0 41 o ! b Site Benchmark Information- 0 #1 Fnd. Nail & Disk "LB 2108" Elevation: 51_53' 2 Fnd. Nail & Disk "LB 2108 Elevation 45_30' Lot 37 E a 1 c aGe1 ePteal / ASPe `G°tt`aR ep Cot1 \ G3`5 ate e aGti Gl\ tGeSl a98°tiPad\ et a` o PsQ `Fi Or Od ' C) 07 \ dJ e #2 Field Date: 317r201 Date Completed: 3/87201B NOTES Survey Is Based upon the Legal Description Supplied by Client. AbunmgProperties Deeds have NOT been Researched for Wps,Overlaps and/or Hiatus. Sublect to any Easements and/or Restrictions of Record, rig pen the Luce Denoted with a BB . Beari basisshownhereon, is Assumed and Based u I hereby Certify trial tnis Boundary Survey d the above Desabee Properly is True and Correll to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based onInformalronfurmshedtoMe as Noted and Conforms to the Standards of Practice for Lard Surveying in the State of Florida n accordance with Chapter 5J-17 052 Florida Administrative Codes. Pursuant t clan 472 77 Florida Statutes. Drawn By: R.S. File Number:IS-35283 F1 Legend- g CCalrulated PC -Point of Curvature Building Ties are NOT to be used to reconstruct Property Lines. Centerine Pg. - Page Fence Ownership is NOT determined. P\CK RF B Concrete Block PI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS F' CM ConcreteMonumentP.O.B. - Point of Beginning otherwise noted. Sr", FOR Conc. ConcreteP.O-L. - Point on Line Septic Tanks and/or Dramfield locations are approximate and MUST be verified by No. THE U DE DescriptionDrainage EasementPP -Power Pde PR -Permanent Reference appropriate Utility Location Companies. stnr FIRM Patrick K. Irelan" ,`.F<oRloP 6637 LB 7623 Esmt-EasemernMonumentUseofThisSurveytorPurposesotherthanintended,WithoutWrittenVerification,Willbe F.E. M.A. -Federal Emergency PT -Point of Tan at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This SUFVCyIS intend Yrfpr• use of Said Certified Parties. Management Agency R .Radius Construed togive ANY Rlghtsor Benefits to Anyone Other than thoseCertified. This S rve NOT VALID UN and Embossed w th Surve s Seal. FFE Fnd. IP F inishadFloor Elevation Found Iron Pipe Rad. - Radial R& C - Reber& Cap Rec. - Recovered POINTS OFINTEREST. SIDEWALKS OVERLAP NORTH EASEMENT. SIDEWALKS OVERLAP Ireland & Assoctiates Surveyting L Length (Arc) Rfd. - Roofed SOUTH EASEMENT I M N&D Nail & isNail & red et Cap "LBReber Set -Set Y" Reber & 7623" DocuSi ned b : g y 1301 S. International Parkwa Suite 2001 y N.R. Non -Radial Typ. - Typical n Lake Mary, Florida 32746 ORB Official Records BookUE - Utility Easement Y ( , P Plat WM - Water Meter I www.irelandsurveying.com P.B. Plat Book A -Delta (Central Angle) B10ED63FCAE64EB Office-407.678. 3366 Fax-407.320.8165 Q- woodFenca O--ChainLm'F..