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2928 Gipper Cr (3)
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100002 BUILDING APPLICATION #: 17-10000254 BUILDING PERMIT NUMBER: 17-10000254 DATE: April 28, 2017 f- tat 1-1-(199 UNIT ADDRESS: GIPPER CIR, 2928 22-20-30-520-0000-0090 NOTE** TRAFFIC ZONE:022 JURISDICTION: PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL Single Family ROADS SEC: TWP: RNG: SUF: PARCEL - SUBDIVISION: SUBDIVISION: PLAT TRACT: OOH' pp(( o 1+ BOOK: PLAT BOOK PAGE: BLOCK: LOT: COLLECTORS OWNER NAME: 00 1.000 dwl unit ADDRESS: FIREnRESCUEmily OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, APPLICANT NAME: CND REAGAN LLC FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, LIBRARY ADDRESS: 1111 NORTH POST OAK RD HOUSTON PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF TX 77055 BUILDING DEPARTMENT LAND USE: REAGAN POINTE Single Family SCHOOLS Housing 54.00 TYPE USE: dwl unit 54.00 Single Family WORK DESCRIPTION: CITY-SANFORD 5,000.00 1.000 dwl unit SPECIAL NOTES: 299228 GIPPER CIR REAGAN POINTE LOT 9 / LAW ENFORCE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE N/A ROADS-ARTERIALS CO -WIDE ORD NOTE** 0 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL Single Family ROADS Hou§§ing N/A 705.00 1.000 dwl unit 705.00 COLLECTORS Hou ing 00 1.000 dwl unit 00FIREnRESCUEmily OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, LIBRARY CO -WIDE ORD PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD HwiA'ng 5,000.00 1.000 dwl unit 5,000.00 PARKS LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT Qh ; a P\cRECEIVEDBY: r SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORYOPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY REESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. VNOTE** 0 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. 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. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, 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 fiOP 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 Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Telephone 407-422 -2234 WE17041 RECORDING WORMAnON ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-520-0000 -0090 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 N otice of Commencement: 1. Legal Description of the Property: Lot 9, Reagan Pointe, according to the Map or Plat thereof, as recorded in Plat Book 81, Pages 45 through 52, Inclusive, of the Public Records of Seminole County, Florida. Property Address: 2928 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liablity company 1111 North Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 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: NIA; (b) Phone Number N/A 7. Persons within the State of Florida designated by Own er upon whom notices or other docume nts may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A S. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor'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 co nstruction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, l 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, LLC a Delaware limited liability company By: John Kingman eating, as thorized Age nt 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 instrument he date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, L C a Dela#are limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HERE CERTIFY, that J hn Kingman Keating, is/are the same person(s) either executing or acknowledging ex n the o going instrument because: personally know him/her/them OR O I have satisfactory evidence of same based upo Flo driver's license or O r identification: WITNESS my off ' seal in the State and Coun aforesaid this 17th day of July, 2017. C MwJs"#GGi21703 sa.ovn y Expires September 8, 2021 orno P BovsaTlwtiuep. "6"sW*" GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017077252 BK 8962 Pg 1777; (1 pg) E -RECORDED 07/31/2017 03:11:03 PM 10.00 VEIVE Bonding Company: Address: Mortgage Lender: Address: WARINING 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 FWT 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 its 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 1053 Shall be Inscribed with the date of application and the code In effect as of that date: 51^ Edltioo (2014) Florida Building Code Revised: lune 30, 2015 Permit Applieadon APR 2 7 2017 CITY OF SANFORD BUILDING & FIRE PREVENTIONn*PERMIT D APPLICATION App 'cation fNo: / a e4g . 0 , Documented Construction Value: $ ;n Job Address: o"Wn (-;Ap1 GY 1 o Sar t Ff, :--*3 Historic District: Yes No Parcel ]ED: as-aQ- SD Residential Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: New Sim le- -Gamilij reAi dene e- 1 I TAoi A PickP.1(tr'lQ Title:('Ojef Cpbl'17ij/1 Plan Review Contact Person: Phone: N61 - (0 1--' MS' Fax: '-'-' Email: TriO2 1D1A g.CpMy1 T Property Owner Information Name GNI - R,eAaaln , Ut, (Tto% LLG) Phone: 4 1 a 31to • 33(eS7 Street: W. (pOat. n Oat- Road Resident of property? City, State Zip: &L&TA, Contractor Information Name &tA el Phone: _ti b'a-- ' (pS -UtOO Street: aa5 5. WtZ5 hwserle D{Ve &Ck Afto Fax: City, State Zip: Al+Ani }e FL 37W4 State License No.: "fy', Sial3q Architect/Engineer Information Name: Mon±ia CANtAIVAA Phone: 40i - (Olt t - 141.1' Street: _aaa S. we oma D AV4. siuiet i tau Fax: _ tb' - (0$ >o City, St, Zip: 62:'14 E-mnil: Mein Znjufta Bonding Company: Address: Mortgage Lender: Address: WARINING 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 FWT 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 its 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 1053 Shall be Inscribed with the date of application and the code In effect as of that date: 51^ Edltioo (2014) Florida Building Code Revised: lune 30, 2015 Permit Applieadon NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be fotutd in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is Issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. 11.1.1 Print 0w11erh14Cnt'3 NaMc LJ 11-1 Sij6ntre of Nowa4JMkAfJWaa M. Pickrmsp Date NOTARY PUBLIC STATE OF FLORID:; C MIll 00002696 E)Vres 6/15=0 Owner/Agent is Personally Known to Me or Produced ID Type of ID Si nture of C to Agen Date SouA D6L+—Fi: Print Con-for/Agent's Name qlztol1-4- ture o 0 o Dott NOTARY PUBLIC STATE OF FLORIDA Ctstroetlt 130002696 FVIM, e/1=20 Contract gent is rsonaily Known to Me or Produced. ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [q Electrical rnVI' Mechanical iff Plumbing[}q Gas Roof Construction Type: '15 Occupancy Use: IZ3 Flood Zone: 5 Et 622 .Z itAWtl Total Sq Fit of Bldg: Z Min. Occupancy Load: 1 # of Stories. New Construction: Electric - # of Amps 1 190 Plumbing - # of Fixtures I Fire Sprinkler Permit: Yes No ® # of Heads Fire Alarm Permit: Yes No [ Qr APPROVALS: ZONING:UTILITIES: WASTE WATER: ENGINEERING: MTC- FIRE: BUILDING: COMMCNTS: Ok to construct Single Family home with setbacks and impervious area shown on plan. Revised: June 30, 2015 Permit Application REQUEST FOR TUG & PRE, POWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: (4 laeoI1'4— Project Name:fUjZq h PMV- Project Address: mn e-11 mcr C Building Permit A Electrical Permit 4 In consideration for authorizing the appropriate utility company to energize die facility, we agree with and understand the following: 1. This Tug/Pre-power application Is valid only for one -and two-famlly dwellings. 2. The facility will not be occupied until a certificate of ocoupaney has been issued, J. If the jurisdiction hereafterfinds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should die jurisdiction exercise such right, the Jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to Jointly and Individually Indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring In the area designated for pre -power shall be complete and In safe order, All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are In an area that cannot be locked by doors, the panels shall be equipped with a loo)dng mechanism (approved by the AHJ). The licepsed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maxinfum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pro -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local Jurisdiction for fces associated with tugs. l Li )>Uf1R e 11,114All LA 0 ieI Print Marne of Q r/Tenant Print N ma of Ge . Contractor Print Name of Contractor gna o Owner/Tenant SignstVA of Gen. Montracior Si ature of El. Contractor L4 '5conog3 2a Gen. Contractor License ## El.. Contractor Llcense W__' JURISDICTION EMPLOYEE NAME: R MSDICTIOfN: CALLED INTO: e Progress Energy o Florida Power and Light on / 1 Rev. 02/10/15) Permit #: 17- 1199 Address: 2928 Gipper Circle Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2622 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1199 2928 Gipper Circle Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 2237 square feet SQUARE FOOTAGE OF GARAGE ONLY: I 385 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2622 square feet Dollar Valuation of Work: $272,042.02 State Fee: $83.56 Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 1,94430 25.00 816.13 2,868.99 Plumbing Fixture Calculation 17-1199 2928 Gipper Cir Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 P487r 7-1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tpickering@dwhomes.com Property Address: 2928 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0090 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2i0j07 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-1199 Reviewed by: Michael Cash, CFM Date: May 8, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: L((1:141 1- I hereby name and appoint: -rQjAj a iu. QiCi GQ,O1 _ an agent of: T.Z. A Nar fCompany) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: & WAI / r State License Number: Signature of License Holder: STATE OF FL I D,A. COUNTY OF i The foregoing insArumen w Pledged before me this 4day , 2Qa'L, by V who i personally known to me or o who hV produced identification and who di( Notary Seal) TAMMY LYNN BAILEY 1 FloridaNUS . Notary Public •State o Commission x GG 042385 2021MyComm. Expires Febfeb 2 Bonde0lhrough Nasional Notary Asi< Rcv. 08.12) as Notary Public - Ste f Commission No. tp t& My Commission Expires: i f I Application for Paved Driveway, Sidewalk or 2:Walkway Including Right -of -Way Use & ti°e ,'09 Landscaping in Right -of -Way www.anrororl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.888.5141 This permit authorizes work to be tion on the subject property or In the City of Sanford's right-of-way In accordance with the Cltys regulations and the attached construction plans approved as part of this permit. The permit la required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other ' jurisdiction's right -of --way. All requested Information below as well as a current survey. site plan or plat clearly identifying the lrnwrn.rtiEekw. size and location of the existing right--of-way and use shall be provided or application could be delayed. CeUlste»yarags 1. Project LocatlorVAddreea: P-'dl1>m f:' IRQeje O mle Gardlimrd . R_ aa-i"3 2. Proposed Activity: 0 Driveway FTWalkway rO- thheer: 3. Schedule of Work: Start Dates N Completion Date 5- r - Emergency Repairs 4. Brief Description of Work: This application is s Propettyowner- IZ Signature: Address: AIJ.5 S. Phone: 401-WA-`EWO Fax: Print Name: Email: Date: ]_ M Maintenance Rosponsibilities/indemnification The Requester, and his successore and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement. This shall include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requeslor may, with written City authorization, remove said Installationfimprovement fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, ulllities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar es such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improvement and area In accordance with previously staled criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore to area to Its previous condition at the Requestofs expenso and. If necessary, file a lien an the Requestofs property to recover costs of restoration. To the fullest extent permitted by taw, Requeslor agrees to defend, Indemnify, and hold harmless the City, Its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, Indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (Including costs of defense, settlement, and reasonable attorneys fees up to and Including an appeal), resulting In any fashion from or arising directly or indirectly out of or connected with the use of the City's rlght-of-way. I have rVd and undgrss an_the above statement and by signing this application I agree to its terms. This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pro -pour inspection, Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Dote: Utilities Approved: Dale: Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 276 FORM R405-2014 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 On for whole house. 4/25/2017 12:31 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 Project Name- Lot9ReaganPointe7513A Builder Name- David Weekley Street: 2928 Gipper Circle Permit Office_ 1 A 7 7eCity, State, Zip: Sanford , FL , 32773 Owner: Permit Numb Jurisdiction: 691000DesignUOIPALocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (3156.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood. Exterior R=19.0 1540.50 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1256.10 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 360.11 ft' 4. Number of Bedrooms 4 d. N/A R= na 10. Ceiling Types (1358.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1358.00 ft 6. Conditioned floor area above grade (ft') 2228 b. N/A R= ft' Conditioned floor area below grade (tt') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(297.3 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 445.6 a. U -Factor: Dbl, U=0.34 297.28 W SHGC: SHGC=0.30 b. U -Factor: N/A tt' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 33.0 SEERA4.00 c. U -Factor: N/A R' SHGC: 13. Healing systems kBtu/hr Efficiency d. U -Factor: N/A fP a. Electric Heat Pump 33.8 HSPF-8.20 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2228.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 968.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 870.00 ft' None c. other (see details) R= 390.00 ft' 15. Credits Pstat Glass/Floor Area: 0.133 Total Proposed Modified Loads: 70.50 PASSTotalBaselineLoads: 75.47 1 hereby certify that the plans and specifications covered by Review of the plans and S74ZFOSthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis Code. calculation indicates compliance with the Florida Energy Code. E- a„„ •.%;..• „ O PREPARED BY: Before construction is completed 20 17 DATE: this building will be inspected for V a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OD bVE OWNER/AGENT: BUILDING OFFICIAL: DATE:lxc-1DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 On for whole house. 4/25/2017 12:31 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 4/25/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lo19ReaganPointe7513A Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2228 Lot # Owner: Total Stories: 2 Block/SubDivision. of Units: 1 Worst Case. No PlatBook: Builder Name. David Weekley Rotate Angle: 0 Street: 2928 Gipper Circle Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2228 20342.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 968 9002.4 Yes 5 0 1 Yes Yes Yes 2 2nd Floor 1260 11340 No 1 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ___ ___ 383 ft' 19 0.1 0 0.9 2 Floor Over Other Space 2nd Floor 870 ft' 0 0.3 0 0.7 3 Raised Floor 2nd Floor ___ __ 7 fN 19 0 0 1 4 Slab -On -Grade Edge Insulatio 1st Floor 134.5 K 0 968 ft' 0.25 0 0.75 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2492 ft' 558 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 2228 ft' N N 4/25/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 4/25/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1358 W 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 9 Ornt To Wall Type Space 1 SW Exterior Frame - Wood 2nd Floor 19 55 7 9 0 500.3 ft' 0 0.23 0.6 0 2 SW Exterior Concrete Block - Int Insul 1st Floor 7 34 0 9 4 317.3 ft° 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 W 0 0.23 06 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 13 6 9 4 126.0 W 0 0 0.6 0 5 NE Exterior Frame - Wood 2nd Floor 19 55 7 9 0 500.3 ft' 0 0.23 0.6 0 6 NE Exterior Concrete Block- Int Insul 1st Floor 7 55 0 9 4 513.3 W 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 32 1 9 4 299.4 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 38 7 9 4 360.1 ft° 0 0.23 0.3 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 SW Insulated 1st Floor None 25 3 8 24 ft= 2 Wood 1st Floor None 25 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 SW 1 Vinyl Low -E Double Yes 0.34 0.3 20.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 2 SW 2 Vinyl Low -E Double Yes 0.34 0.3 12.5 ft2 1 ft 4 in 11 ft 0 in Drapes/blinds None 3 SE 3 Vinyl Low -E Double Yes 0.34 0.3 15.5 ft2 1 ft 4 in 4 ft 0 in Drapes/blinds None 4 SE 3 Vinyl Low -E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 4 ft 8 in Drapes/blinds None 5 SE 3 Vinyl Low -E Double Yes 0.34 0.3 4.5 ft2 1 ft 4 in 2 ft 0 in None None 6 SE 4 Vinyl Low -E Double Yes 0.34 0.3 28.0 ft= 1 ft 4 in 13 ft 4 in Drapes/blinds None 7 SE 4 Vinyl Low -E Double Yes 0.34 0.3 18.0 ft' 1 ft 4 in 14 ft 8 in Drapes/blinds None 8 NE 5 Vinyl Low -E Double Yes 0.34 0.3 8.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 9 NE 5 Vinyl Low -E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 1 ft 0 in None None 10 NE 5 Vinyl low -E Double Yes 0.34 0.3 16.0 ft2 1 ft 4 in 1 ft 0 in None None 11 NE 6 Vinyl Low -E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 11 ft 0 in None None 12 NW 7 Vinyl Low -E Double Yes 0.34 0.3 46.5 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 13 NW 7 Vinyl Low -E Double Yes 0.34 0.3 7.0 ft2 1 ft 4 in 1 ft 0 in None None 14 NW 8 Metal Low -E Double Yes 0.34 0.3 17.8 ft2 1 ft 4 in 12 ft 4 in None None 15 NW 8 Vinyl Low -E Double Yes 0.34 0.3 72.0 ft2 1 ft 4 in 11 ft 0 in Drapes/blinds None 4/25/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 4/25/2017 12:31 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 385 ft' 385 ft' 39.5 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1695.2 93.06 175.02 .2607 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 33.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 33 kBtu/hr cfm 075 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS v # Supply -- Location R -Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 445.6 ft Attic 111.4 ft Proposed On 2nd Floor --- cfm 133.7 cfm 0.06 0.50 1 1 4/25/2017 12:31 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 4/25/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[[ j Jan Heatin(X Jan Feb X] Feb j Mar XMar r A r Apr r[ I Ma May Junrl Jun JulIXI Jul X Au AuSepIXI Se Oct Oct Nov Nov Dec Dec Ventin [ J Jan Feb X Mar A r l May Jun Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/25/2017 12:31 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 2928 Gipper Circle, Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a Frame -Wood, Exterior R=19.0 1540.50 ft' 0.300 b. Concrete Block - Int Insul, Exterior R=7.0 1256.10 ft 1 c. Frame - Wood, Adjacent R=13.0 360.11 ft' 4 d. N/A R= ft° 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1358.00 W 2228 b. N/A R= ft' Area c. N/A R= ft' 11. Ducts R 1`12 297.28 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 445.6 ft' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 33.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. other (see details) R= ftT 13. Heating systems a. Electric Heat Pump 1.333 ft. 0.300 Area 14. Hot water systems 968.00 ft° a. Electric 870.00 ft' b. Conservation features 390.00 ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: N 1M f Address of New Home: &,, P& urt.,lQ City/FL Zip: kBtu/hr Efficiency 33.8 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat SHE STq O CA c00 WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/25/2017 12:32 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL --AIR Manual S Compliance Report Job: Lot 920116 Pointe 751 x mNe an t mOxNo Date: 12/30/2016 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone- 407-831.2665 Fax: 407-333-3853 Web WWW DEL -AIR COM Project Information For: David Weekley Homes Design Conditions Outdoor design DB: 93.0°F Sensible gain: 26676 Btuh Outdoor design WB: 75.2°F Latent gain: 4077 Btuh Indoor design DB: 75.0°F Total gain: 30753 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 1100 cfm Sensible capacity: 27528 Btuh Latent capacity: 6553 Btuh Total capacity: 34081 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NB0360000B0+FB4CNP036L 103% of load 161% of load 111% of load SHR: 81% Heat loss: 25783 Btuh Entering coil DB: 77.0°F Entering coil WB: 63.4°F Entering coil DB: 69.2°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 128% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets are all requirements of ACCA Manual S. 2017 -Apr -25 12:33:16 A% wrightsoft, Right -Suite® Universal 2017 17 0 16 RSU24005 Page 1 ACCA...Lot9ReaganPointe7513A%Lot9ReaganPointe7513A.rup Calc = MJ8 House laces: SE 1 DEL -AIR Component Constructions Job: Lot 9 Reagan Pointe 751... p Date: 12/30/2016 NEIRNO•nmmmgNNO Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407.831-2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes Location: 0.091 13.0 Indoor: Heating Cooling Orlando Sanford, FL, US 8 0.340 Indoor temperature (°F) 9.89 70 75 180 Elevation: 56 ft 0.340 0 Design TD (°F) 198 29 18 28 Latitude: 29°N 0 9.89 Relative humidity (%) 20.3 30 50 0 340 Outdoor: Heating Cooling 79 Moisture difference (gr/Ib) 2.5 38.7 0.340 Dry bulb (°F) 41 93 158 Infiltration: 424 8 0 340 0 Daily range (°F) - 17 M) Method Simplified 0.340 0 Wet bulb (°F) - 75 23.2 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain le BWhffe-"F fe'FIBWh BWhffe BWh BWhffe BWh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int ne 468 0 068 19.0 1.98 925 1.49 698 fnsh, 2"x6" wood frm, 16" o c. stud se 234 0.068 19.0 1.98 464 1.49 350 sw 480 0.068 19.0 1.98 949 1.49 716 nw 208 0.068 19.0 198 412 1.49 311 all 1390 0.068 19.0 1.98 2750 1.49 2074 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum ne 505 0.167 3.0 4.86 2455 3.31 1675 board int fnsh se 80 0.167 3.0 4.86 389 3.31 265 sw 281 0.167 3.0 4.86 1364 3.31 930 nw 209 0.167 3.0 4.86 1014 3.31 692 all 1074 0.167 3.0 4.86 5221 3.31 3562 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 500/9 drapes, medium; 1.33 ft sw overhang (4 ft window ht, 1 it sep.); 6.67 ft head hi all 2B-2tv: 2 glazing, clr outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 1.33 It overhang (2 It window ht, 1 ft sep.); 6 67 it head ht 213-2tv: 2 glazing, Or outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30), 1.33 It overhang (4 it window ht, 1 ft sep.); 6.67 ft head hi 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (2 ft window ht, 11 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 it window ht, 4 ft sep.); 6.67 it head ht 342 0.091 13.0 2.65 907 1.47 503 8 0.340 0 9.89 79 22.5 180 20 0.340 0 9.89 198 19.5 390 28 0.340 0 9.89 277 20.3 569 8 0 340 0 9.89 79 26.5 212 16 0.340 0 9.89 158 26.5 424 8 0 340 0 9.89 79 26.5 212 16 0.340 0 9.89 154 23.2 362 Wrl htrsoft' 2017 -Apr -2512:33:16 9 Right -Suite® Universal 2017 17.0 16 RSU24005 Page 1 aCCK...Lot9ReaganPointe7513A%Lot9ReaganPointe7513A.rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, clr ouir, air gas, vnl frm mat, clr low -e innr, 1/4" gap, se 16 0.340 0 9.89 154 23.2 362 1/8" thk; NFRC rated (SHGC=0.30); 500/9 drapes, medium; 1.33 ft overhang (5.2 ft window ht, 4.67 ft sep.); 6.67 It head ht 213-2tv: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, se 5 0.340 0 9.89 45 25.4 114 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (1.5 ft window hl, 2 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, se 28 0.340 0 9.89 277 23.2 649 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 13.33 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, se 18 0.340 0 9.89 178 23.2 417 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 14.67 It sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, sw 13 0.340 0 9.89 125 23.2 292 1/8" thk; NFRC rated (SHGC=0.30); 500/6 drapes, medium; 1.33 ft overhang (4.2 It window ht, 11 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, nw 47 0.340 0 9.89 463 22.5 1051 1/8" thk; NFRC rated (SHGC=0.30); 500/6 drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, nw 15 0.340 0 9.89 148 26.5 398 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5 It window ht, 1 ft sep.); 6.67 ft head ht 10C -m: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low -e innr, nw 18 0.340 0 9.89 177 18.6 332 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (6.7 It window ht, 12.33 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, nw, 72 0.340 0 9.89 712 22.5 1617 1/8" thk; NFRC rated (SHGC=0.30); 500/6 drapes, medium; 1.33 It overhang (6 ft window ht, 11 ft sep.); 6.67 ft head ht Doors 11 D0: Door, wd sc type sw 24 0.390 0 11.3 272 12.1 291 n 18 0.390 0 11.3 203 12.1 216 all 42 0.390 0 11.3 475 12.1 507 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1358 0.026 38.0 0.76 1027 1.42 1925 gypsum board int fnsh Floors 20P -19t: Fir floor, frm fir, 12" lhkns, r-19 cav ins, gar ovr 383 0.050 19.0 1.45 557 073 279 20P -19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 7 0.050 19.0 1.45 10 073 5 22A-tpl: Bg floor, light dry soil, on grade depth 135 0 989 0 28.8 3871 0 0 2017 -Apr -25 12:33:16 wright5oft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2 ACC.A...Lot9ReaganPointe7513A%Lot9ReaganPointe7513A rup Calc = MJ8 House faces: SE Job: Lot 9 Reagan Pointe 751... 1 DEL -AIR Project Summary Date: 12/3012016 MENr.10-AIR CO MONNt) Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD FL 32771 Phone: 407.831.2665 Fax: 407-333-3853 Web WWW DEL-AIR.COM Project• • For: David Weekley Homes Notes: LS by CA on 04.25.2017 Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22483 Btuh Structure 21497 Btuh Ducts 3299 Btuh Ducts 5179 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25783 Btuh Use manufacturer's data 1.00Rate/swing multiplier Infiltration Equipment sensible load 26676 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3154 Btuh Ducts 923 Btuh Central vent (0 cfm) 0 Btuh Heating Co I' 0 none) 4077 BtuhArea (ft2 2225 Equipment latent load Volume (ft') 21245 21245 Air changes/hour 0.41 0.21 Equipment total load 30753 Btuh Equiv. AVF (cfm) 145 74 Req. total capacity at 0.75 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH 14N BO360000BO Cond CH 14N BO360000BO AHRI ref 9162429 Coil FB4CNP036L AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 24750 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 28 OF Total cooling 33000 Btuh Actual air flow 1100 cfm Actual air flow 1100 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 34 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right Universal 2017 17 0.16 RSU24005 2017 -Apr -25 12:33:16 Suite® Page 1 Lot9ReaganPointe7513A%Lol9ReaganPomte7513A.rup Calc = MJ8 House faces. SE 2 DEL -AIR NUrrw - ew COGMUM Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 9 Reagan Pointe 7513 A Date: 12/30/2016 By: FJF 1 Room name Entire House Dining/Kitchen 2 Exposed wall 305.5 ft 315 It 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 13.5 x 18.0 ft 5 Room area 2325.1 N' 243.0 K' Ty Construction U -value Or HTM Area (ftp Load Area (ft.) Load number Btuh1W-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (1t) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W 12E-0sw 0.068 ne 1.98 1.49 500 468 925 698 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 8 0 79 180 0 0 0 0 2B -21v 0.340 ne 9.89 26.51 8 0 79 212 0 0 0 0 2B -21v 0.340 ne 9.89 26.51 16 0 158 424 0 0 0 0 11 W 13A-3ocs 0.167 ne 4.86 3.31 513 505 2455 1675 0 0 0 0 r' 2A-2ov 0.340 ne 9.89 26.51 8 0 79 212 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 270 234 464 350 0 0 0 0 G 2A-2ov 0.340 se 9.89 23.18 16 0 154 362 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 16 0 154 362 0 0 0 0 I- GG 2B -2[v 0.340 se 9.89 25.38 5 1 45 114 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 126 80 389 265 0 0 0 0 0.340 se 9.89 23.18 28 0 277 649 0 0 0 0L22A-2ov 2A-2ov 0.340 se 9.89 1 23.18 18 0 178 417 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 500 480 949 716 0 0 0 0 L_G 2A-2ov 0.340 sw 9.89 19.49 20 6 198 390 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 317 281 1364 930 168 155 755 515 2A-2ov 0.340 sw 9.89 23.18 13 0 125 292 13 0 125 292 11DO 0.390 sw 11.35 12.11 24 24 272 291 0 0 0 0 12E-0sw 0.068 nw 1.98 1.49 270 208 412 311 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 47 0 463 1051 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 15 0 148 398 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 299 209 1014 692 126 108 525 358 10C_m 0.340 nw 9.89 18.56 18 0 177 332 18 0 177 332 I 2A-2ov 0.340 nw 9.89 22.45 72 0 712 1617 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 360 342 907 503 126 126 334 185 D 11D0 0 390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 1358 1358 1027 1925 0 0 0 0 F 2OP-191 0.050 1.45 0.73 383 383 557 279 0 0 0 0 F 20P-191 0.050 1.45 0.73 7 7P 10 5 0 0 0 0 F 22A4pl 0.989 28.78 0.00 968 1351 3871 0 243 32 907 0 6 c) AED excursion 383 111 Envelope loss/gain 17845 16247 2822 1571 12 a) Infiltration 4638 1469 488 155 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 6 1380 1 230 Appliances/other 240DI 1200 Subtotal (lines 6 to 13) 22483 21497 3310 3156 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22483 21497 3310 3156 15 Duct loads 15% 24%1 3299 5179 100/0 100/0 331 316 Total room bad 257831 266761 3641 3472 Air required (cfm) 110DI 11001 155 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rkwri htsotFt 2017 -Apr -2512:33:16 Az- _ 9 Right-Suile® Universal 2017 17.0.16 RSU24005 Page 1 ACdk ..Lot9ReaganPdnte7513A\Lol9ReaganPointe7513A.rup Calc = MJ8 House faces, SE DEL -AIR Right -J® Worksheet suffm""° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone 407-831-2665 Fax 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot 9 Reagan Pointe 7513 A Date: 12/30/2016 By: FJF 1 Room name Family Powder 2 Exposed wall 54.0 It 85 It 3 Room height 9.3 It heal/cool 9.3 It heat/cool 4 Room dimensions 1.0 x 538.6 ft 4.5 x 8.5 N 5 Room area 538.6 ft' 38 3 ft' Ty Construction Ll -value Or HTM Area (ft2) Load Area (U2) Load number Btuh/ft='F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 149 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 213-21[v 0.340 no 989 2651 0 0 0 0 0 0 0 0 213-21v 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 ne 4.86 3.31 303 295 1435 979 79 79 385 263 L ---G 2A-2ov 0.340 no 9.89 26.51 8 0 79 212 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 2318 0 0 0 0 0 0 0 0 213-21v 0.340 se 9.89 25.38 0 0 0 0 0 0 0 0 w 13A-3ocs 0.167 se 4.86 331 14 14 68 46 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0j2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 0 0 0 0 L_G 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 13A-3ocs 0.167 sw 4.86 3.31 33 9 42 29 0 0 0 0 Ij 2A -ZDV 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11DO 0.390 sw 11.35 12.11 24 24 272 291 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 213-21v 0.340 nw 9.89 2651 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 154 82 398 272 0 0 0 0 Et10Cart 0.340 nw 9.89 1856 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 72 0 712 1617 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 234 217 573 318 0 0 0 0 L -D 11D0 0.390 n 11.35 12.11 18 18 203 216 0 0 0 0 C 161338ad 0.026 0.76 142 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.45 0.73 0 0 0 01 0 0 0 0 F 2OP-191 0.050 1.45 073 0 0 0 0 0 0 0 0 F 22A4pl 0.989 28.78 0.00 539 54 1554 0 38 9 245 0 6 c) AED excursion 223 28 Envelope loss/gain 1 5337 42D31 6301 235 12 a) Infiltration 836 265 132 42 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 4 920 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 6173 5388 762 277 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6173 5386 762 277 15 Duct load. 100/0 101/6 617 539 10% 100/0 76 28 Total room load 6791 5926 1 838 304 Air required (cfm) 290 244 36 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wtri hit50ft' 2017 -Apr -25 12 33:16 A 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2 Lot9ReaganPointe7513A%Lot9ReaganPointe7513A.rup Calc = MJ8 House faces: SE 2 DEL -AIR Right -J® Worksheet Job: Lot 9 Reagan Pointe 7513 A NEPW'MCONEM""° Entire House Date: 12130/2016 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831.2665 Fax- 407-333-3853 Web. WWW.DEL-AIR.COM 1 Room name Study Mstr WIC 2 Exposed wall 40.5 It 20.5 it 3Room height 9.3 it heat/cool 9.0 It heat/cool 4 Room dimensions 1.0 x 147.8 ft 1.0 x 81.3 it 5 Room area 147.8 ft' 81.3 W Ty Construction U -value Or HTM Area (ft2) Load Area (fl') Load number Btuh/fN-'F) Btuly t') I or perimeter (ft) Bt h) I or perimeter (ft) Btuh) Heat Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 no 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2B -2[v 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2B -2[v 0.340 no 9.89 26.51 0 0 0 0 0 0 0 0 W11 13A3ocs 0.167 ne 4.86 3.31 131 131 635 433 0 0 0 0 L 2A-2ov 0.340 no 9.89 26.51 0 0 0 0 0 0 0 0C W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 25.38 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 se 4.86 3.31 112 66 321 219 0 0 0 0 0.340 se 9.89 23.18 28 0 277 649 0 0 0 0L22A-2ov 2A-2ov 0.340 se 9.89 23.18 18 0 178 417 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 126 126 249 188 L__f 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 sw 4.86 3.31 117 117 567 387 0 0 0 0 Lt2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 1.98 1.49 0 0 0 0 59 59 116 87 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4.86 3.31 19 19 91 62 0 0 0 0 m 0.340 rtw 9.89 18.56 0 0 0 0 0 0 0 0Et10C 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 L -D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B38ad 0.026 0.76 1.42 0 0 0 0 81 81 61 115 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A4pl 0.989 28.78 0.00 148 41 1166 0 0 0 0 0 I 6 c) AED excursion 35 45 Envelope loss/gain 3233 2202 427 346 12 a) Infiltration 627 199 306 97 b) Room ventilation 0 0 0 0 13 Irdemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 3861 2400 7331 443 Less extemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3861 2400 733 443 15 Duct loads 1100/0 100/0 386 240 23% 391/9 165 175 Total room bad 4247 2640 898 618 Air required (cfm) 181 109 38 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghts4aft' Right Suite® Universal 2017 17 0.16 RSU24005 2017 -Apr -25 12Page 3 Lot9ReaganPomte7513A\Lot9ReaganPointe7513A.nip Calc = MJ8 House faces: SE DEL -AIR Right -J® Worksheet Job: Lot 9 Reagan Pointe 7513 A NERM- MCO'"r'°'"° Entire House Date: 1200/2016 DEL -AIR HEATING & AIR By: FJF CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM 1 Room name Mstr Bthrrn Mstr WC 2 Exposed wall 9.5 ft 0 it 3 Room height 9.0 ft heal/cool 9.0 ft heat/cool 4 Room dimensions 10 x 122.0 ft 1.0 x 20.8 ft 5 Room area 122.0 W 20.8 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ftp Load number BlutVW-'F) Bt ft') or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2B -2[v 0.340 ne 989 26.51 0 0 0 0 0 0 0 0 2B -2[v 0.340 no 9.89 26.51 0 0 0 0 0 0 0 0 W11 13A-3ocs 0.167 no 4.86 3.31 0 0 0 0 0 0 0 0 r G 2A-2ov 0.340 no 989 26.51 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 989 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 25.38 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 L -G 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 0 0 0 0 L -r 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 sw 486 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 86 71 140 105 0 0 0 0 2A -ZDV 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 15 0 148 398 0 0 0 0 W 13A.3ocs 0.167 now 4.86 3.31 0 0 0 0 0 0 0 0 Ll10c m 0.340 nw, 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 265 1.47 0 0 0 0 0 0 0 0 L -D 11DO 0.390 n 1135 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 122 122 92 173 21 21 16 29 F 20P-191 0.050 145 0.73 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 2878 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 78 3 Envelope loss/gain 380 754 16 27 12 a) Infiltration 142 45 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 0 0 Appliartces/other 0 0 Subtotal (lines 6 to 13) 522 799 16 27 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 522 799 16 27 15 Duct loads 23% 39% 118 316 23% 395/6 4 11 Total room load 640 1115 19 37 Air required (elm) 27 46 1 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr h1lsoTt 2017 -Apr -2512.33:16 AB?-'kRight-Sude® Universal 2017 17.0.16 RSU24005 Page 4 Lol9ReaganPdnle7513A\Lot9ReaganPointe7513A rup Calc = MJ8 House faces: SE 1! DEL -AIR Itff" - 4w mrroM Right -J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 9 Reagan Pointe 7513 A Date: 12/30/2016 By: FJF 1 Room name Mstr Bdrm Bthrm 2 2 Exposed wall 32.0 ft 0 ff 3 Room height 9.0 ft heaUcod 9.0 it heat/cool 4 Room dimensions 14.0 x 18.0 ft 5.5 x 9.0 ft 5 Room area 252.0 ft' 49.5 ft' Ty ' Construction U -value Or HTM Area (ftp Load Area (ftp Load number Btuh/fl"F) BtutVft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 162 154 305 230 0 0 0 0 2A -20v 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0 340 no 9.89 2651 8 0 79 212 0 0 0 0 2B-2fv 0.340 no 9.89 2651 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0 167 no 4.86 3.31 0 0 0 0 0 0 0 0 r 2A-2ov 0.340 no 9.89 26.51 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 25.38 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0L22A-2ov 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 0 0 0 0 L_!' 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 LZ2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11DO 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 126 79 157 118 0 0 0 0 Lt2A-2ov 0.340 rtw 9.89 22.45 47 0 463 1051 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 m 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0Et10C 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 P L 12C-0sw 11D0 0.091 2.65 1.47 0 0 0 0 0 0 0 0 D C 16B38ad 0.390 0.026 n 11.35 12.11 0.76 1.42 0 252 0 252 0 191 0 357 0 50 0 50 0 37 0 70 F 2OP-191 0.050 1.45 0.73 0 0 0 0 28 28 40I 20 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A4pl 0.989 28.78 0.00 I 0 I 0 0 0 0 0 0 0 6 c) AED excursion 242 8 Envelope loss/gain 1194 2210 77 82 12 a) Infiltration 478 151 0 0 b) Room ventilation 0 0 00 13 Internal gains: Occupants Q 230 1 230 0 0 Applianceslother 600 0 Subtotal (lines 6 to 13) 1672 3191 77 82 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1672 3191 77 82 15 Duct loads 23% 390/9 377 1260 23% 39%1 17 32 Total room load 2049 44511 95 114 Air required (cfm) 87 184 4 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AZ_ wri hltsoft' 2017 -Apr -2512.33:16 AZ_ 9 Right -Suite® Universal 2017 17.0 16 RSU24005 Page 5 Lot9ReaganPointe7513A%Lot9ReaganPointe7513A nip Calc = M.18 House faces, SE 2DEL-AIR Right -J® Worksheet muff"- oCOH MIM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Fax: 407-333.3853 Web: WWW DEL -AIR COM Job: Lot 9 Reagan Pointe 7513 A Date: 12/30/2016 By: FJF 1 Room name Bdrm 3 Bdrm 3 WIC 2 Exposed wall 12.5 It 6.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaL/cool 4 Room dimensions 10.5 x 12.5 ft 4.5 x 6.0 ft 5 Room area 131.3 ft' 27.0 ft' Ty Construction U -value Or HTM Area (ftp Load Area (41) Load number Bluh/ft? •F) Btuh/ft) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 2245 0 0 0 0 0 0 0 0 2B-2fv 0 340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 ne 486 3.31 0 0 0 0 0 0 0 0 I_i 2A-2ov 0 340 no 9.89 26.51 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 Lam- GG 2B-2fv 0.340 se 9.89 25.38 0 0 0 0 0 0 0 0 V 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 I -G 2A -20v 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 I 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 113 93 183 138 54 54 107 81 L_C 2A-2ov 0.340 sw 9.89 19.49 20 6 198 390 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11DO 0.390 sw 11.35 12.11 0 0 0 0 01 0 0 0 W 12E-0sw 0.068 rtw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 10c_m 0.340 rtw 9.89 18.56 0 0 0 0 0 0 0 0 I2 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 L -D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 1.42 131 131 99 186 27 27 20 38 80 89 1 3D 65 20 20 30 2D I0. 76 1.45 0.73 F 22A4pl I 0. 9 989 28.8 I 0.00 0 I 0 0 0 6 c) AED excursion 113 15 Envelope loss/gain 610 892 167 123 12 a) Infiltration 187 59 90 28 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 797 951 256 152 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 797 951 256 152 15 Duct loads 230/9 390/9 180 376 237. 391/6 58 W Total room load 976 1327 314 211 Air required (cfm) 42 55 13 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofR 2017-Apr-2512:33:16 z 9 Right -Suite® Universal 2017 17 0.16 RSU24005 Page 6 Lot9ReaganPointe7513A%Lot9ReaganPointe7513A.nip.Calc = MJ8 House faces SE 1 DEL -AIR Right -J® Worksheet NUN" -=CO°rMEM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Fax 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot 9 Reagan Pointe 7513 A Date: 12/30/2016 By: FJF 1 Room name Bdrm 2 WIC Bdnn 2 2 Exposed wall 10.5 it 14.5 ft 3 Room height 9.0 ft hwYcod 9.0 It heat/cool 4 Room dimensions 4.5 x 6.0 ft 1.0 x 166.5 it 5 Room area 27.0 ft' 166.5 ft' Ty Construction U -value Or HTM Area (ftp Load Area (ftp Load number Btuh/ft?'F) Btu)1/ft') or perimeter (ft) 13tuh) or perimeter (fl) 13tuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 5 5 9 7 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 9.89 2651 0 0 0 0 0 0 0 0 11 W 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 L_G 2A-2ov 0 340 no 9.89 26.51 0 0 0 0 0 0 0 0 W 12E-0sw 0 068 se 1.98 1.49 41 38 76 57 122 104 205 155 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 16 0 154 362Li2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 25.38 2 0 22 57 1 2 0 22 57 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 Es2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0 340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 54 54 107 81 55 9 7 I_fa 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11D0 0.390 sw 11.35 12.11 0 0 0 0 0 0 0 0 12E-0sw 0.068 rnv 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 989 22.45 0 0 0 0 0 0 0 0 213-2(v 0.340 nw 989 26.51 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 rw 4.86 3.31 0 0 0 0 0 0 0 0 Et10C m 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 rrw 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 L -D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 27 27 20 38 167 167 126 236 F 20P-191 0.050 1.45 0.731 27 27 39 20 167 167 242 121 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.781 0.00 0 0 0 0 1 0 0 0 0 6 c) AED excursion 2 81 Envelope loss/gain 265 255 768 1025 12 a) Infiltration 157 50 217 69 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/dher 0 0 Subtotal (lines 6 to 13) 421 304 984 1094 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 421 304 984 1094 15 Duct loads 23% 39% 95 120 230/9 39% 222 432 Total room load 516 425 1206 1526 Air required (cfm) 22 18 1 51 63 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wtri hts4aTt' 2017 -Apr -2512:33:16 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 7 AM ..Lot9ReaganPdnte7513A%Lot9ReaganPointe7513A.rup Calc = MJ8 House faces: SE 2 DEL -AIR Right -JO Worksheet Job: Lot 9 Reagan Pointe 7513 A MCOHMM'M Entire House Date: 12/30/2016 DEL -AIR HEATING & AIR By: FJF CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407.831-2665 Fax: 407-333.3853 Web- WWW DEL -AIR COM 1 Room name Utility Retreat 2 Exposed wall 6.5 ft 17.0 It 3 Room height 9.0 it heat/cool 9.0 It heat/cool 4 Room dimensions 8.0 x 6.5 ft 1.0 x 248.3 ft 5 Room area 52.0 ft' 248.3 ft' Ty Construction U -value Or HTM Area (112) Load Area (ft2) Load number BtuWft'-'F) BtutJft or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W 12E-0sw 0.068 ne 198 1.49 59 51 100 75 140 124 244 184 2A -ZDV 0.340 ne 9.89 2245 8 0 79 180 0 0 0 0 2B-2fv 0.340 ne 989 2651 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 989 26.51 0 0 0 0 16 0 158 424 11 W 13A3ocs 0.167 ne 4.86 331 0 0 0 0 0 0 0 0 r G 2A-2ov 0.340 ne 989 26.51 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 0 0 0 0 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0Li2A-2ov 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2B-2fv 0.340 se 9.89 25.38 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 se 4.86 331 0 0 0 0 0 0 0 0 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0Lt2A-2ov 2A-2ov 0.340 se 9.89 2318 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 149 0 0 0 0 14 14 27 20 C 2A -217v 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 11DO 0.390 sw 1135 12.11 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 Lt2A-2ov 0.340 rnv 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 Et10C m 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 L -D 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B38ad 0.026 0.76 1.42 52 52 39 74 248 248 188 352 F 20P-191 0.050 1.45 0.73 0 0 0 0 46 46I 66 33 F 2OP-191 0.050 1.45 0.73 0 0 0 0 2 2 3 1 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 85 101 Envelope loss/gain 218 244 687 915 12 a) Infiltration 97 31 254 80 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 lines 6 to 13) 316 875 940 995 Less external load 0 0 0 0 Subtotal Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 316 875 940 995 Duct loads 23% 39% 71 345 23%39% 212 393 Total room load 387 1220 1153 1388 Air required (cfm) 16 50 11 49 57 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr htsOlFt'2017-Apr-25 12 33:16 A Right -Suite® Universal 2017 17.0 16 RSU24005 Page 8 Lo19ReaganPointe7513A%Lot9ReaganPointe7513A.rup Calc = MJ8 House faces: SE 4DEL-AIR Right -J® Worksheet Job: Lot 9 Reagan Pointe 7513 A sun" - M comornimm Entire House Date: 12/30/2016 By: FJF DEL -AIR HEATING 81 AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333.3853 Web WWW.DEL-AIR.COM 1 Room name Bdrm 4 2 Exposed wall 42.0 ft 3 Room height 9.0 it heat/cool 4 Room dimensions 12.0 x 15.0 ft 5 Room area 180.0 ft' Ty Construction U -value Or HTM Area (ft3) Load Area Load number BtutV113'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 135 135 267 202 G 2A-2ov 0.340 ne 989 22.45 0 0 0 0 IL-G 213-21v 0.340 ne 9.89 26.51 0 0 0 0 213-2fv 0.340 no 9.89 26.51 0 0 0 0 W11 13A-3ocs 0.167 no 4.86 3.31 0 0 0 0 r 2A-2ov 0.340 ne 989 26.51 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 108 92 183 138 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 16 0 154 362 I- GG 2B-2fv 0.340 se 9.89 25.38 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0.340 se 9.89 23.180 0 0 0Lt2A-2ov 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 135 135 267 202 L_ 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 11DO 0.390 sw 11.35 12.11 0 0 0 0 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 2A-2ov 0.340 rnv 9.89 22.45 0 0 0 0 2B -2[v 0.340 nw 9.89 26.51 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 10C -m 0.340 nw 9.89 18.56 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 D 11DO 0.390 n 11.35 12.11 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 180 180 136 255 F 2OP-191 0.050 1.45 0.73 0 0 0 0 F 20P -19t 0.050 1.45 0.73 5 51 7 4 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 6 c) AED excursion 3 Envelope loss/gain 1015 1164 12 a) Infiltration 627 199 b) Room ventilation 0 0 13 Internal gains: Occupants Qa 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1642 1363 Less external bad 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1642 1363 15 Duct loads 23% 39"/0 370 538 Total mom bad 2013 1901 Air required (cfm) 86 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr hltsoTt 2017 -Apr -2512:33.16 Right -Suite® Universal 2017 17 0.16 RSU24005 Page 9 Lot9ReaganPointe7513A\Lot9ReaganPointe7513A.rup Calc = MJ8 House faces: SE rWEL--AIR Duct System Summary 10''"ON0110"N0 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.831.2665 Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lot 9 Reagan Pointe 751... Date: 12130/2016 By: FJF For: David Weekley Homes Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.149 in/100ft 0.149 in/100ft Actual air flow 1100 cfm 1100 cfm Total effective length (TEL) 4.0 161 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 C 1526 51 63 0.177 6.0 Ox 0 VIFx 35.5 100.0 st4 Bdrm 2 WIC h 516 22 18 0.171 4.0 Ox 0 VIFx 40.2 100.0 st4 Bdrm 3 c 1327 42 55 0.180 6.0 Ox 0 VIFx 33.5 100.0 st4 Bdrm 3 WIC h 314 13 9 0.177 4.0 Ox 0 VIFx 35.5 100.0 st4 Bdrm 4 h 2013 86 78 0.159 6.0 Ox 0 VIFx 50.6 100.0 st4 Bthrm 2 c 114 4 5 0.220 4.0 Ox 0 VIFx 24.2 85.0 SO Dining/Kitchen h 3641 155 143 0.189 7.0 Ox 0 VIFx 31.7 95.0 st2 Family h 6791 290 244 0.190 9.0 Ox 0 VIFx 31.4 95.0 st2 Mstr Bdrm c 4451 87 184 0.219 8.0 Ox 0 VIFx 24.7 85.0 st1 Mstr Bthrm c 1115 27 46 0.192 5.0 Ox 0 VIFx 24.9 100.0 st3 Mstr WC c 37 1 2 0.195 4.0 Ox 0 VIFx 23.1 100.0 st3 Mstr WIC h 898 38 25 0.189 4.0 Oxo VIFx 27.3 100.0 st3 Powder h 838 36 13 0.159 4.0 Ox 0 VIFx 40.6 110.0 st5 Retreat c 1388 49 57 0.168 6.0 Ox 0 VIFx 42.8 100.0 st4 Study h 4247 181 109 0.149 8.0 Ox 0 VIFx 51.1 110.0 st5 Utility c 1220 16 50 0.214 4.0 0x0 VIFx 27.3 85.0 st1 2017 -Apr -25 12:33.17 y wrightSOft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 ACCiK . Lot9ReaganPointe7513A\Lot9ReaganPointe7513A.rup Calc = MJ8 House faces: SE Name Trunk Htg Clg Design Veloc Diam H x W Duct Stud/Joist Opening (in) Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 66 73 0.189 372 6.0 0 x 0 VinlFlx SO st5 Peak AVF 217 121 0.149 491 9.0 0 x 0 VinlFlx st2 st1 Peak AVF 438 591 0.159 553 14.0 0 x 0 VinlFlx st4 Peak AVF 264 279 0.159 633 9.0 0 x 0 VinlFlx st1 st2 Peak AVF 662 509 0.149 619 14.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox 0 1100 1100 0 0 0 0 Ox 0 VIFx 2017 -Apr -25 12:33:17 wrightSoft• Right -Suite® Universal 2017 17.0.18 RSU24005 Page 2 ACCK .. Lot9ReaganPointe7513A%Lot9ReaganPomte7513A.rup Calc = MJ8 House faces: SE v ao TON v/8Kv e240v WH 1843 plen RECORD COPY platform by bldr scale 11/8'=1'w HONEY2 MME DAWEV ELSYSTEMM so • S HUM z•!v zr•z 42X42 A/C SLAB ,D.6,rr ,r .r r.3vr N CV Q D12TZ BY BLDR MIN 4W 06 o N cPaD10 2' FROM W LL ' eP' 115 DATS C7735A 1000 - v o a TH632oulaooDAG 6"02ou1000DAG v x 40va trans 1L loll! 14 g I CP Y { y N m Q I I I I Z L) I I I I g N DIU d w O lagin _XSRSRII Qm ( U I I I I www ¢ Z { b Q ( I I I FF10 12 O S CU I I I I n0 AWK Tr to J4Z d E 0 2 _ QQA i i Z x N J N 0 Transfer ducts/grilles sized In 3compliancewithFloridaResidential Q O Building Code - M1602.4 Balanced zJ6osN 306 -SM 2J66SH CS N Return Air, exceptions 1-1 Builder Or•r or -01 or- r must provide unrestricted I. Inch MULLED MULLED MUM undercut on doors to hnblteble 6••o r•r ff O rooms. ie•v tt r 3a•r 1 7- 1 1 9 9CR a t i, „wG oFIRSTFLOORCAR GARAGENOTE: ALL BEDROOM TO MEET EMERGENCY NOTE: ALL 1 ST FLR. CEILING HEIGHTS sus w>z EGRESS CODE 9' - 4" UNLESS NOTED OTHERWISE z o — a ~ m F- Q Must have a minimum clearance of 4 Inches around the air handl r per the State Energy code. All duct as nn r= nsu a on va ue. STEN a AN m a- J U) p o 66PNa ab a I I b &0 L J 1" s s -v DINING FAMILY b i 1r b b ITCH ' H ' s iii 145 1277x6 lwc .•r •r a r•!r r• N worEF 4 b O zJso 1 'x 14x8 lecd RRRsstaves245 60 en ven roof cap $ g 11 L 2 CAR GARAGE ; GwnDN 3' bath duct to roof cap ; w/fan _ Nutone 696RNB ---- :- 2awru --- _ m w UIE4=Plg0R E TRY 5;,-- " q r ,r •a ! c g b x 6savEs J N 0 s 10• PEN OOMK ST DY 14x8 Iwcd v a0 TON V/9KV 0240V 1PH 19x13 plea bin tforw by scale II iOEYVELL L, Z_ W-W DAMPER SYSTEM ZONE— c NS•tP a••P S•r ir•tR HZ221K 42X N tur3'.s r•r ?•r a ARD14TZ 06 e r.Q ®a54s+ '- D12TZ 2Y Q \-C\ t DATS C7735A 1000 V O o Z 0ziTH6320U1000DAG TH6320UIo00DAG V x 40vo trans S gf 9 Q z Q dt > O d a.. 9 zf s . LU H N I I I I 4' o a >Y 6 U7 I I I I B $ o ff z y a OJ I I I IN n Voo x < s µ W 4 Q, IDcompliance Tmnsfewith Florida Resizediial gOfof 3 Q C o Building Code - M1602.4 Balanced 2 3os2SH Return Air, exceptions 1-3. Builder pF ARS _ 7_ N er.r must provide unrestricted 1 Inch .--t dOr•r r•r •a .•s z•? z•z ra a•c undercut on doors to habitable d .--i 4••c tr•o r-tr tz•o rooms. P A n ON W O LI_ Rating o } SECOND FLOOR N m NOTE: ALL BEDROOM WINDOWS NOTE: ALL 1 ST FLR. CEILING HEIGHTS TO MEET EMERGENCY w > z 9'- 0" UNLESS NOTED OTHERWISE EGRESS CODE z o LU H- Q us ave a n n hurl c earance o aches around the air handler per the State Energy code. All duct has an r=6 Insulatlon value. Go CL J U) 0 0 1Rt5 _ b OWNER' S RETREAT I t•r N I BAT m h 1 23 e 8 e, _ I • 19g 14x8 l cd s T. IV { tr > o+• s .z r•r } j1C16rRM35- w till 111 BW ag L` F fi6Wm: l e 4 , 10x6 1w 111 ~ gS 12x12 ra cvr r•i° aucasc'' ? $® xr 9 N I I N s F.l Q•? a BI Z7C . 7 9b i-- - 4x18 r- 41 QP a I sl x n e 2D b I I s taurx to,• x fir•€ 4 4 h 3os¢ sH eT•r a 1 x fiats --- 9, t N z•? b f r•r e b e 1 6 i cd a rA Tr l ATlf IReagarn's Poirite Lo -t RECORD COPY Residential Load Demand General Method 2228 square feet X 3VA = 6684 VA Small appliance load = 3000 VA Laundry = 1500 VA total 11,184 VA First 3000VA @ 100%...........3000 VA Remaining @ 35% ................2864 VA total 5864 VA Dryer 5000 VA # 7- 1 1 99 Disposal 650 VA ;J\LDING Dishwasher 1200 VA Refrigerator 720 VA SANFOR Water Heater 4500 VA 91-,DAR Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 35,134 VA - 240V= 146 amps= 150 amp service I Model 7513 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole l City Sanford i i James Lanier EC 0002989 Office # 407-933-7771 PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 9, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 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 CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES t'0 Pd ' e a °. .r'rdd j •f 2928 GIPPER CIRCLE SANFORD, FLORIDA 32773 2928 Gipper Circle r= Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 3,200 sq ft (100%) Tract "Fit Impervious Area= 1,794 sq ft.(56%) D.E. 8L U.E. aA , Pervious Area= 1,406 sq It (44%) Common Area) p Elevations are based on ADO coy s civil grading plans. Ja •O• Lot is Type "A" Grading Plan b F ah 908. Lot 10 oo Am Lot 9 .:................ 00 o iso 9 ::::: Bios Amo A 00e tr ; A,o Al, fo2gos s o .. Si o.,::.:.. yo ..: ' b • ; :.: tS 2 7 cid .. a O• ... • y .. a9e : :: ti::'::.. :.:.::..'::o:. P 13P 17-1199 Lot 8 80 h • . '°a': o 00, °C oJ •' `aye ., j:.. S_ `„f Ali'• •.r ° ZONING& DATE CjP 1 10 1 a Ok to construct Single Family home with setbacks andimperviousareashownonplan. / T Field Date: 4/1912017 Date Completed: 4/2012017 Drawn By: M,C, File Number,IS-36536 PP Legend C Calculated PC -Point of Curvature CCB ContortiveConcreteBlock PQ, : Pape CM Concrete Monument PI Porn, of Intersection P.O.B. - Point of Bepinninp Cone Concrete P.O.L. - Point on Une D Description Pp . power Pale DE Drelnepe Easement PRM - Permanent Reference EsmL EnerrteN Monument F.E.MA • Federal Cmergenry PT • Point of resiliency Management Agency R -Radius FFE Finished Hoa FJevalbn Red - Radial FM. Found R&C • Reber d Cep IP Iron Pipe Rem • Recovered L Length (Arc) Rfd. • Roofed M Measured set • set 1S' Rebar b N&D Nall d Disk Holier Cap *LB 7623' N R. Non-Radk•1 Typ - Typical ORB Official Reartls Book UE • UtIlly Easemer4 P PIN WM - Water Meter P.B. Plat Book Delta (Central Angle) Wood Fence Chain Link Fence btu ah rl. dao P.T. located on Lot 7 a\ Q r Qra a Py QKIP This is NOT a Boundary Survey Graphic Scale 77 i 2 40' Scale: 1"=20' Sumey is Based upon the Legal Description Supplied by Client. Abutung properties Deedshave NOT been R—.,chedla GWL O.erlapsand/a Hiatus Subject to any Easements and/or Restrictions of Record Beanng baps shown hereon•is Assumed and Bash upon the Une Denoted with a'BB' Bullding lies are NOT to be used to reconstruct Property Unes. Fence Ownershlp is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfleld locations are appsosintate and MUST be verified by appropriate Utility Location Companies Use of This Survey for Purposes other than Intended, Without Written verification, Will be N the that's $We Risk and without Liability a the Surveyor. Nothing Nation shall be Consuued to give ANY Rights or Benefits to Anyone Other than those Certified. POINTS OF INTEREST. PROPOSED CONCRETE DRNEWAY CROSSES S' UTILITY EASEMENT. E DocuSigned by: W I L(k k II C AAMI(. B10ED63FCAE64EB.. dor my 0 ocft an Ute Data Shawn. Based on Information furnlshod to i Noted and Conforms so the Standard* of Practice for Land Sum the state of rlaldo In accordance with Chapter, sit7.os2 rlOrldo lmtrdstralivo Codes. Pursuant tg jWlan 472,027 Florida Statutes. Ireland & Associates Snrue ing, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurv"ng.com Office -407.678.3366 Fax -407.320.8165 c Of i LLJ N J 0 LLJ a- 0101 1` Q o LLJ - 0 0 V) c 0 LLJ c: 2 -0H Z Q N O a U v U Q w Q + 0 0- Z T Q LL.J LLJL z 0 0 Z OT LIJ In0 Z TQ4- O O Q J 0 LIJ N C 0 0) LLJ CCTI N 1-- i LLJ 0 N . r) L a a J Q 1-4-6- {- 9. 1 4.6" 12' - 2ND FLOOR TRUSS LAYOUT RECORD COPY SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 6" HEEL I BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 0 - 9'-4" HEIGHT 4) HUS26 8) THA422 19'-8" HEIGHT 1) THAC422 0'-0" HEIGHT 0'-0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSCERA71014S FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WFCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT OISCWMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVEN710HAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS RECTION BRACING WHICH IS ALWAYS REQUIRED TO LING AND DOMINOING DURING ERECTION; AND 3RACIN0 WHICH MAY BE REQUIRED IN SPECIFIC SEE 'GUIDE TO DOOR PRACTICE FOR HANDLING, TESTRAINING Q BRACING OF METAL PLATE CONNECTS ES RECOMMENDATIONS' FOR FURTHER INFORMATION 4LL BE INSTALLED IN A STRAIGHT AND PLUMB ERE NO SHEATHING IS APPLIED DIRECTLY TO TOP TOM CHORDS, THEY SHALL 13E BRACED AS SPECIFIED REEKED DESIGN. TRUSSES SHALL BE HANDLED WITH 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 TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD/ORMOND BEACH/MASCOTrE DAVID WEEKLEY HOMES JOB NAME 7513 — A LOT/BUf/SUmV LOT 9 REAGAN POINTE SCALE DATEDRAWN a-19-17 BY CRH JOB NUMBER 16175 RECORD COPY Alpine, an ITW Company S2400LakeOrangeDriveSuite150OrlandoFL32837 33 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Ov •.' 4 Q.J Page I of I Document ID:I W04408 -Z2319143744 a, Truss Fabricator: Job Identification: Accu -Span Truss Company r. * ; D* : * 16175-/7513 - A -DAVID WEEKLY -- Lot 9 Reagan Point (1617/75},3 - Truss Count: Model Code: 33 AISKLYj't 90..I` 29634--A1 Florida Building Code 5th Edition (2014) t`%P•.'4 yi '''ej. Truss Criteria: Engineering Software: TPI-2007(STD) Alpine Software, Version 15.01. 04/19/17 3 Structural Engineer of Record: The i dent i ty of the structural EOR did not exist as of 4 Address: the seal date per section 61015-31.003(5a) of the FAC This document has been electronically signed Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration and sealed using. Digital Signature. Printed 04/19/17 Floor - 55.0 PSF @ 1.00 Duration espies without an original signature must be verified using the original electronic version. 17109247 Wind - 139 NPN ASCE 7-10 -Closed 7 Notes: 17109456 04/19/2017 1. Deternination as to the suitability of these truss conponents for the Douglas Fleming structure is the responsibility of the building designer/engineer of Truss Design Engineer - record, as defined in ANSI/TPI 1 04/19/17 2. The drawing date shown on this index sheet rust notch the date shown 2400 Lake Orange Dr, Suite 150 on the individual truss component drawing. Orlando FL. 32837 3. As shown on attached drawings; the drawing nunber is preceded by: NCUSR408 04/19/17 Details: STRBRIBR-DEFLCAWB-14030EC1-GBLLETIN- 29645-42 Ref Description Drawin # Date 1 29634--A1 17109464 04/19/17 2 29635--A2 17109463 04/19/17 3 29636--A3 17109462 04/19/17 4 29637--A4 17109458 04/19/17 5 29638 --AS 17109246 04/19/17 6 29639--A5A 17109247 04/19/17 7 29640--B1 17109456 04/19/17 8 29641--B2 17109465 04/19/17 9 29642--B3 17109457 04/19/17 10 29643--B4 17109453 04/19/17 11 29644-41 17109461 04/19/17 12 29645-42 17109248 04/19/17 13 29646-43 17109249 04/19/17 14 29647-43A 17109250 04/19/17 15 29648-436 17109251 04/19/17 16 29649-44 17109460 04/19/17 17 29650-44A 17109252 04/19/17 18 29651-45 17109253 04/19/17 19 29652-45A 17109254 04/19/17 20 29653-46 17109255 04/19/17 21 29654-47 17109256 04/19/17 22 29656-48 17109257 04/19/17 23 29656--FG1 17109258 04/19/17 24 29657--FG2 17109259 04/19/17 2S 29668-4.11 17109459 04/19/17 26 29659--EJ7 17109452 04/19/17 27 29660--EJ7A 17109260 04/19/17 28 29661-4.176 17109451 04/19/17 29 29662--CJ1 17109468 04/19/17 30 29663--CJ3 17109467 04/19/17 31 29664--CJ5 17109466 04/19/17 32 29665--CJSA 17109454 04/19/17 33 29666-4.17 17109455 04/19/17 Re I, 1b1/b-//b1J - A -VAVIU WEEKLY -- Lot 9 Reagan Point - Al ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "1311" 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. THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SU;NITTFD RV TRIISS NFR 139 mph wind, 24.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. MWFRS loads based on trusses located at least 12.05 ft. from roof edge. 4X6(R) III 3X6(A1) _ UAo — "1O — 3X6(A1) _ 7-1(-3 0-4-0 lIE 4 -300 1 4- I< 15-0-0 I 15-0-0 I Ile 30-0-0 Over 2 Supports MMUWrgb R=1310 U=143 W=4" AS FI P;id I RL=180/-180 • .••C••/ i' fr R=1310 U=143 W=4" O-•`v.`. v S•••• Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. Wave FT/RT=096(096)/0(0) 15. 0A 06 A. 0 TY: 5/-/-/R/- Scale=.25"/Ft. OMNINcI•• ITEM AND EGua ALL INGnkAONTHIS GRGIIlRIITAMT•• FVANISM THIS GRA.IIf. M ALL CORI•ACTat IICLIpMIN1116 THE IIQTALLFAS. : • TC LL 20.0 PSF REF R408-- 29634 r.,>p> ,p.p,rp . [r— t.r. ,. r•pr,t.t,n,. Mrol,n•. •n,Pp,nN. n>[.11In• Aro pr.t, p R.I., to w f 1 M l.b•[ ••,t,m of SCSI llul tpinp COoll—•nt S.f•ty Inrorubon, by ,PI . RICA) ror •.r•ty pr.t[I 1 • T L 7.0 PSF DATE 04/19/17toop•rfor.,n• tM.• lu,palpns In•t•11•r• >n•II pfw,w a•ypr.ry pr.c,n• p.r •CS1. Vnl••s Mt•p o[Mf. ririi•• ; I cMrp •MI1 Mw P,...>.,.tt...od aruct ra •M.f.;p .no po[>t ° >n.l n.v. . Prop•rlr .tt DLrpip .Il,np oot tion. ror p.r..Mntul •a •r.l •In[ f M"I . pr.c l.q , •11•p P.f : ATE R AID 10.0 PSF DRW HCUSR406 17109464 a N F9 oc t,on• p s) or s, G,os> .ppl,-n Apply pl.t oo a' o.tn rata of for - ro> lot, .• • novel .mv. •11° • • Maw otn.r•I... R.r.r In•• 160A•1 for . p plot, p•.,t17 0%' Al J:;: G: t1" tAlp, F LL 0.0 PSF HC 1 OQ•.OM. . •,r,s,oI or Ib. •u, n • Grp.q Inc •n.11 M[ 4 ror pip (or •nr a•v,.a,on fr.• an wW . O/ •.•••OR 1 ENG KM/WHK ANnw tDMRWY th,n• ,,, 11I,q. •nY (•liar to pull° an• truss In conrprrllc• Alan ANSI/T 1 ,. or for n.rol I,q. •nlppinp. for •.•• t.11.t.on. pr.p,,,•.f tru..p. S •••••• OT.LD. 37.0 PSF SEQN- 513116 1 M NI• •fel M ••r•r N 1{ AO PQ• 11•tlny NI• uwlp. Irolo•t.• •tL••t•A•• •f rsf•••,•MI •°y11MN1r G 4 2:00 Lale^- tDr, SINlt 150 r•.pul•I l It y •.1 •,y /•r tM blp YI••n. TM wlt•plllty pro W of NI. °r•dnp far •n1, •trlstur. 1• r,, VAF r..Po..lplllty •f [n. wilding 0..1/1•r "r ANSI/TPI , S. 2. ' IIyTy lost OUR. FAC. 1.25 FROM RF OIFLdq FL r_sn FL COA YA 276 For ter. `nrpr..[ IPI ,.. ., ,pp•, o.n.r.l no > p.p..ro tn.>• wp ,la.• DOU la Fleming Lic Number: 66648ALPINE .Mp,MI . TPI: m tpm>t.orp, RICA: m..pe.Mu>trr.co•. ICC. .w •Aro Dougla,; SPAC I NG 24.0" JREF- 1W044O8 Z23 lbl/D-//bl"S - A -DAVID WLLKLY -- Lot 9 Reagan Point - A2 ) 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 Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED RY TRUSS MFR 139 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, 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. In lieu of structural panels use purlins to brace all flat TC ® 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.80 ft. from roof edge. 4X6(R) % 4X6 (R) #1 3X4 (A1) =_ -_ 111 DAD = OAU Ul 3X4 (A1) =_ L 13-0-0 I 4-0-0 I 13-0-0 I 30-0-0 Over 2 Supports R=1280 U=146 W=4" , A S F-4 R=1280 U=146 W=4" RL=160/-160 O Ci•`v`. III .R••aj Design Crit: FBC2014Res/TPI-2007(STD) a •••V $•••• PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1.04 06 .0 T +j /-/5/-/-/R/- Scale=.25"/Ft. WARNINGI•• READ AND FOLLOR ALL NOTES ON THIS DRMIIGI • I~AMT•• FLM.;: ORANING TO ALL CONTRACTOa INCLUDING THE INSTALLERS. _ A LL 20.0 PSF REF R408-- 29635 Tr.,w• roQ,,....tr•10 <.ro .n r•.r.....n•, nlrbl.n•. •m pp.np, .mull.np 1n• .r•c.n• R.... to - r • tn. Lt.a .Pa.Pn or SCSI I•un1. q Co1Po..-nt S•f,tr 1nr•r.•tlan by TPI . RICA) for ..fa, Pr1<t-, i * DL 7.0 PSF DATE 04/19/17 to p•rrorl.rq tn•,.r...et .on. In•un•r• •nN 1 Pro-.- 1 111y .-19 P•r •CSI LY.1111 rotor of • op cmrl •n•u nw- ProPorlr •tt.enlo •tr.c Aur •1 •M•em ny rw .otty enure •n•11 Mw • proP•nr •tt•en0 • • r.•lo 9. L•c•ll•n- ,14.., for ,o-1 1•t•r-1 r• r-1nt nr •1C• fn•11 n -r• --9 ;AT E DL 10.0 PSF DRW HCUSR408 17109463 r1 I T• s •S. •) or •10. •. •Pp1.c•a o. APp1r P1•t•. to •cn rico or v., •ro po•.c.on •• •1w. •Pov •rW I • Li a PON lN`lu nt Ga..1.. .n1..• mlod >tn1r.11•. No- to Yrw.nG, 16OAiZ for --rd P11- Alp:.- 1•t.9O : .' I, eK'$-: LL 0.0 PSF HC -ENG JB/DFIu A1P..w.. e.....o.. Pr In R... IP,.q co.00rwn •crow In< sn.0 m 1. rPr A •• ^` Op`pP•• ro,Pm•1. •.r eov.•t fro. to /` I` • ar-..n•• -nr f -.1.r• to ..111 tn• cru.. .n er-.rorl-nc1 .1tn ANSI/TPI 1. or Nor n•1.11.n•, -n1 • AN ITW COMPANY 1v-t.11.t.on ..r.<.,q Pf tr-,•-•. ppinp' ' , ' '• .....• •• OT. LD. 37.0 PSF SEQN- 739033 N.1 M NI. •rddlrlq N -1 ~ I I.t11q N1. •r••11q. 1n•Io1iN 1e.1•t•11•. of •rof...lr t.l MgIr I", y r.y..0 1.11Itr .1111Y f1r sll. •,11 . Nn.. n.. wlt+llltr .11...1 of _.. •ro.11q far •-r =._ I. 4y SAO NA` TI DUR .FAC . 1.25 FROM RF24WLateO=jt Dr. Swe 150 r.•P1m 1 II Itr 1f th1 wll•Ing DrlV-r •1r ANSI/TP I / S -.z. FA.- L.N OrlmdD.FL 328)7 For r1 .nrorouoo .« toll o• •1..1r11 nP • PK• • + I M FLcoA00 ALPINE --- .IP.rolt. <P.. TPI ... tP.n,t o R. rrcA ... •",""1::.Ix":.. ,.r<DOU 11a Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W04408 Z23 04/19/2017 I, 1b1/b-//b13 - A -UAVIV WLLKLY -- Lot 9 Keagan Point - A3 ) FValue Set: 13B (Effective 6/1/2013) hord 2x4 SP #2 Dense hord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, 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. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 5X6 o 3X4 _ 5X6 3X4(A1) _ " 18 — oxu — 3X4(A1) _ 1, 11-0-0 I 8-0-0 I 11-0-0 1 5-1(-3 0-4-0 1 16 30-0-0 Over 2 Supports R=1273 U=148 W=4" S FI l•;y 4 R=1273 U=148 W=4" RL=139/-139 O G•••• • ••••• Design Crit: FBC2014Res/TPI-2007(STD) • 5..•:%/ PLT TYP. Wave FT/RT=096(096)/0(0) 15 1.01 06 .0 T !j /-/5/-/-/R/- Scale=.25"/Ft. WARNING I•• READ AND FouA• ALL NOM ON THIS ORMINGI • IroRrANr•• ,Awls: TH1s uWNING To ALL cwhawrae 1NCLImma THE 1rsrALLE•f. T LL 20.0 PSF REF R408-- 29636 b"•w• .•pu,r• arw• ur• ,n roan ut,np. nrlen ny. •n,pp,np. ,hot• .'V oro a •coop. 0.11, to oro r • jr n bu•L w41m Or •CSI (WIIA.IV Coo oh nt S—sy 111'aM•11O .y IPI •ICA)rr r ••r•ty p,,ct.c•, I • / DL 7.0 PSF DATE 04/19/17 e p•rfor..n• a-- f..lct. m, I......... ,nu1 pro".- trp•r•ry •, oe.,q p•r .CSI. pt....,• Mt— , —Ws. • top cror• •MI I n w prpp•rly •ttKn•p •tr"ct r•1 ,M n.np oro Lott,• C-0 .n•11 M • Pr•p•rly ott.cna • • rlplo cool lrq. L-11oh..I.r., !or p,r—Mit"color .. ...tr.lnt o1 r— •n... n.— o;—..p In.<.11.0 p.r so I. ATE ; Q DL 10.0 PSF DRW HCUSR408 17109462 f^1Il1 . q 07 w •10. •. •pp Ue•p1a. Apply plot,• L, .•cn roto or t.... oho you tom .• •n,. •,ov. oro 9 • • y-• a 1 P tM<Jo m D•411•. ..H r• Ml- otMra s• R•f•r to Orr l,q• 1•pAiL N H•ro•r• pl•b po•Itlm.. O% R P •• { trt Alp:.— . •1,.•.m o1 17r w.1•,np c"opo,.mt. Gr 1pc. , 11 m r•.pp,...pl. for ••,.•tor fro• to .• • LL 0.0 PSF HC -ENG JB/DF ar l p. .ny f.11.r. to DullO an. crus. .n cmf,r•.ro..11. ANSInP1 1. ,r for n•rollnp, nlppl • • AN Inv COMiMNY .t.11.t,m ..r,p..y ,f tr...,.. r' 3, F '• • ..• •• OT.LD. 37.0 PSF SEQN- 739029p.- 1 —,-1. •rrlrq .. oo••r p••A II.tl11• N1. •/IIi•. 111•lA•LoN Aoo.•f•INIA .f prof -.1.11,) •1+11••f ll0 , r•APAr.•1 I llty —1•Iy fsr slr - is..1.(r.. TI.A •.I—.Is. oro w of -1. •r••1Is., ro to, "" "r.""r• '. y S/ 27GDLoleOnn`eDE, Swoeli0 coop.+lsulty .r the wnell.p p.aipmor p.r Ars1nSo c.2. 1 s.x. 4/b OUR. FAC. 1.25 FROM RF OIINdp.FL 32837 For oor• Inrpr'.t w a`1, "N', pwrr•1 ro Popo on• [ 000 .1.•, ca. FL COA 40272 ALPINE: — .Ip.M.t. TPI w. P.n,t.orp; r)cA: .w.f.p.ro ocr,. . lec — ..,.Dau Ila Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W04408 Z23 04/19/2017 k 101/0-//0I4 - A-IJAVIV Nt L11LT -- Lot V Keagan roint - R9 ) Value Set: 138 (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 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. 4X6(R) ja THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 3X4 = 4X6(R) Uy 3X4(A1) = anu — oxu — 3X4(A1) _ 4-1(-3 0-4-0 U4/1 W20 17 L 4- L 9-0-0 _I_ 12-0-0 _1 9-0- 0Le I 30-0-0 Over 2 Supports MMUlAb R=1215 U=287 W=4" G S Frcp ip RL=119/-119OJ•..• • ••.••% R=1215 U=287 W=4" O S••' Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. jQTY. 5/-/-/R/- Scale=.25"/Ft. 8ARMINGI •' KO AID FOLLON ALL MOTES OM THIS ORMINGI IMFONTAMr•• 11"ISH THIS DMIDIHD T, ALL =KrWCTM IMCLHDIMD THE IM6TALLE•S. • TC L 20 0 PSF REF R408-- 29637 i ru,w, ropu,ro o t ow •ro ,n rmr,cet,n,. nero M,pp„p, ,n t•Il.n, •ro a e<,no 0W., to •na f 1 * • 1•u,t w,U•n er`•c51`(wll... , na 5•ray Inroruc,en .YI111 • ,D wICA)`r r pray pr•etlt•• 1 : i o • Vnl•>, 1+1,,, L 7.0 PSF DATE 04/19/17 p•rror.,n, tw,• fv,c t,om I=..11... ,NI I pr ov,w arpor•rr er.e „p p•r SCS I rot•a o r,•r prorlyOa, s a a c•,1„r•,nt eA DL 10.0 PSF DRW HCUSR408 17109458r, p,e t• nII1I O D,2. D] er ete, •> •p111,<••le App,Y PI•tos to o•pcn•roraOo or cru •r,a po„c,on e, Nwn •eow •rolontD•t.,l.. ,.,, roa.o •an.r..... A.ra t• arw,no, IPDA-: r•r :a.m.ro pia. p.,lt,m.. QP •' tAlp,ro, In ,u, la,n, Coyo..e ,r• r•r jI OA •' LL 0.0 PSF HC -ENG JB/DF AN ITW COMAkW a.... or , Iro •nal roa .e ro,pon,,.Ir .nY aor, •t,on Irw n :•• or ••,rp. .ny f•I,,,rr [p Wlla aM tr uaa ,n cenfe —. •,an ANSI/1111 I or fur .•.l,n,, ` / •. un•u en . •r.c.n, or ar,,,,e. •4 N• OT. LD. 37.0 PSF SEQN- 739025Fs'S+ N wl —,MD. rrap Or oor.r pA•. I I.tI,* MU 01.1,4,. I1,•I_ ....V".,e..r pr.r.wl. 1 . *I IMN /0 1 in..,,1c..l l ity nm~ of MIs arwlne for •nY .tr.s . 1. ` 1,tY .sl.lr f.r M•h DUR 1.25 FROM RF2400LAeOmgeDr, SWie W 0. r..11vul.11lt) of M• Mulla ,D&gmr p r AIsSI/7111 I S 2. I H1 WW” FAC . Odul10. FL 32$37 FL COA 00276 For rar• 1---, Ml, Jo , ,•wr•1 m- p•,• •ro [M>• w. •Itw ALPINE --r "P.".t. ter, Ma i•.ap,n,a o.,, MIu ..:..m,roa,trr.tw. ICC -.n...... ±OL ala Fleming Lic Number: 66648 SPAC I NG 24.0" JREF- 1W044O8 Z23 U4/1 W20 17 161/5-//51:5 - A -VAVIL) WLLKLY -- Lot 9 Keagan Point - A5) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense •T2 2x6 SP #12: Bot chord 2x6 SP SS :B3 2x6 SP #2: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC f 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X4 S 2.25 211 W3X4 S 2.25 6X6 = 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 22.96 BC- From 20 plf at 22.96 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 240.39 Ib Conc. Load at 7.04,22.96 TC- 169.13 Ib Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 BC- 454.27 Ib Conc. Load at 7.04,22.96 BC- 126.68 Ib Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 - 6X6 3X1O(A5R) = 3X1O(A5R) s 3-1(-3 0-4-0 10 1 L, 7-0-0 _I_ 16-0-0 I_ 7-0-0II cc 30-0-0 Over 2 Supports R=2643 U=671 W=4" G1 s F e'O R=2643 U=671 W=4" O •••• N •••'• ,` Ir 6 •••J' `SF••' Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.0? 06 0 TY. 5/-/-/R/- Scale=.25"/Ft. 11ARNINGI•• READ AND FOLLN ALL NmES ON THIS W"INCI I • ////...L IMPORTANT'• FIANIsN THIs DNANILN{ To ALL emniRacin INCLIDim THE INSTPAAANS. T L 20.0 PSF REF R408-- 29638 rw•o• r -peso .. ..o .....n rrr,uu,q` n•nel,np. 1n,pp„q. ........ •,n n s„q. br r ao .,.e r 1 • • a bit,. NCiI c.cen.n S•r-ty In.•rptlOn. by IPI NICA,`fer .ra> Pr•ealt.. or.,n• L 7.0 PSF DATE 04/19/17top•r LM•- r,-,eu on•. In•a•11-rf .n•11 pr or,w t•.oer•ry br•e.np p -r US.. ar,.,..• M op t MHI Mv- yrep-rlr •tt,en•e •[r -i[ ra •M•M,np •ne Mttr CMre h... h."- • preprly .el•C ' / i It ATE DLr,P,a"c„np. Lee•a ,-n• •new. Mor p.r.•n-nt", •a.r •, r- r• nt of w1. •n-„ n.,,. br•e,np ,n1t•11.0 p.r 'V . Apply o :• 10.0 PSF DRW HCUSR408 17109246 O pl•a1. t1 en'r«• -r ar" .ne pe.,l,w. •.. ..e"..v 9 •' M Jo nt D•a•111, unl N• nelb OLMr11•• A•r•r a- 1.M,nps Ifo•.1 forl• t b.r• plea. po•,a,an•. • o PaA1P•M. a,1,.,m IT wumn• t-wa,.•nas Crew Im i7 • LL 0.0 PSF HC -ENG KM/DF AN IrWCOMMNY r •n.0 Mt w r•1poM,•,e rer ry o•., ua.w. rrr to O^`O••• N•-I,q, -nY f•„er• to •1„e CAM Lr"1. In c fw.u,L• 11th ANSI/1P1 1 or for M,b1,,,P, •I„ • • L......on • h ,q, .r Lr,..... ° P"'°' •••••••••• G• ( WI OT. LD. 37 .0 PSF SEQN- 513256 r N,• •r ON « OM.f P.R. Il.tlry tl.1• •rrlp, I,NI, O•tr rC•Pve. .. Pr•fr.I Ml•1 rRlnrflp '',o A' Al G r••••M,•1llq -1.l1 for t,.•-.10..I.e... Tn. wltr,l1ir r..• •f NI. •r. -,n• fnr .n, Kr.Ctur• ,• " f+w ' rM4 DUR FAC 1.25 FROM RF2WOL•leOnllreDr SmH150 r-.pwr,•11Ia, er u,. 11,1 di,, Omiq r p.r ANSIAPI 1 Soot 1pflFtMIM11>t OIIMIdD. FL 32837 FLCOAID279 Fer ter. ,^rer..a,w. --- -1. Jr • P.n.r., M 1 PI" •,.• -1 ALPINE: -w.•,P,M,a1e TPI .ap-t.or•, MICA: -w..e-1 Y.- ICC• - 1DaualaFleming Lic Number: 66648 SPACING SPACING 24 .0" JREF- 1W04408 Z23 U4/19/2017 16175-/7513 - A -UAVIU INLLKLY -- Lot 9 Reagan Point - A5A) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP #2 Dense: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC a 24" OC. 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. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 17.94 TC- From 56 plf at 17.94 to 56 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 31.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 17.94 BC- From 20 plf at 17.94 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 260.68 Ib Conc. Load at 7.04 TC- 189.42 Ib Conc. Load at 9.09,11.09,13.09 TC- 169.13 Ib Conc. Load at 15.00,16.91 TC- 186.76 Ib Conc. Load at 17.94 BC- 484.12 Ib Conc. Load at 7.04 BC- 156.53 Ib Conc. Load at 9.09,11.09,13.09 BC- 126.68 lb Conc. Load at 15.00,16.91 BC- 609.48 Ib Conc. Load at 17.94 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 6) W3X4 S 2.25 21] W3X4 S 2.25 6X6 = 2X4 III 3X4 = 6X6 3X1O(A5R) sa 3X1O(A5R) L 7-0-0 -1- 16-0-0 I 7-0-0 I 30-0-0 Over 2 Supports 3-1(-3 0-4-0 R=2797 U=673 W=4" R=2390 U=564 W=4" Design Crit: FBC2014Res/TPI-2007(STD) ' SF••• V PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/0(0) 15 1. .06 1.0 QT 1 L/ -/5/-/-/R/- Scale=.25"/Ft. WARNING I•• RCRD um iDLlp• Ru Rorer a ells 0111011111W.1• p, • T LL 20.0 PSFi'D•rA•r•• MRIS• 7NI3 DRA•IR• l 7• AlL COITILWMR1 IIICLImIRG "S 1• FRILL A. • • REF R408-- 29639 iru..e. requ,re • lreee •ro n !•pr.e•t,n•, -1-9. .n.pp.", ,n t•II,.p .M .,-q. to Y,e 11 • ` • M 1•u•t wltlon or Rtsl`(wu... p Ca.•on.nt S•r•ty InrorotlM, pr IPI ..m •1C.) for r• 1S y, 7 DL 7.0 PSF DATE 04/19/17 O perfere.n• lM.e f..Kt,oM In,t..ler. •n•11 pr- lalpOr•ry p •e,np , SCSI Ilnla. M[ea O[Mr• • DRW HCUSR408 17109247 L 2 Mre .n.II n... p,"r.••ll - .MI: n..e • prep.rly •" rl•lo eelllnp. L.c.tlm . fer per.e..en[ le •rel .Int f w . Nell h.. bred..: IM[el lee P. SOS : ATES]. •7 .r 810, e. epp Ue•plo Apply plate• to O.en f.ee If aru ...e pa.uM •• .s, .eewM`:olnt at....1... M.b eaMr.I.. R./.r tp °r..In„ -: fey :a.,°.r° :• A1pI DL 10.0 PSF HC -ENG KM/DFa LJ-- plot. pp,.t.M.. ,9 P # IM. • . er 17Y Su.l,.ny Ca,gown , Gr..4 Ine. M.11 ,qa p0 ro•pw.,.ple r any °,vla.en /rM •• Inp, enY fel l.,re 1. 1-1le ll.e cru.. In tpnf•r..ae .Il. MSI/IPI 1, or fof nNel Iry, Nlppinp, • • OR%V• LL 0.0 PSF SEAN- 513233QANITWCOMPANYri,Ml.11.t,an . pr•e.rp •f tr...e. /C • , ijf •••• f••••• TOT. LD. 37.0 PSF N•1 M tM& •roplro N o&v p.•. I1. ,., till, °r°p1fy. jMjo•t• •M.Vt & or PmfoIoIeMI p 9111ppf11e repppro lelllty rer t Oloolo. Y.O .. TM wlt•plllty w w or t1.1• • ..• tor .ny arlrs[.•• 1• /77 S pNA1. h.,.... V.1yrp•pv u111ty er uta WII•I.p D•.l0.er per R•SWTH 1 S-2. 74y DUR. FAC. 1.25 FROM RF210DLaIxOmVDr,Swrc130 I.r f1fy µ{1 t1 r SPACING 24.0" JREF- 1W044O8_ Z23 OdRndo.FL 32237 FLCOAdons er. Inrerw.... ,« tnl. tae 9-....p . p.D..M aM.o wp .1 u.: LPI•[ ..e,.Ip.M.c..eee; TPI: --- tp.n.t ..•: •lu ... a .try•e.: Icc:... .• Dou Ila Flemin 1 Lic Number: 66648 04/19/ IbI15-//D13 - A -UAVIU WLLKLY -- Lot V Keagan VOint - 61 7Value Set: 138 (Effective 6/1/2013) chord 2x4 SP #2 Dense chord 2x4 SP #2 Dense Webs 2x4 SP #3 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. Truss designed to support B" maximum gable end overhang. 4X4 = THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(/-)=0.18 Wind loads and reactions based on NWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 2X4 (A1) = 2X4 III 2X4 III 2X4 III 2X4 (A1) 20-4-0 3-4-3 1-4-0`j L 6-0-0 I 6-0-0 1--- 1-4-0-3,j 1 Le 12-0-0 Over Continuous Support R=89 PLF U=20 PLF W=12-0-0 A 4 i S •. Design Crit: FBC2014Res/TPI-2007(STD) Y PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1. .06 1. OT 1 L/ -/5/-/-/R/- Scale=.5"/Ft. ww1"ISH MEAD AMD va w Au MITES oM 1MIs LWI M6I . 0• ' 1lOIITAMT•• rva1" TIAs DRAMIRII TO ALL CDMFRACT•116 I ORMI16I IMSTAuIRR. • • T LL 20.0 PSF REF R408-- 29640 ir1. ..`r.qw re e:: ~ c, .. rw,. np, M.al,np, .elppi q. m.ull,np •„e •r«.np. R•r.r a• .rw II : * by P1 ...e .51.'e :;;`y Pr«alp. - p.r/er..np'a DL 7.0 PSF DATE 04/19/17 r..,et.e.... In;IICSIpt.0l ir:`»j:.`1;'` y,anre:'en.. tep oMro eMl IMMw properr l..n.[t«Pb .t r.itur•1 •Mer.•` M «[[w • •11 .eve • • SArpme•ul,q L«.alpnf ror pruMnt 1•t•r•I [.Int .r weso. nerll new pr«Inp .:ftai.p`p•r : ATE ior •10. ., .ppl,e.wl•. Aw1Y plea•• [o e•cn r«• • M JO.na D•a.11e, .n 1•.• nptb Mrel.•. R•f•r ae Orwl„p• IAOA-1 for • .M.rO PIKe pe•, a. o... DL 10.0 PSF DRW HCUSR40B 17109456 ir r....`.,e Alp— . br.um or 1" •..... C.Ape,.n • Dre.q IM A— M refpon•.el• I« •nY e•vua,m rrw e• A •• er f..l aIle • LL 0.0 PSF HC -ENG JB/DF AN ITWCOMR NY Inp..ny ur• [o O.. lM lr w. In cs,forp.nc. e1.. ARS(/1/I 1, or fer I,.,,el lr,p. .n,ppinp, • n.[.Il.t,on A br.e.np e/ ar,-.p.. • OR •--'* TOT. LD. 37.0 PSF SEnN- 739017V pwl M 1111• •fw111• p1 ••NM p•T 11•tlp NI• Mwlnp. It/IP•w •w•ptYW N PI•fw•1•/1.1 prp lnwllll r••p•r IRl11[Y wl•ly f•r tM P..Ipn •1.p•11. TM wltillltr w w •I GI• •rwlrlp ror ••d •trlstur• 1• i rwP lollltr M [M •„Ile11q D••lq, AMSMP / Sm. 2. DUR 1 25 FROM RFA..... 2JOOL Lt Or= rDr Sww 15D X32&77 per -rI.• l FAC . SPAC I NG 24 .0" JREF- 1W04408 Z23 OdumID,FL FLCOA90278 For Mr• In/orualon • anl. j—'. p•n•r.l M e p.pe eM tM.• wp slt•s p u V AIpINE. •ee .Ip.M.I. c•.: TPI: .••.tp,n.t -9. /TCA: e•• .,.ary.ee.: ICC: ee.. .r.Dou Ila Fleming Lic IVuIn er: 66648 04/19/2017 l 101/J-//316 - R -URVIU TFLLI%LT -- Lot a Keagan rolnt - Lsz Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP H3 Lumber value set "1311" 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. 4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, 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. 2X4(A1) - 2X4(A1) - 0-.20-4-0 3-4-3 LNE 1-4-0BIJ Li 1-4-0->J L- 6-0-0 1 6-0- 0icc I 12-0-0 Over 2 Supports R=534 U=122 W=4".%;34 U=122 W=4" RL=89/-89 •7 I Design Crit: FBC2014Res/TPI-2007(STD) ' S •• v PLT TYP. Wave FT/RT=096(096)/0(0) 15 1. .06 1.0 QT .8 L/ -/5/-/-/R/- Scale=.5"/Ft. WARNING#•• READ AND FOLLON ALL NOTES ON TNIS DRAIIINBl 9• IMPORTANT•• FURNISH Ills CRANING m ALL CNNTRACTGNS INCLUDING TE INSTALLER\. O• T LL 20.0 PSF REF R408-- 29641 an.r std, arMlt,an or \C51<'\ullo,rlor,ew rnp` n•nOl,n•. ,n,pplrlG, n t111. 1n\ \rs,np: Aefor to .rr. 11 j • 6n.•,..tlw er'IPI 1n A> .•r f.a> P,.<tl<. * ; > DLY 7.0 PSF DATE 04/19/17 1 p.rr.,..np a . r . ea, .. 1Ma•.I.r, 11s.pr. aY tAApb 1 T .r.<,,:G wr KS Unless rotes o[ror RMr. • top <ror0 MHI Pr.P.r lr Att•cnK 1V.vWr•1 •nl•tft. N .,w cotta• C o M 1 n1r• 1 prop.rly • &.4b. • rr1p10 <Nlbp. Leclalws ,Tow. ro, Pb- I.a.,11 rwVllnt or w\, Lroial'n•v \r„<I,p Inat•Ilb p. S : ATE • Kt,on. R) a . 1.;onN,G. ., 1pp11e1o11. Apply pl,a.• to oxn r1<o or tr,n Pa.,t .. ,row• .aa.. . • aM l.Ina G.t111., url.., roab oaMr•I w. R•f.r Orw.,gs /G0•i !or 1 - DL 10.0 PSF DRW HCUSR408 17109465 III J1Jl D AN RW COMPANY a• a a p111. p...a ion, . Alp,:•.. 1r ITr w,l•, q .p. a . waq Iro. .n111 rot » r .para,\I. r .n1 .aa..alon r,..' •• `OQ. w,nG. .nT'fllluro to Wlla an. crus In conrx\.n<• •Iln ANSI/1PI 1, or far _. .,V •n,ppinp, ri•t.11.a.an . \r.<..,p .r ...... •. OR t""" LL TOT. LD. 0.0 PSF PSF HC—ENG JB/DF NI•••• 37.0 SEQN— 738903 wl res NI. •fwln• K ow.f p.•. 11•t lllp NI. /rwllq. 111/Ialtw 1.Mt.11<• N PMfw\IMI MV r••pwl.l\#Illy wl.l)r f.r tA. MIDI Mow.. 7M .ultYllltN .N a.. .f to l• rlrwlp fx wry -=.M' S pNA DUR. FAC. 1.25 FROM TH24COLaUOnWDo, SINNI50 OFIN1dG.FL32837 rwpwwl\IIItT N tI» wll.lg D..lowr pa, ANSI/T 1 1 Sw.x. F., Inror\.uon gNti FLCOAAO278 w,. .•• tnl. 2w,•. 9—-ro . P.G. •,.. tro,. w. ae..• ALPINE w 1lplrola•.<v. TPI:.•• Lp.n.a.w\. MCA: w •,.try.<bb: ICC..... •r•Dou Ila Flemin r Lic um er: 66648 SPACING 24 .0" JREF- 1W044O8 Z23 04/19/2017 16175-/7513 - A -DAVID WEEKLY -- Lot 9 Reagan Point - 83 ) 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 Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 10.92 ft. from roof edge. 4X4 = THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, 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. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) _ 20-4-0 T L- 1-4-0-j 1. 6-0-0 _I, 6-0-0 1 Le 12-0-0 Over 2 Supports Mp 4 i R=540 U=68 W=4" F U=48 RL=71/-77 Ov.••• • ••.. _ Design Crit: FBC2014Res/TPI-2007(STD) , O •,` SF ••• PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 0 6 TY, F -/5/-/-/R/- 0ARNINGI•• AERO AID FOUM ALL NOES ON THIS OWIMI IfORTANr•• n00I15N THIS pwlro TO ... mWTWAtrOIa INCLIID 1110 THE IWfTALLFIQ. 1 T L 20.0 PSF r..... ...... . tr. e•ro .n r.......nn, Mroi.,.o, >m pp..p, ...w l. ...• .r«.,.p:..for .e .ne roq : I 7N : •f1nIa•sa w.Um or peal (...... .p COMM• C SJ• y Inf.r.•U m, OY IPI WICA) f.r f•ay pr «[,eN P . • TC L 7.0 PSF p.rf.r•,npf...Oa.m, In>t.11•r. >n•11 prM,.. t•p•r•rY .r«.,.p p•r .CST. Vnl•f> rotor ....r.. ' • ATE • tOp .Mr. .MI. n.v Prop.rlY .tt«nm stru.tur.l uw•[n.ny •,.• MttO. <ror0 M... n.v . pr.p.r.y •[tAle...• /. •oe Io" o.. C•.Ilnp L«.aim, N.>.,. for P.r•M•na bbr•1 r•str•Int of ww ,nal .•.• pr«Inp ImUllm p.r K 1 i ; L 10.0 PSF I D « t,M> pQ B7•, m0/ 0. •> •ppl.0 Apply p.ao. of O«n r«• Cf fr.. a apo>rt.m •, a•• o.o •..• a M JOlna D.Ca b. .nl... roam ... I. A Ra•r .. sln0. 1.0A4 fO,': w. ...a. poa aim, 6j •. Q O ,. tA.p.n.. . of 171 p.....,no c..por..n . Gr..p 1«. •n•.. ro o.pm•..lo for MY m .m fra to .'/ '•. ,• LL 0.0 PSF Inp, •ny'f.11ur. t• .ul l0 aM Crus. In OMf.rA••Ax• .I[n NISI/7 1 a,r.r 1., n.n.l.4 ...Ppino, ••• ••• ` AN ITW COMPANY as ..a.M • •r«.rq of ar..>... •••••• n- 1 Asn t•1. •r-1.10 « .OY•I p• . II -Ing ^1. •n lp, lMl— . p,A a. N pnr•••1•.1.1 NyIM•rIp 'yS/QNAL i OT. LD. 37 .0 PSF r•.pm•1 IIIb ••lay fK s7.> Ap.•I0n YNA.. Ti- w1OA1..1,ty ANW w N NI. Or.a,.y fw Ar.y •tractor• 1• •Iyy, 2rDDLoLeOrrnrrDr,Swrc150 r..pm.lalltY •r tI. wilding IN -19 .r p.r AOSI/IPI I S 2. yF gq DUR. FAC. 1.25 Orlando. FL 328)7 F., ..r. .nf.r...,M ... anl.,m . a—,..p". . p.o. — t ••. •,a.. SPACING 24 .0•• FLCOAOD279 ALPINE ... aP.ro.a..t... TPI:... tp.n,a .r,. WTCAA...'...s.ro..ary w. ICC. .w..ss..r.DOuela Flemine Llc Number: 66648 3-4-3 Scale=.5"/Ft. REF R408-- 29642 DATE 04/19/17 DRW NCUSR408 17109457 HC -ENG KD/WHK SEQN- 738904 FROM TH JREF- 1W04408_Z23 1, I0I/0-/IDIS - A -VAVIV WLLKLT -- LOt `.I Keagan volnt - C9 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP IY2 Dense Webs 2x4 SP #3 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. 4X4 = THIS DIG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. f -A -e kn I = LA9l1i1J = LQQ 1-4-0-j LQ- 1-4-0-j L 4-6-0 _L- 4-6-0I cc _ I 9-0-0 Over Continuous Support naIA R=93 PLF U=21 PLF W=9 -0-0j F RL=8/-8 PLF n G.•••' Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 0 '. 6 T) IARNINGISN •• READ AMD r0LLO1 ALL MOLES OM THIS pM1I1M61IIPOUAMT•• FIAMII THIS ORARIII6 TO ALL CONTRACTORS INCLUDING TONE IMSTALLEiS. it uaw r•en•nr• • draw e•re nn fwrncatnn•. naMllnG, N,pp,nG, nwa•IlnnG ant Brae nrq. R•f•r ao •ro fo ortMbust •ala ion •CSI IWlne l,q Ce•eee.nt 1. Inrere•t..n, ey 111 •m OCA) for ••oar Pr•etlew p•r lor•nnG tMw fprdi en,. In•tall•r• ,n•11 prwnw a•epor •ry er•e„p p•r SCSI. Ynl••• MtN 1-1 r/ uJry"/' e ent a Mall n•va pr•p•rly . tKnw atr,ter•1 •MNn,n aro ee[tm cM,e .NII naw . pr•p•rly . t.d .. rlGlO c•1IIeG. Lec 911 tH, ,Man`for p.,ern.nt Lbr•1 rwar •Int o1 we, •n.I. n.r• .r•c l,nG IMLNIN`p.r INS ATE 0 Q 0 3. n 160A-[ rerL-p i.0. 8tMarwra NAIpn. p. prf•o• rrraw• fonwr prnwPnII ewNllMpupmlnG•., ero w10tlo•.•• Mlawa• Ina• G rra• nteNewa utt• yyr O clRym uea,• nA• Nr•$ I/TPI ca• o wl. ItlnnG wY Dle nt•1, o•r . Rp••• AN frW COMPANY er•p r trn• SOIM• N.1 MlNI• dr -1.0 .I MI ~ II.1A0 NI. Ora.lp. IddOOs•NOdMMmq llaHe, wennsalm• lla.NI•Iy I•design Vi, int w1w11cr nW AT -1• 116 ter y rW_ 1 u.. O1 NAL 2JODLAeDanteDr,SwwO l. f s •eg O. V— per ANSI/TPI 1 SN.2. M/91YrSNgWt OdhlldG,FL 72537 For wr• nnf•rutl•n , ani, Jw 9--• pap• -0 tn•s• wa •It••. FLCOA90279 ALPINE 'Op_ 1. c . TPI 1p-1.-,. MICA- - ary•ce- $CC: e-- ... I•Dou Ila Fleming Lic Number. 66648 2-7-3 20-4-0 F -/5/-/-/R/- Scale=.5"/Ft. T tL 20.0 PSF REF R408-- 29643 TCL 7.0 PSF DATE 04/19/17 DL 10.0 PSF DRW HCUSR408 17109453 LL 0.0 PSF HC -ENG KD/WHK LD. 37.0 PSF SEQN- 739014 DUR.FAC. 1.25 FROM RF SPACING 24.0" JREF- 1W04408_Z23 Ib-1/5-//D13 - A -UAVIU WLLKLY -- Lot V Keagan Point - h1 ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :B2 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.31" DL: 0.24". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. THIS DRG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 111 W3X4 1.25 L 1.25 161 W4X8 4.25 R 1.25 201 W3X4 1.25 R 1.25 241 W3X4 2.25 R 1.25 20" 20" 4-2-0 9-4-8 13-0-0 4X8[161 0-8-0 3X8 = 3X4 = 3X4[111 SIV=3X4 1X3(R) = 3X8 - 3X4 = 1X3(R) ra 3X6 as IE 18-7-4— Le R=951 W=7.25" 3X10 = W=3X4 = 29-10-8 Over 3 Supports - R=1 3X6 = 3X4[241 W(R) _ 0-8-0 1 140 B2 T10-0-0 3X4[201 - 3X4 = 3X4 = 1X3(R) Ea 11-3-4 _ 1 R=515 W=7.25" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 14$111 r" S •• ' QTV. F -/5/-/-/R/- Scale=.25"/Ft. ww1MG1•• FLOHIS AND roues ALL OWnL4MOVIES a t111s oauNDIipIMNT•• r,Nu15N THIS 0111•IN6 7D ALL C011MC,OAS INCUmIM6 ,la INSTALLEL4. i • L 40.0 PSF REF R408-- 296441 tru>N, f..r1e.[,n•. A.,— • i ruqu,ro Ntr..o e.ro 1n MOO ), p, fn,pp.M. ,M[.111.p .ro .r.e .ny to .M fo M ...Nt b...., .f oe51 ,..,.1.1n• e.,p.n.nt 5.far 1nf.rNtlOn. .y ,PI .,...ICA, f.r Nfar prOet.e.. p l r T L 10.0 PSF DATE 04/19/17 to p.rfor.lnp tMN f.net ions. Inft....rf 1n... prOv,N t.tpor.rr .r—," p.r •C51, l.n l.ff Mtw of Mr., p 1M 6 final n.,,. prop...r at.en.o .t—t.r.1 ,M.tn1 p ....tt.. e .Mn n.w . pr.p.r.r at.e ATE r •,. e.111.p t.ea.... w f.r p.rp. r t Lt.ra r., .Int .f ..., Mv. .r sl p N, n. App.Y3117,,, no.> o ; DL 5.0 PSF DRW HCUSR408 17109461 L pD bt,wf ..r .ppllewb. — 1... .n r....f I.r pN.t.....> f.......... M Js,nt ..11• nOlb Otn.rolf. A.r.r to —lops 160.-( fsr ft Wfr. p..t. pNltlOnstA1p,M. . 0,.,,1m .f In O., -M C ,.,ntf Gr.. 1p f .. MI w r......... f.r •nr .w,.ub fro. to ei " / PL LL 0.0 PSF HC -ENG JB/DF M .lp •• ••'' blrvp by f.11ur. t0 .ull. lM tru„ In <Onrpru...eo Olin MSI/IPI 1. .f for h-1 lip, ,n,Pp,.p. 'I •1•. ••• I/ ••• AN IrW COMPANY 1-11 11 m A .r—V or tr.nf.f. y' y SS' OT. LD. 55.0 PSF SEQN- 738984 N.1- "1.01-110 .f ....f PINION, 11-1.0 -1.4-110, IMI..tNM1.. .r twl. ww.w r.r 1. r ' uiiii> n, .s..in.. tn. IP..^ AIN) I S-2 per t DUR. FAC. 1 FROM RF2WOLaleGrvlgeR,Smm150 4f11rgIWtU"" 00 Odmda,FL 32137 A.COASO272 r.. -r. ,nf.fNtlen ... -1. J..,b--"' ' p". ALPINE. w...Ip,M1tO.e—TPI:—p—: l: p— erpp •Io11:.:'f.e,M—y.ew: lee: ........DOUL'IO Flemine Lie Number• 66648 SPACING 24.0" JREF- 1W04408 _Z23 k1011U—//OIJ — „—UIfV1U wCrl%LT -- LOX 7 Reagan rolnc - rc) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4] W3X8 4.25 L 1.25 61 W3X8 3.50 L 1.25 14] W3X10 4.50 R 1.25 16] W4X8 4.25 R 1.25 1X3(R) = 3X8[4] = i 0-8-0 7 1X3(R) 3X6 R=1000 W=7.25" THIS ONG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 20" 9-4-8 14-8-0 W=3X4 3X4 = 3X6 = 4X8[16] 3X6 = 3X4 = i 0-8-01-4 0 T 1 4X10 = '^ u = IA3k11) I=- 1X3(R) 1X3(R) L6-7-4 ZO 3X10[14] = 25-8-8 Over 2 Supports Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS, Wave FT/RT=096(096)/0(0) 15. If Q".v c 1 JY1.01' 6 0 F -/5/-/-/R/- Scale =.3125"/Ft. 1111ARNINGI•• wAo Alm FoLLos ALL Sinn 011 TIAs OIw11R11 IiOATAYT•r FMISM THIS OWING TO ALL COYTIIA0106 IMCUIDIAG TOIWFMIEm. L 40.0 PSF REF R408-- 29645 irw.•• .••r.r.....:7 <.r. .n r.Drlut.np, .-1-9. --no. a.r.rm.np. .Mt.Il.np .,1. to .b ro or •CSI (WI10Inp Co;Io. t S.roty I.—I-by IPI • l nu) for ..r.ty Pr.etl<a P ; r L 10.0 PSF DATE 04/19/17sP.rro—M t"I" r...tt.pM In.t.11.r. .n.11 Prw.o. tmpor.ry Cr.e.np lo, SCSI. 1•.I... Mtw of Mr.l p eMr• .n.11 n... Pr.P.rl ntt. CMo .trwtrr.I .n..%:;, ..° "`e .M l: n... PrpP.rly ." ATE r p.. .Illnp. Loe.tl m. r.r p.r•.,..nt I.t.r.l •Int r II .v or ,c lop In.t.11.. p.r DL 5.0 PSF DRW HcusaaoB 17109248 ioe I. u. n or 510. ...pPl.ew b. Apply plot,, to o.". 16OAof tors ..° autoa ...Iwo ..•vo .m I • • • M J.Int O.t.11., sols.. Mtb OtMr.l.• R.f.r to •rri.lnp. ISOA•: Ino :t.Ib•r0 plot. a.. i . • OA . LL 0.0 PSF HC -ENG KM/DFAIwM. • o.....w. or IT• Ou.Im..p C..po.wnt. crow Ines • t m r..pa..m. r .ny ao..uuen ora toyob W ...I.p .nY f.11ur• to Culla tM tr u.. .n Conrur.r.e..11n ANSI/7P1 1, or for n•.gll n °°In° 7 OR` ••• FS ••••••••p•pnANnwcoMFAMn.t.11.t.on A .r.e.,.p .r tor..... I, OT. LD. 55.0 PSF SEQN- 513176 NIA •r:AOor A.NM K• IWIllp "M •r-Inip. IMI..W •Ao.Pt l...r M•t•.I.nAI MOlrl.•rlp F A, UwALwlyllett .I.• w .r UII. Yalr.p nr sly .trtity. aieiiiy :r"ti: wiI p Or''o..r•1O•"p.. DUR. FAC. 1.00 FROM RFJWLTteAaWDr.SwwI50 ualnn 4nuwµLt W Odando. FL ren FLCOA40ne For ter. Int—tla , tnl.,a•. p.n.r.l . p Mop, oIq tM......It*. ALPINE. .•... Ip.M.t..<a. m .tp.n.t..rp:.TCA. .w..Ge.narary.ea: ICC/ ••/•Doll rla Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W04408 Z23 1,I0I/0-//013 - A -UAVIV WCCILLT -- Lot Y Neagan rolnt - FS) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.26" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. 0-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 41 W3X8 4.25 L 1.25 7) W3X8 3.50 L 1.25 131 W3X8 3.50 R 1.25 151 W3X8 4.25 R 1.25 8-0-0 1 27.25".. 8-0-0 1 X3 III W=3X4 1X3(R) 3X8[4] = 1X3 III 3X4 = 3X4 = 1X3 III 3X8[15] 2X4 III gg I•I iiT•MawI' 1 .c MW=3X4 1X3 III 1Y3 III 3X8F131 1X3(R) 3X6 3X8[7] _ 3X8 a LE 18-3-4 Over 2 Supports nnTnpr i R=991 W=7.25" p S FI,F s w=s" Design Crit: FBC2014Res/TPI-2007(STD) O • S•• v PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.0>. &TV. F -/5/-/-/R/- Scale =.375"/Ft. VARNIMGI.. MEAD Alm FDUA ALL MOTES O THIS DRA IMI o ///> IMP TTANT" 11MISH THIS DRA IRO TO ALL CONTRACTO S 1NCl_WlK TIE INSTALLERS. L 40.0 PSF REF R408-- 29646 tlrrl•u•trw lt.on o..Rtsl</W.10.f....... p, n•»I.n•, ».pp.p, .r.,t•Il.p •» .r•c.p Aof•r to •M re • • p ep... 1nr•r»tl». •, ,P1 .. MCA) f.r ..ray pr.at.a.. P L 10.0 PSF DATE 04/19/17 o p•rlor..np tn.,. ru.eu m• In>ul l•rs »•11 pro,.W t•yor•ry .r•e.np p.r 11CSI. W.. »tw of»ra rt » Pr•p•r1y •tt•an» •trutt.r•1 •n••tn.p •n. °°`F an•re .n.»I n•., • prn»rly •tt DL 5.0 PSF DRW HCUSR406 17109249pia .tial llnpll L«.lien, ,I.•.., for pure.n.nt I.t.r.l r., .Int f , . 1 n. pr.alp . •11» p.r 1• • p. R) o. A10. .> •ppl.e»l.. Apply pI•tu. to Dean f•Co or cru» •m »>nron •• •now. ••ovo •r.o • A.f.r t• .r... D, ,..A : r>r .t...r. pl.t. »...n,. ' °.,' '• F OR`OP.• O LL 0.0 PSF HC -ENG KM/DFI t' 1P:..: • mra.m or 171 w.la.np Coya>nu Group Ina. •n»1 rot » rospans.pla rot »y a .et.on rr» [n n. •nY f•.1 ur. t pu.la tM tr u•, .n confpr.•nc..Itn ANSI/TPI 1, or for n•rollp, >n.pplp, > ••• 1•-••••. AN IrW COMPAMY .....l l.t..n . pr=.no pf tr..>.... %•,, S Di Ai. ` OT. LD. 55.0 PSF SEQN- 513186 u..l —XI. .r—lp ;pant PeP. 1W118 NI. •rw1,0 IMl..te. .C..PNIIe. .f Pref».1.11.1 .pin.ell S Ell Lalt Ormge Dr, Sw•t I50 r.*p,,l ty »I.Iy f.r T1r wl wllltr .Ile ... >.=.I..r_l1 ..r .,,,, ..r,..r. 1:" w OUR. FAC . 1.00 FROM RF1re•pvulClllcy N w whelp D»l9mr pr ARSI/TPI / Sa:.2. OdmdD,FL 32837 For »r• Inror»clan > cols J»•• 9-1..Iw s p•. ••» t1.>,. ws ,lu• FLCOAOD278 ALPINE ....•lp... «-• Till. tp..,t •rR: •TCA ..- .,try.— IEC -.- ••faDou Ila Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W044O8 Z23 Ib-I/D-//D73 - A -UAVIU WLLKLY -- Lot a Heagan Point - 1-3A) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP B2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP i/1 Dense: Webs 4x2 SP p3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.26" DL: 0.23". See detail DEFLCAMB1014 for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR t 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 41 W3X8 4.25 L 1.25 71 W3X8 3.50 L 1.25 131 W3X8 3.50 R 1.25 15] W3X8 4.25 R 1.25 27.25" 8-0-0 8-0-0 1X3 III W=3X4 1X3(R) 3X8[4] - 1X3 III 3X4 = 3X4 = 1X3 III 3X8[15] a 2X4 III pppppp i IAMB i.4411111i 1X3(R) 3X6 R=991 W=7.25" 3X8[7] 18-3-4 Over 2 Supports Bill nIIIp1Yy r, I 00017 _4k . R=1005 04/19/2017 Design Crit: FBC2014Res/TPI-2007(STD) 4F v • V PLT TYP. Wave FT/RT=O%(0%)/0(0) 15,41.0..06 .0 QT 6 L/ -/5/-/-/R/- Scale =.375"/Ft. WARNING I•• WAD AND FOLLOR ALL MWES DA THIS cwIMII IMPORTANT" FUMI•H IMS YIII.IIR TO ALL COHr•ACFM IIICUIDIIID na IRfTALLM. 4 - O' • T LL 40.0 PSF REF R408-- 29647 Tr., ee•,r.. arw. <.re .. r.Pr.<.a„q. ,.n.I,np. •n,pp,np. . ua.I1„q ra •r•e„p. A.r.r ae ... IIlMLisa •O,alen Or •CSI (bllal.9 Ce,9e„•na S.r.a, In1.r , . .r TVI .,e nCA) roc s.I.lr pr.etlH• • r DL 10.0 PSF DATE 04/19/17 se p•rler •,np t >• ru,c t,oro. Insa.l l•r. M•11 prw,w a er•rr •r•<,np p•r •CSI. IY,1 •f. net•. • ) • op mora .n.11M•r• yrop•rla's"•aa.enw .ar,sc r•1 .n...ayr .na eoat°'< a NI: n.w • pr•p•r1r •«•<+i • ATE ' rlpla <•Illnp Loe•alon• rer p•run•nt"1•LK•1 • f w •n•Ilsn•r D 1np Insa•Ilab P Oji • DL 5.0 PSF DRW HCUSR408 17109250 q p or •10. •. •ppUc•ple. Am$r P1.a•• to •.en rise of aru w w•,uon •s •no., .for• MLJo nt D•a•ll•, w1•s• nea•a OtMr•1•• R•f•r t0 Orwl„p• IPDA -I for••t•MNO o1 •t• p••Ia ion•. tAlp,ne. i P' • LL 0.0 PSF HC -ENG KM/DFI.....en .r IF• .r.la,np ee e .na. orerp In<. .n•11 —1 m r .pe u,.l. ler •nr aw..a,onq, •nr h11rr• b ew, la aM arcs. m canfw•r,c• •Iln MSI/IPI 1. er rer n•oallnp. Nlpp. q. rrw ` A • QO• SEQN- 513189ANITWCCIMF^NY muu•uon A •r•<,np or tr,. ^ \O F •..p,...• IrA` TOT. LD. 55.0 PSF 1 •n {III• •rwlnR M •Mr V¢ 11•tlrlp Ylal• •rw11p, In•1•.tp .•wpt•110. N prer...lw.l •np1IMr11 r••p•„•IN llq wla, rK flu a..1pn Yu>•I. FI,• wit e111tY .,r w• •r -I. o ,q rw V A. /i V/o 1 FROM CH A, •trli.— rwPen•1 lilt) •f tlI• 11„11•),9 Dwlpaur p•r AIISIAPI / S•e.2. ` OUR. FAC. 1 .002a0DLALtOralreDr,Smm I30 Orlmdp,FL 32837 FLCOA60278 For wr• Inr•r.•alon . ani. Jos . p•,ur•1 no . pK• •„e aM•• w. sltM: ALPI•E. --- --'TPI: i•.ap,n.a «•. MIA: .....o<„busarr.<e.. ICC ... ..... 4 Douala; Flemin! Lic Number: 66648 SPACING 24.0” JREF- 1W04408 Z23 04/19/2017 1b1/b-//b13 - A -DAVID WLLKLY -- Lot 9 Reagan Point - F3B) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-8-0 3X4 m 1X3(R) = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 im 2X4 III i i i i i i i i i i i l 1tebee., 1 1 1 1X3(R) = 3X4 W=3X4 2X4 III Le 18-3-4 Over Continuous Support R=109 PLF W=18-3-4 G9 pS F 4 Note: All Plates Are 1X3 Except As Shown. 1 •. `Ile• • • S.'• ,ry Design Crit: FBC2014Res/TPI-2007(STO) • V F .. PLT TYP. Wave FT/RT=096(096)/0(0) 15,;b1.Q .06 .0 Q 2 /-/5/-/-/R/- Scale =.375"/Ft. IMOMINGI•• MW ASO FOLLOW ALL .olES 00 TN's MOIWI T LL 40.0 PSF REF R408-- 29648IiIRTAIIT•• FMISN THIS O.A.IM TO Au OOMMACT06 I.CUSSM TIE 111STM.I.M.< a..SIfItYIy)1` 61IC670. DL 10.0 PSF DATE 04/19/17aMUu•a velum or Ksl Uea,uq fi eMna SN•tY In rorualm, by TPI .ne .TCA) fer gr•tf Oraatla. • o p•rfol .ill. t • fa.letlms. In,t•11•rf —111 Pro•lw t•lper•ry b—l" "I .CSI U.1•„ ro ,[Mt N • I— Ob C-0 M•11 nW PrOP•rly •tt— •[r.t—I .M•thln. MW m[[o• cMrO ,h•1I h.w • r1010 <Nllnp 1.ecalm• ,l,.a, for p.rl.11•nt as KH r•NrMn[ of ...f M•11 My Or•C1.1ip•In NI.O`p•r S : DL 5.0 PSF DRW Hcusaoos n1o92sT Pp1l<.e1.. APPY P1.a.. a. e.<h r.e. er tr,., po,l[lm .. ulom .mw i i a ( O 2 aM ;•Ina .eMr.l... R.I., to er..InP. IF.A-: fPr .t.e.re PIo .m•Vm fr.. , 9 ` QP••• LL 0.0 PSF HC -ENG KM/DFI LS Alp::* . , of IT/ .u,10..q Ca mon . Cro.p InC. ...11 Mt CO refpp.,,Cle t mp, •ny I•Ilur• co D.110 tM [rm• m eonlor.rlc• .lah ANSI/TPI 1. .r for h•Mling. •n 1ppin0, AN nwCOMBWY '+ t`•'•• OR.•••' OT. LD. 55.0 PSF SEQN- 513198 1 M NI. .f MIM .r —1 P•.• 11-1.9 NI. IrMlp, 1-1.— Me.Ptel.. .F ••.....• N.PM.I.Illty Ml.ly fer tM M.1gn Yl,1n. TM ..itMll It YW w •r-1..rM1 Pr.f..•I t MI.IAMf11 I, ./`- 2JODLdeGfillrlDr SlnmI50 r..P.11.l.11lay •f N1.111.Ing 01 .9— P., ANSIAPI I S-2. •. I.r .,r .ehCtwe 1. `- .//D All • DUR. FAC. 1.00 FROM CH OdandD,FL 32837 F. aa• `^rCr.•tle^ • ehl, Je••• 0•^•r•l + P." •M ul••• 1.4 •It••: _ r/ T M` L SPACING 24 .0" JREF- 1W04408 Z23FLCOAOD278ALPINE. ....11P1n,. • m. TPI : —p—t-9. .Ta: '..P<.ro..[ry.<: I«:....... r,Dou lla Zemin I Lic Number: 66648 04/19/2017 1151/5 -/IDIS - A -DAVID WLLKLY -- Lot 9 Reagan Point - F4 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. I, 0-8-0 T 1X3 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 13.5" 5-4-8 -4-8 1X3(R) = 3X6 = 1X3 01 1X3 III 3X6 m 1X3 1111X3(R) Dppppppp i3X43X4 1X3(R) = 3X4 LIE 11-10-8 Over 2 Supports R=639 W=7.25" PLT TYP. Wave L' Cg AN RW COMPANY 24W Lole Omp DF, Swle 15D Od,pdp. FL 32837 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096(096)/0(0) 15; eARNINGI•• )MAD AID FOuw Au AMES 011 THIS OWIMI IIFANTIWO-- Fw1111SM IIIIS OM.IID TO ALL COYIOACIOSS ISCUYIIIO IIS 11WLLLEIIS. Mrl•t•sarbltlw orrstil</S. 11elrwr. p•aln0` n•..ellnp, •n.pp.np. ........9 •ro er ofnp. Rorer e p.rlor.. r•0 Ce en.n 5 r•ar 1nrKwalw, er IPS w ICA) retr pr.cuew I•S [MM ru.:t.ens In.t...... •n•11 K•Y.w lewer•rr K•elnp per SCSI. li.l ••• rote0 eIMA p Crore •n•II Mve preperlY •[a•CnN •tr.it r•1 •Mantrap •n0 w tw O MII Mve • prOp.rly .<t•CI.J Ip10 ca llrlp Lee•llonf •I.e.n for p•rru.ent lel era r ra n< oft. ees Nal•Mw er•o ln0 1 bll•O per • O]. S) of Slo. .. •ppllc•elo. App1Y /lea 1. to open I•te of tru r.e pw.uOn .. "•rw a •e.Ye .re MtJO InI Daal•, mlNs rotN OtMr. b• bfer l• Orwlr.p• )SOA -t ror'•aNKO pleb pea Don•. AIP.ne, • e r.•.on •r 1n W.I W Ceepoan• C o. Ino. •nal rot w r SI -1- for wy p•ar.a.w I— e.np, wY'I111 ure ao b.111 aM truss In oonfKe+roe elan ANSI/1 1 t, Or IK n•rollnp, •nlppinp. mut ba.on . er•e .ry or ar.n.w. wl w YII• Irw11r K pOVef pe} Iletlry NI• prwlrq. IIIA 1eAW e00e/t•Ilee of pnfwel•MI elIO111ePf 10 e•pY.e IOIIItY wlay fK tM ee•Ip. •I.o... 7M .plt•e 111tY ••• w N tnl• prwlK fK •Ih •tlrsture 1• wporo lelll.y N ul. Wll.lry Dwlp.r per ANSI/,PI I Seel. ror eKe Inforertlon w MIs Joe'. p•Mr•1 ro s p•p• •+e anew M ALPINE .•Ip. -L. t IN .apll.•a.wpp LICA try.ew, ICC .wALPINF ) CCC ••reD 3X4 I, 0-8-0 T 1X3(R) NATE OF Lic 04/19/2017 5/-/-/R/- TOLL 40.0 PSF CoDL 10.0 PSF DL 5.0 PSF IV LL 0.0 PSF 6T. LID. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 29649 DATE 04/19/17 DRW RCUSR408 17109460 HC -ENG JB/DF SEQN- 738925 FROM RF JREF- 1W04408_Z23 70T/D-//D73 - A -UAVIU WtLKLT -- Lot 'd Reagan ro1nt - 1-4A) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3X4 1X3(R) i 0-8-0 1X3(R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 1X3(R) I cc R=108 PLF W=11-10-8 11-10-8 Over Continuous Support 1X3(R) 0-8-0 1-4-0 T + 1 0--A - We I S•: f Note: All Plates Are 1X3 Except As Shown. 1OV Design Crit: FBC2014Res/TPI-2007(STD) a V • PLT TYP. Wave FT/RT=096(096)/0(0) 15 J1.O1 06 .0 T !a 5/-/-/R/- Scale=.5"/Ft. WARNINGI•• KO AND FOLLOM ALL MOTES 01; TMIS 11MIMIKI : IOMMT-- FIM .;: THIS 0RA9116 10 ALL CCMTMACTCMS IIICLIDIIIO 7,Mi INSTALLERS. T LL 40.0 PSF REF R408-- 29650 bes>es rwu... ° l . •r .n 1— ...... C. nine l.np. sn.ppinp. n>uu.. ula a >e .np. Ilor>r [o w r • 1.a.,a aloe n.`•eil`(..°.1lelep et..en.n s..ay In..r..alon ny ,.I ...e VCA>'..r ,.rety pr.t[It.. I or S * DL 10.0 PSF DATE 04/19/17 O perrer.l.p'[ > .ur.c[.onf. In><ell.r> ,1..1I pr.u.M to ppr.ry b .np per .CSI. Ilnlps no[ee .—M. • oy more ,nail"n.ve Properly .t[.cne0 .[rK tur,1 ,MHn.n• ..q bolo• cnor0 ,nail neve • properly ett.C1. • • rl•.O cellin•. Loco.onf >I.o.n ror peru..en[ loer.l re,[relnt of .M> fn.11 n.w Dr.tlnp .n>t.l lee per /\ /01 QB DL 5.0 PSF DRW HCUSR406 17109252 Q Il 1 11 1, ID T or •10. •> .ppl.cmlo. Apply please tb e.en .xe ., ar°. ...e po,.t.on .> .n.....be» .ne V • N`lolna Oet.11.. u.l.,. r.°ao0 etn.r.... Merer to er-9, ,BOA -i .er :eN.re °1>t. p°.Icl .i; •.• Alp..q, LL 0.0 PSF HC -ENG KM/DFtio °.v.,.on er I 11-1 np Cc•gor.onts Gr IK n•11 noa Co rosPVN.°lo ror any ear on rre• to e.np. _y r.to bulla ane trues .n canroru elan MSI/TPI 1. or ror n.Ml.np, M °p"'° n.t.11.a..nANInvCOMPANY br.t.l.p er ....., qy Fs+S •••...•••'( M.1 —,"1. .r—ll.p .r .Mr p". II.tmg er.•Illp. IMI..W .mMt•Ilc. .r pr.fM.l p..l MpinMrlp , ONA OT. LD . 55.0 PSF SEQN- 513154 M. IHy Lr — —,a. Oma.. Tn..uleWlut, ...e ..e er -6. .r..l.p .er any .fractal. 1• N//j_ r1=111 Y/y'r M/f DUR 1.00 FROM RF 2400 Lail OrAW Dr, SWIG 130 re,pan.lbll ltY of sn. W110Ip 4.1prr per ANSI/TPI 1 S.e.2. lW FAC . OrIMMb,FL 12137 FL COA 10278 r•• "' '"'"""'"'' "'°°•' °"""' ". "'° ` -•b ""' ALPINE--e..Ip.n..[e.es, TPI : - p...... rq• VFCA .. ...ary tea:: 1cc: ... .....Dou la Flemin Lic Number. 66648 SPACING 24 .0" JREF- 1W04408 Z23 04/19/2017 1617D-/7S1J - A -DAVID WEEKLY -- Lot 9 Reagan Point - Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. THIS DWG PREPARED FROM CDMPLrtER INPUT rLaAns a n1NFNSIMIGI CIIIWITTFn RV TTHKC NFo See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. f14.5" 6-4-8 -3-8 3X6 1X3(R) = 1X3 IU 3X6 = 1X3 III 1X3 IU 3X4 = 1X3 III 1X3(R)--_--_ 0-8-0 0-8-0 1-4-0 1-- 1X3(R) = 3X4 - 3X4 1X3 III rX = 7AX4 1X3(R) L- 1-11-4 Le 11-10-8 Over 2 Supports R=1756 W=8"JMfi IR7 Design Crit: FBC2014Res/TPI-2007(STD) v " Vl 'C -0 PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1.Or1.06 1.0 QT WARNINGI•• REM AND FOLLOR ALL ROTES 00 THIS ORMINSI • IMPORTANT'• FURBISH THIS ORARING TO ALL CONTRACTORS IIICIA M TE IBSTALLFBS. Mrl•u> tr«.' t len sfrRCSlt• Relltl, nro'' e•n nRi n•ro l.rp, •nlpp.Iq, .n.[•Il.n• •n0 Dr«Irp: Ref•r to_ 1 • O Cuyerr S.f.t, Inreruuon e, IPI •I.e RICA) IOr r•q pr «tle••fl i e p.rfere..q tM.• relit C.en.. In>t•ller. .n•ll pr.e.s. t or•r, er«.n• p.r sul. u.1 •.. rot« etMr. tap ea .r.••I n p,o r,y las« n« . tf«tarso >M•r.sry •ro sotto. eNrO •M11 n e . p,=r •tt•Cn ATErpltlInl.p. L«•lion• for p•re•I.•nt lel«el •Int f wD> •11 n•w Inpt.S Q « noes p, s) or R10, •> •pplleWl• Apply phis. to o«n r«• if re. r.e po... On •• uw. •s w wTj j iNF9aMJointO•t•.1•, ,nl•.. rol« OtMr•1 N. R•f•r to tlr.np. 160A-2 f•r .t b•rtl plea• po.ltlOn>. _qi • / o • Alp. M. • O.e.•.On er In W.IO.nR Cspwrllt• Group Int 1M 11 ro .pa.s.Dle rer •n, tl•r.•n •n fry an Ow••• / O^`O•••1slrq, •n, f•Ilwe to De110 LM tree• In CenferYrs• solo ANSVTPI 1, or rer n•rol lnR. .n.ppl K • AN nW COMFPJNY ...tw•t.— • Dr v .1 v.n•o.. " O ' Py ••.••'-•••••• (` 1 M tAl• •r 111R w •••M I.•R. 11•t lr NI• Ir..1 p, IMI_ •e••IL•Ie• N PI.r...l M•1 •p Ir1R•rl ,' V•- N•. v r•.p•lI•IRllll, wl•1, 19SS •elt•RIII.2 w w •r NI• errolrp /•r •rry Krltter• 1 ~ '/4 o.\AL 24W LEIS wry.. DT, SwW ISD r••p slRlllt, •f w R011tlIIq Da lois' e•r AIISI TI / Se.2. r1 OTINdgFL 32837 For .ore Inroroalm ... 1n1. JeD ••II•ra roto p•R• .^• tM.• ..D .u..e 1MEFMYIIH= FLCOAAD278 ALPINE •Ip.Mlte,te•: TPI- •e•,ap. e.R. 07CAt ••e,•Dt.roe>tr,. ICC: •••. .—Dou IID Fleming Llc Number: 66648 04/19/2017 5/-/-/R/- TCj LL 40.0 PSF r a DL 10.0 PSF B DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 29651 DATE 04/19/17 DRW HCUSR408 17109253 HC -ENG KM/DF SEQN- 513129 FROM CH JREF- 1W04408_Z23 A-LIAVILI wCLKLT -- LOL V Keagan rOlnt - r*A) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 11.63 BC- From 10 plf at 0.00 to 10 plf at 11.75 TC- 448.50 Ib Conc. Load at 7.44 3X4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be Installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 51 W3X6 2.00 L 1.25 13] W3X4 1.25 R 1.25 6-4-8 14.5" - 3-8 1X3(R) E= 1X3 III 3X6 =_ 1X3 III 1X3 III 3X6 =_ 1X3 III 1X3(R) rc tea- P 0 NI Pr FP 3X4 3X4M 0I T LL 40.0 PSF 1X3(R) 1-11-4Le - 11-10-8 Over 2 Supports R=972 W=8" 0-8-0 1-4 0 T 1 - - PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) a " v - • FT/RT=096(096)/0(0) 15 1.0.1.06 1.0 QT .1 5/-/-/R/- Scale=.5"/Ft. ARNIMGI•• READ AND FOLLOM ALL MOTES ON THIS OM/IMCI• k7IMPORTANT•• FUSNISH THIS ORAMING TO ALL COKMACTORS INCLMDING THE IMSTALtERi. • T LL 40.0 PSF REF R408-- 29652 urs m rmr.c.u.q, n.ne.. , m er . R, ..pp.nR, a.11.nR .n. a..p. R.r.r t w FI • t.e ur .cSl (a.......a Ce pe.•.a S.'..' I..re .ale .r'1p1 .. nu, Ter .Tar pr.<tl<.. rl • l• p.r ••. an. prw.s ..r.rr .r.e.nR p.r .CSI. Vn.... neue etn.r • T DL 10.0 PSF DATE 04/19/17 p <.w.0 ,..11 M•. pr.p.r1Y .tt.<... ,t r.ctur.l .......r.R .n..OatP <.YrO .NII ..w . preP.r1Y • tw•ar ; ATE ; rlRl. <.Illnp. Loc.alw.. ,..e.n Ter p.r..n.na bt•rd roardnt of ..s. .nal Mr. Drsl.p Ina.11.0`p.r . DL 5.0 PSF DRW HCUSR408 17109254 O ,^II, ALPO p or 810. ...pp..< Apply plan, to I- r.c• or area ...e pe,.a.e.., a..e...ee.. ; . D:..... ......e.•. owr..,. R.- t..r_..p. I.DA-z r.r :amr. p.a. pe..t..... Alp...•. 90 •. LL 0.0 PSF HC -ENG KM/DF 19 Ow u.On of IT. W....nR C•.pm. Drew Ine. .M.. roa .• ro,ps,...o Ter . y owut .. yrs t. `O.•• rw..p..••rpu..o aM aru,. In <•nror.u.<. ANSI/TPI 1. or Tor n.n.11np mlppinp' •. OR AN IrW COMP^NY It. .. t.....r.<.nR .r ar,..•.. s%` • 00.608.00• TOT.LD. 55.0 PSF SEQN- 513168 1 0. "1. •rslrq .r .•..f p.R. Imlp "I..rslr... I..•l- .C..P-.f go-ft-1-1..p1.MM.r IrIM 240DL.LtO=VDr,SwteI50 r..p.n.l.l1l<y sl.ly rsr w Mln........ Tl....ltr.l.ay ........t "1. -1.9 for ...y .<r.<... 1. 4y r A- rsps..l.11ltr of w •.Il.ln. Dm..r sr AMSI/fPI 1 S -2." y41EMIEFWMr}UV DUR .FAC . 1.00 FROM RF OrlWaJI. )2,9,37 FL COA Ib 2)S ro. ter. ..re...a.w.... t.., !e• R.n.r....o , p.R..ro w,......e.,: AL IME: .s..lp.n..t..es; TPI: w. LP. .,a orR..TCII• .'...<.....,try.<e.: 1«:... ..r.Dou Ila Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W044O8_Z23 04/19/2017 IDI/J-//JIJ - H -UHVIU WLLKLT -- Lot V Keagan rolnt - rD) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4 1X3(R) 1X3(R) 0-8-0 0-8-0 1-4-0 T T 1 - - 34- 1X3(R) = 1X3(R) 8-11-0 Over Continuous Support R=107 PLF W=8-11-0 Mp1t4y i G S F, I Note: All Plates Are 1X3 Except As Shown. J.•'•• •S'• % Design Crit: FBC2014Res/TPI-2007(STD) • J' •• PLT TYP. Wave FT/RT=096(096)/0(0) 15 1.OQA.06 1.0 QT .1 /-/5/-/-/R/- Scale=.5"/Ft. wwlNGl•• VIM AND FOLLOW ALL MOTES ON THIS DRANIN61 I~Afft•• nmISN „IIs DgAMING TO AIA CONTRAC.as INCLYOIM6 THE IgREF R408-- 29653STALUM. ; T LL 40.0 PSF Iru>w. re.a.re I-- <.r..n r.ar.<.t,r.p, n.rollnq. .n.pp.ly. n t.11.np ...e \r.<.ly. gerar to .ne FI • * ' DL 10.0 PSF DATE 04/19/17tn. .to •t ee or •CSI Iqul lm np C<.pwnt Seray In rorut. w. by IN ero .ICA) rer ..req. pr•ctl<o 1 • lo p•rl.r\.nq t * r.n<uem In>ul1.r> > 1I p ,w. t•yer•ry o <.eq per KSI., Yule» ro otMr • I Op <ror. •n•1I new properly ett•<nea truer r,l M. hl" ero aotty <Mro •not I r. . pr Op.ly •t[.<ny : ATE : rIg10 cell lly L«etlm> >own ray p.r.Mnt"I.L......•tr•Iet of wee >n.11 Mw •re<I.y In.bll.o per • DL 5.0 PSF DRW HCUSR408 17109255 Q oct.ons •] o 111, IO •> •pp1.<tele Apply plat o• to o•tn rlcs or for tr.a• s sMw • LM Joint Dole a..l e•• rotor otMrelw. q.f.r ae Orw.nq. 1\DA-1 for>• rb a'pla"ari, po>It.en•y Y1O • • AI p.ro, , er ITr w.Iel , cr Iro ,^,,, rot w , • F ,OP••P LL 0.0 PSF HC—ENG KM/DF nq .— 1. [ . aq e.pens. ole rer . app rip. rye. to OA .• Ort w.np, .nY'r•Iler. [o cello tM r In confor\.roe e.tn ANSI/IPI 1, or for Ilenollnp. •n. pp ln•, • K • AN nor COMPANY a^ NI,M N1. •f.111I• •for.D. 1l.tlro tNI. arwlrq, In.le.t\. .eaPe.11e. of Prorw.I.n\1 .14111Mr111•'tyFS'S+ ••••••••••` TOT. LD. 55.0 PSF SEQN- 513217 r•.p•lI.1\I I ItY .ol•IY ray V o..Ipl Nle•.. 7M wItYI I ItY •M .• of NI. orwlllq f.r •o, .trutttV. 1. 4 NAL 1 1 1 Lalt Ormgt Dl SmitW rwpul•1\Illt, of tit• M"llolly D..Iolor Mr ANSI/TPI I Soo.:. C q,, NAL DUR. FAC. 1.00 FROM CH Odudo.FL 32837 For wr. Inror.•uon >.. .> o••• ••ner.I ro > pey.. tM•. w\ •l u• YIL1gggMMgll w FLCOA00279 ALPINE we,•Ip.ne.1. <w, TPI: WIu w-. ..'"r <e.: ICC -.a •raDC4l Ila Flemin 1 Lic Number: 66648 SPACING 24 .0" JREF- 1W04408 Z23 04/19/2017 k101/0-//013 - N -UAVIU wt[RLT -- Lot V Keagan volnt - h/) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 0-8-0 2-10-8 20" 2-10-8 1X3 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. 1X3(R) WE1r 1-4 0 10-0-0 7-5-0 Over 2 Supports 1In1IM41 , R=201 PLF W=1-11-8 R=408 H=H1 1 S F iO wIO•••••• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.Of 06 0 TY. 5/-/-/R/- Scale=.5"/Ft. RARNINGI•• RAD AM M1.0 ALL SIMS OM 1MIS DIINIMSI ewuffmff Ameso THIS D•MIHQ TO AIA CanSACTai I110.WIIw TIME 1•STAU"A. TC L 40.0 PSF REF R408-- 29654 Tru.»• ropes• o areas u.o an f_neaun•, n•Ml.n•. ».pp. n•• .»ua.rp aro o K.no •efor tow f 1 • *' • IKSI ,•,.,I.,no <<.•e,..na S•r•ar Inrer_a._. .r 1PI — •TCA)'r.r »r•<r Pr•ea.... 1{ r L 10.0 PSF DATE 04/19/17 O e•rror..np lM•• f...ct.on•. Inst.11.r• •n•11 prwr.M a•.p•r•rr • K 9 ear SCSI IMI•» not_ otMl.. t» .—r. ».11 M eree•r.r •[taco_ .<.. ..... .M.tn. ry .M _ <_ .note I—n.w • propo"Y .« ATErlp..nc=111n,. L- -.n_,. for "-I--r••ar•1na ores.•• M•.. n.• .w.c...P Inft•11_ e.f V • . DL 5.0 PSF DRW HCUSR408 17109256 o< e110. .. •pp1.e».o •Pr P.....• to e•en f•e. of ar.• .. p••. a._ •• .M., •ew• .,e A.r.r a..r_Iny. l•DA-: terLLO•• 0.0 PSF HC -ENG KM/DF AN 17W COMM.NY Mp.I• . or IT• W..mro Co.P•.onas Gr•.• Inc. •n•u tnoa » r»pen•. e.e r•r _y aorua._ rte. n»p,. .nr f.11W. <o tw110 lM lre•s .n canror•u... ..<n NISI/1 1 1, or rot n•..el .n•. .n.PP.n•, o % ^ OR`Op .• tCs s '•-• •••' OT. LD. 55.0 PSF SEQN- w1 _ "1. Or -I., M —, Pp. II.t111D NI. .I_Irp. I...Ip .SOSSIS e..r pr•r_.I.NI .nD InMr Ing illpOVAL 513119 er"<n: bo I. It1•..• o:.' A•IS /;P:tI S-1....... -...r_Iro tor ., ..r.•t.r. 1. DUR. FAC. 1.00 FROM RFuooL>uolt0rrw,sl.=Iso nlrra1W11 p Odamb,FL 32837 FLCOAM/178 F...or..nrer..a.on w an.. !e.•. P•n•r.1 ro . e+p• •M aM» _. •.<.. w IMe: .....Ip.M.a. <_: FPS. ..s.ap.n.a 9. •TCA: .:'»<.Mu.arr.._: ICC. .w. .e•r.Dou rla Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W044O8_Z23 n4/19/2017 A -UAVIU WL:GKLY -- Lot V Meagan Point - Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #l2 Dense Bot chord 4x2 SP #l2 Dense Webs 4x2 SP N3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 2.81 BC- From 130 plf at 0.00 to 130 plf at 2.81 TC- 408.29 Ib Conc. Load at 1.85 2X4 III 3X4 = 2X4 III 1-4-0 1- "/\, - I 4 0 10-0-0 3X4 = 3X4 m THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others J Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 9-12 Over 2 SupporSs tlltllgyT 1y R=448 R=607 G S F 'LWjO H=H1 H=H2 O ••..• • ••.•: % Design Crit: FBC2014Res/TPI-2007(STD) '• i sF'•.. PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.Ot•06 0 TY. /-/5/-/-/R/- Scale=.5"/Ft. BMWINGI•• RM AND FOLLOW ALL WTES 011 THIS W211161 IM7MAMT•• FLMISH THIS ovu1H0 To ALL COHT•ACTOAS IIICLMIH• THE IWTALLTIS. * • TC L 40.0 PSF REF R408-- 29655 Truff.f r:q,,re *:,r;, •re 1n ,.......no. n-ro1.np. M1W1np. .rot-111np -1W - -no. bf.r to •ro r 1 : • tro last ..aloertl`(w,lel79Te11.nt S.r.t, 1.rer..tlon, 0, TPI .Tu)`ror .r.t, Pr-etI .. I - L 1 0.0 PSF DATE 04/19/17 O p-rror•,np trot. r.nOl,oro. Inft.11-rs M-11 pr-oo tot or.r, . •clop ,or •CSI. IY,I.ff rotb OI Mr -,S • tooerore M.11 n.". -P-.1, .t. -tr,t r.1 M. ro t -roro M.11 n . Pro, -r1, ... - 00. ATErip,. n.11.rq. L-1- Me.n r -r P-r-M-nt"I.t.r•1':. tr-Int er` a , oo n-,» -&M In•t.l1b`P-r DL 5.0 PSF DRW HCUSR408 17109257fn. e7 or no..f .pp1.o-P1e. Apps, P1.t.. to o.en r .r 1- -ro po.-on •f •uo.n .e -...,e i[1 Q M nt oa.I1.. • 1... rot.. -to -r -I,. 11 -r -r t--r_Inp, 16CA.: rer a.n..r. plot. -ltlero -1 •. • LL 0.0 PSF HC -ENG KM/DF A t" tA1p1ro, • a1"laan or In W, 1-1np Cottt.n Crop Inc M-11 rot ro -P_-.. -r -n, e-",u,on rro. to ir)_ O/L •.•: `O(]`O:. np. -n, r.u.r. to wu- no tro•• 1n <enrorl•-nt• -nn ANSI/TPI 1. •r for n.1M1,np. -Ming. 'S.9, • L ` .. AN IrWC0MMNY .n.t.11-t.en A Prro.np .r t...... ••••-••• NV OT. LD. 55.0 PSF SEQN- 513162 1 ro NI- •r1A-I np M OMM ••p- 11.1.0.." pr.-If1p. IfHIIO.LN •O. -/til-- N Pr-,w•I.r1.l -IIp InMrllp /y f•`°':: i y :rlts. w ISlw`o..'1 : NaI/TiiL-OIt2 . - ...P n 1- •r-•1np rx on, .tr<t r. 1. Ioi Al. L, DUR. FAC. 1 .00 FROM RF 24W LAA Orap Dr, SmH iso ''•Af1AwFM tuu OAH1do,FL 12817 For .or- Inr.r.-tion t-- I- Job'. p-ro ro • P.p- MP- oob f1t.f: FLCOA0BnE ALPINE: ---'•1an-,t-•-e-, TPI: ---' p-t'«p, .TCA:.:-.ro.n..,tr,'o,: ICC ---..-t .... Douala; FlemineLicNumber: 66648 SPACING 24.011 JREF- 1W04408_Z23 lO1/D-//51S - A -VAVIV WttKLY -- Lot 9 Reagan Point - IF61) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP SS: Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 405 plf at 0.13 to 405 plf at 4.50 TC- From 225 plf at 4.50 to 225 plf at 5.00 TC- From 100 plf at 5.00 to 100 plf at 13.00 TC- From 225 plf at 13.00 to 225 plf at 13.50 TC- From 405 plf at 13.50 to 405 plf at 18.00 TC- From 100 plf at 18.00 to 100 plf at 25.71 BC- From 10 plf at 0.00 to 10 plf at 25.71 TC- -13.57 Ib Conc. Load at 2.00, 4.00,14.00,16.00 TC- 850.00 Ib Conc. Load at 18.00 BC- 5.18 Ib Conc. Load at 0.00 BC- 18.75 Ib Conc. Load at 2.00, 4.00,14.00,16.00 BC- 606.67 Ib Conc. Load at 25.56 THIS DIIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 0 5.25" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be Installed as shown with top chord up. JT PLATE LATERAL CHORD The TC of this truss shall be braced with attached spans at 24" OC in No SIZE SHIFT BITE lieu of structural sheathing. [ 11 W3X6 2.25 L 1.75 41 W3X6 S 1.25 WIND LOAD CASE MODIFIED! [19] W4X8 1.75 R 1.25 20] W3X4 S 1.25 23] W3X4 2.50 R 1.25 27] W4X6 1.75 R 3.00 3X6[4] - 3X4 - 3X4 - 8X8 - 3X4[20] - 3X4[23] t08nth :y 3XIS [71 3X8 BX14 B2 M 4X6[27, IE 6-7-4ile _ I 25-8-8 Over 2 Supports 11 R=2188 U=239 W=7.25" / Rtc4BAM2II.Uopn 41(6W=6" 10-0-0 m 1 j/ Design Crit: FBC2014Res/TPI-2007(STD) 4 • Note: All Plates Are 2X4 Except As Shown. Q`'.'-•r10IM", PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1. 06 1NL/-/5/-/-/R/- Scale =.3125"/Ft. a pU 1 AN ITW COMPANY 240DLoLeOmpDr, Swlt130 QHndD. FL 32837 FLCOAMD276 9ARNIN61•• KM AID TOua ALL NOTES oN Ills Dbl/IMGI a• O. ' IMP MTAIn" nAu1SN THIS RRANIIIN TO ALL CMIACUM INCUMIIR: THE INSTAIifRf. o Trus>o> roeu... .... . caro .n rmr.c.-9. M,bll,.p, >a W., , -to11.ro ane p Biro. R1rar t° •n. 11 oLtmt o0lt ion . KSI (11.11 ng Corool.on S-ty InforYtlOn, by PI -i MCA) far ...ty pr...... • * ; p.rlor..np In>t.11.r. -11 P -o• t•,gor•ry b -n, per NCSIotM'r • top Cnoro -11 °1•.1vo properly .ttotnoa ,tre r l •n••tn,n, •.w bot- c oro Mal I..v • preprly • • r,•lo <e111nR Lection, ,Ipw. ror plrmnmt I.t1r.1 r .cram or m .11 n.,,..r.ciro I 1.1:otpe S : ATE • tt,.n> es eT .r no..> .ppli°ml. Apply girt•. ar .:n r `r 1- . ° p•, -..> . e..•e.. • • no J•,nt O. t87 o . tn.r lw R.r.r co ..,np, ;iO of r1r ;t•rW.ro Pla. P.atl.ro : .•. Alpin°, . o,y.l.on or ITTI Nuilo.ng eeepe..en > Creup Ine Hell n. ospon,iele foi Iny --on rrm .. t `OP g sl,.g, any .l• aM tru>s In confer.•m• atn ANS VT/I , r.r mr nrialing, mlpping, OA •• OR •• r......... en • - i,a •r"era,.>o, , .......... ••,( N.1 o.. MI• arming or ooy.r ~ Il.tlro till. arming. Illaicat•• •®•plan.. or professional •roinmring (s r1•pru1.11Ity ••Illy fK tT.e -19. area.. Tn. wltm 311 - - or -6. arming rer Aro .triC- 1• p r..pa.uulcy •r .,. wllU.9 D..lgn.r per ANSI/TP 1 I S-2 4y• l,y' a/ oly ror mr• Inrorsstlon enl. 'o. , vonor •1 no , peg, lire cMfo mo s-, "rry u ALPINE. .m •Ipinoite.em, TPI--p.n>t..rg. WCA- • io>oe.ne-y-. ICC arra ..... Dou gla Fleming L1c Number: 66648 T LL 40.0 PSF DL 10.0 PSF DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 29656 DATE 04/19/17 DRW HCUSR408 17109258 HC -ENG KM/DF SEQN- 513250 DUR. FAC. 1.00 FROM CH SPACING 24.0" JREF- 1W04408 Z23 04/19/2017 1.101/-//Dls - A-LPAVIU wLLnLY -- Lot J Meagan roint - ruz) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.13 to 50 plf at 12.55 BC- From 105 plf at 0.00 to 105 plf at 0.13 BC- From 5 plf at 0.13 to 5 plf at 12.55 TC- 990.72 Ib Conc. Load at 1.71, 3.71, 5.71, 7.71 9.71,11.71 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W4X6 2.25 L 2.00 41 W3X8 4.25 L 1.25 51 W3X6 2.50 R 1.25 81 W3X6 2.75 L 1.25 91 W3X8 4.25 R 1.25 131 W4X6 2.25 R 2.00 1 8 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 III 3X8[4] = 2X4 III 2X4 III 3X8[9] - 2X4 III 1-4 0 10-0-0 3X6[51 3X6[81 4X6[11 = Ile 12-6-10 Over 2 Supports R=3119 W=7.25" 4X6[131 = 04/19/2017 Design Crit: FBC2014Res/TPI-2007(STD) OF V • V "C '• PLT TYP. Wave 1FT/RT=O%(0%)/0(0) 15 1. 06 .0 Q 1 L/ -/5/-/-/R/- Scale=.5"/Ft. tARNIMGI- READ AILD FOLLON ALL LADIES ON THIS ORANINGI . . I • r rINPOETAW" FUMISN Ills ORA•IMS TO ALL CdRRACF0111 INCLIRIING TE 3 T LL 40.0 PSF REF R408-- 29657INSTALLFM. ru,.o,ftlr.C.[..n•n• n.nsl.n0. .n.pp..p, .n t.11..p oM P oe„p. Refer to .110 II jTPILtttItlOnof`RC$I (Wl101n• ot,n t Sefoty Inf,r..[. m, Cy WCA)`f , .,ray pr.etlt. : * : p.rf,ro.n• _ f_t._ J.:. .r. an,I. prw.W tonpOrfry Cr.c.nR p.r KSI. Unl.ff Mt.a otMf. • DL 10.0 PSF DATE 04/19/17 lOop cnor0 .n.11 n.v. prop.;11 1.tt.e..N .[r.ttur.l .n.. n...p ...a Lotto• era fMl1 n.w • p;,p."y .tt.ee. ' ATE ' r p10 c.11lnp LecHlon, for p.r..n.nt I.t.r.l Tea .Int f w e ell neve Cres l..p Ib p.r 010, of .ppl,e.Gla. Apply pl *to to oleo fees of tru rb pef.t.on ., .f.e. . • J:., : DL 5.0 PSF DRW HCUSR408 17109259 Q D Do-.., u 1... Mtw aM a.. R.f.r to .ree.n,. 160A•z f.r'a.n..r. P.a. pe..tlon.•• ,A : Alp..:. . a v..,en or ITR I..101np Cuponon . Gr,. Ine. fn.11 Mt .o ,ap,na.Cl, for . aov..t.on er.o - / •.. LL 0.0 PSF HC -ENG KM/DF AN ITW COMPANY r w.,.p. .ny'f..l uru to Culla tn. tr uff .n eonforo.ne..Itft MSIAPI 1,`,r for n.nal l.q, .n.WiM. t.l I.t.On . er.e.,.p of tr-..e,. ORO•' TOT . LD . 55.0 PSF SE N- 513214 wl on tAlo •r 11r w oy.r M• Il.t llq NI. .rMlp, I-ItI.aoo ...gtar... at PMfo.I.MI ..•IRMII roop.M l.Illty colo ly for tM -.0. Y.e:.. 1M .ultYlllty on• w of W. d -IM Tor .1y otruetavo 1 ro R..I Drl,. 11, A' SAO NA` DUR 1.00 FROM CH 240D 1.24 Omp Dr Slaw W r..por,.ICI l lty r tL.. lolly ,or MSI/TPI 1 S.e.2. F., Oyu I1N FAC . O)IandD,FL 32837 FLCOA00278 or. Infor..tlon .. ani. 3,e•f go-,., , p.O....a aMf. -a f ALPINE ,.p.M.t-coo. TPI-...tp.n,t.,r,• "TCA. -- ,try•eo.• Icc:. •...Daufla FieFlemin+LicNUM .66648 SPACING 24.0" JREF- 1W044O8 Z23 04/19/2017 1b1/D-//D13 - A -UAVIU WLLKLY -- Lot tJ Keagan YOInt - LJl Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP q2 Dense Bot chord 2x4 SP q2 Dense Webs 2x4 SP #3 Lumber value set •'1311•• 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. 6 1-4-92 X4 R=-36 Rw=33 U=46 11-6-4 RL=25 R=19 U=0 10-0-0 Lr 1-4-12-j 0-11-4 ver 3JSupports R=182 U=52 W=7.25" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II. EXP B, 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 W2X4 S 2.25 Provide ( 2) 16d common nails(0.162'•0.5'•), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162'•x3.5'•), toe nailed at Bot chord. Design Crit: FBC2014Res/TPI-2007(STD) F V -V PLT TYP. Wave FT/RT=096(096)/0(0) 15 1. 06 1.0 Q 5 L/ -/5/-/-/R/- Scale=.5'•/Ft. WARNING, W-0 AM `°"1111 ALL NOES 00 THIS au"MI 7O. • T LL 20.0 PSF REF R408-- 29658IWMMT'• nM.;: THIS NIA111N0 " ALL CON"LlICT0113 INCLWII@ 7111E INSTALLM. . • Tr ufu• rege.r.. t e.e •ro ,n rmrm•u np, n•m l.np, •nlpPlnp, mull,no •m orae ,.q bt•r to •n. bll j i n. I.aet .e.tlen nr'•es1`,wlle.np Ce,en•nt S•r•tr n, IPIInror.alon, ... •Tu) fel •.ray er.etle. DL 7.0 PSF DATE 04/19/17 s p•rror..np tn••• r.•.e t.an•. Insta la• •n•11 prev,e t•.per•ry er•e „p p•r SCSI. llnle• net•e etn•r • • n ,. l•e C rO •n•11 n•v preyr1T •[tKn.• •treetur•1 •n••on, .b eo[ ter M10 .n.l efv • pr•P•rly •tt ' ATE : DL 10.0 PSF DRW HCUSR408 17109459rlplec•Illnp. Loc•tlonf •ne•n for parnrrn[ 1•l r•1 r• tr•Int or we• •n•11 n •clop Imt•11•e p•rfLS • Q 1 0 • eet. • 1170 N• i e1110. . • ppl,ee la. App1IS p1•a•. ter n r•e• of t r.. you a.on .• •1.... eow• • • n. ,e.nt D•t..L. u.L.. ,.etw ean.rae. N.r.r to el,.p. 1.0A-: rer a.ne.re P1.t. poatlon.. LL 0.0 PSF HC -ENG JB/DF Alp,ne. • er IT• W,lolnp Coye..ent• Croup Ine. M•11 net a ..... ror ee,•t.•e fr— e• • er e.n•. •ny'f•Ilur• to Ce Uo tM tr u•• m cmfer.•,e:• •Ian ANSI/TPI 1. a 1w n..ellep•"-IMI q. O/ ••• OR'O •••• AN ITW CCMAkW .....I•t.•n • er.e.op .1 tr..•,.. / S .•••••p.•G TOT . LD . 37.0 PSF SEQN- 738916 el .• MI. er I Q er ..••r p.11. II.L11.p NI. •r..lp. IMIo•u. ....pt•11.. Or pr•f...1u1.1 .1111111 I'* ,<C+ rl tn. 11r iiti1/ p.r A.alnii"Is.e`i •"• .r .A1. •rrlp r.r ey .tns".. a Qi y y/ O A1 DUR . FAC . 1.25 FROM RF 24W IAA Dr. Swat 130 OIINIdo.FL 321{)) for aa•r• Inrorn•tlon •e -I- It.'—'.I no • P• •ne an••• .e •Ia•• FLCOA#0278 ALPIK. --- •IP•ro eee: ,P1, -e-• P•^•t•«••• SIT—---••.e.^e„•ar„•..-, See- --- ••r•Dou 11a Fleming Lic Num er• 66648 SPACING 24.0" JREF- 1W04408 Z23 04/19/2017 101/D-//013 - A -UAVIU YI[CRLT -- Lot Y Reagan Point - Lei Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "138" 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 Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, 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. 2X4(A1) _ L -e 1-4-0->j L7-0-0 Over 3 Supports — R=360 U=61 W=4" RL=124/-30 ri R=169 U=81 R=127 U=0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 0 '. 6T ARNINGI•• RrM RID FOLLOR ALL NOTES OM THIS DRMIIGI IiORTANT" FIEMISH THIS DRMIIG TO ALL CDNMA[TORS INCLUDING THE INSTALLERS. i rr,x• roqu.ro o .Parr e•r-. .n n.ne l.np, ,n.p =: ._t•I l 9 •b er•....9 Ro.or to — .o' or 1R n• 1•t•.t wltlen KSI (Rolla m9 Ot-gar.•ne s•r•ty Inrorauu en, er TPI •,.e Rlcp Por .•ray P—'.:• P p•rforr.n9 tM • fu.c c.on.. I.......1. _.. Pr.a.w to-por•rY er•e.nP p•r IBM. w.... notes o n•re. JTCy/ to oP 1— ..a. Ma• Pr.P•rly • —h•e .Cr ra ...••tn.M e,r eottoe CMre ,nal - • properly . t,plye L ATE n II " r191ent:111nP L.Ca ion, ,noes.`'.. P•rwn•,R I -r ra tram or .oe, ,nal n -w er -9 Imbl.•eeP.r K p. RT er Dlo. ..=.' ppl.t•elo. Apply PI .. to o•Cn rete or trr, — Po .... o.... epees. .eovo omntJentD•c.11.. .n 1•.. ,rt.e etnor-I.• R.I., to er 1.9. NS9AC2I., ; .re pl•t. po.lt.on.. AIP•no. Pfli ••. A: e,a.,.es. or 1T R"1 IeIn9 Da.po,rnt• Oro.q IM n•II ro o.Pes.,.el. for •ny eea.et.... free to .,y_ O C OR`O•: s.r.p. any faJlur• t eul.e tn• crus. m canfor..rvc• rltn ANSViPI 1, Por Por n•oal lrr. sLlpp lrp 'fes /\\_ • • R 1eP • 1 enoeelANrrWMMPkWI-- A er•e.rp er v.na.. I, y y4Nonsnl. ar er .oyer PIM 11stlp MI• orwlre. IMIaet•e ocoop p• of proreo&10 6 "Inoefl WAIA0 r—P-1911., wlelr Per w —10. •Ices.. Thr eult•elllty — w or -1. errlp for •ny RratWe 1 ro A'.4Jr. 24W Late OrAnp Dr, Sunt ISO rosy olbll ltr of -o wilding Dmignor Ar ANSIrtn T S-2. W. tr Ry rrOrM&IT'" Wank FL 32837 For oor• --tion .« tnl. doe•. 9•.rr11 ro . pro• •ne t ..e .1 t•• cFLCOA43278ALPINE- -rr •lp—t• — TPI r- r. tp.n,t.or9• fRa:-r-.•e..ntl...try ICC .r- ........ Douala[ Flemine Lic Number: 6660 23-10-111 3-1(-3 20-4-0 FW-/5/-/-/R/- T tL 20.0 PSF TCL 7.0 PSF L 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 29659 DATE 04/19/17 DRW NCUSR408 17109452 HC -ENG JB/DF SEQN- 738902 FROM TH JREF- 1W044O8_Z23 kI1DI/'-//J13 - A -UAVIU WIILKLT -- Lot tJ Keagan ro1nt - LJ/A) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR 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 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 447.56 Ib Conc. Load at 1.06, 3.06, 5.06 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) _ R=187 U=77 3-10-4 3-1(-3 20-4-0 7-0-0 Over 3 Supports R=1006 U=164 W=4" R=609 U=63 Design Crit: FBC2014Res/TPI-2007(STD) & V F PLT TYP. Wave FT/RT=096(096)/0(0) 15. 01. 6 TY. F -/5/-/-/R/- Scale=.5"/Ft. VARNINGI•• PLO AID FNLLON ALL WTES ON THIS NRANINNIREF R408-- 29660IMPMANT" FINtl1ISH THIS DURING TO ALL CONTRACTOR, INCUMINO TIT INSTALLERS. . T L 20.0 PSF nN,„_T1:'2 =A' e .nR Rerer to .ntl fe4 VATIE TC L 7.0 PSF DATE 04/19/17pcapon.yrrl.ro RICA.raY pr.etic.. pMt.11... .M11 prev,M t..p.r.rY Dr.,np p.r NCSI IA.les. rot. o .... r. e <Mrtl .nal Mr. prep.rlY Itt<en. .Q C-1 a,.Ml,, .ro Detto• <Mre M.11 new . prDpDrly . t.Cn.e /L r191tl ca llnp. Local...ne-n ror perq la...l ..,trw nt or w,D, .11 Mr. Dr.e l,p In,ta l.`P.r NCS : / L 10.0 PSF DRW HCUSR408 17109260 inc . nn 1. D NT .r N,.. ...ppl,e.Dlo. A.IY pl.to. to e.en f.<s or tru t..pe.,t,on .. ulowl .eoue ero Q • /` P• • III 11«^ JIJJI • dant Naal.. v,l... rot. DtMra... R.f.r to er.-Inpe ,BOl1-i fDr : rtl D..t. po,ltl.. 9,0 •' ' O` Or.LL 0.0 PSF HC -ENG KM/DFAID. ro. • Ow,,,. o! ITV Nu, Itl,np CeyO/,.ntD Crolp Iro. sMl1 rot w M.pona ae ror.•: • tlr..ine• .y f.,lur. to Dulltl tM trus. In c.for..ro. .Itn ANSI/1 PI ,, of for M.I,nN .nlppinN, 'I •. .. AN IrW COMPANY n,t.l I.t,.. Dr.<.,y e, tr,... ''., Ss .... N ' 'TOTT. LD. 37.0 PSF SEQN- 513226 NMI —,Ml .f.11y K esMDr Deal 11 t111N NI. Rr.11o. IIOI.Mi. .¢.Vt— .f NMf..l—1 MIN In.r111N 'i4y /ONA 1-fty : rl— 11.0 /O`I nN D-IV—r "r AMIAPi`I S S W er [III. Or.l,Iy for Mry arts[. I. + W._. OUR. FAC. 1 . 25 FROM TH2100Lake01v18rDT,SwH150 r"DM” --4 MpIWWu Orlando. FL i2837 For ire InrorM.u. , tltl. 3.•. Neeera ro . p.N.. trw s .It... FLCOI, #D279 AL IHE .-...Ip,M,t. <e.. TPI--.tp.n.L-9. MICA -.- .1by ICC .... .....Dou fla Flemin 1 LIc Number 66648 SPAC I NG 24.0" JREF- 1W04408 Z23 16175-/7513 - A -DAVID WEEKLY -- Lot 9 Reagan Point - EJ7B ) Value Set: 13B (Effective 6/1/2013 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" 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 Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.40 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, 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. 7-10-0 Over 3 Supports R=295 U=20 W=2" RL=104 23-10-11 R=189 U=94 T 3-1(-3 20-4-0 R=157 U=0 __+ 20-4-0 TT X Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 0 6 T WARNINGI•• NEAR Alm FOLLa ALL NOTES ON THIS ONANINGI • IWONTANT•• FUMISN THIS NRANING TO ALL CONINACIONS IKLWINO THE INSTALLENS. • N iru.•o• rsee,ro o tr•i caro ,n Itlr,c•tlnp. n•,bl,nN, M,ppine, ,n.[•II.nN •M Dr•e.,.•: Aor to •M IO • an• 1•t•,t blalen er NCSI (R..1 IOl,q Copen•nt S,r,ty InfMutl—, by T 1 •,.e .ICA) for r•ty pr•et lc•• • 1 o p.rror•,n• tMu Iv.e a,—• Inft•11 •r• •n•11 p_... a er•ry Dr.e.n• p.r KSI. IA.1•» rot.. ... or•, Is ATEt- C -r• >MI I Mw properly •tt•enw •t r.s<ur•1 •n.•tnlnN •na -[<e• C -r• •n>II 1.•v • pr•prly • t•eIr• "\ rlNle Ca ll,y Looa1—..n..n for p.runw.t LIKa rostra nt Or w•, ,nal n.w er.c lnp I,....11—`p•r Ks V . N]. N) or N10. •> •pplm-I• AppyUP .. to o•cn 1 -or 1 o• — po., •l.ow. •Do•s •n• Q II D aM`101nt D•t•,•• s. IN• —a•e oan•rolN Rotor to Orw,nN> %40A -Z for -,rd plot• p•sltl—•. • O i P U . `O 'r Alp,—. • or lit Wllelne Coya.an • ro.p I—. •n All not - resp—>,Dla ror o• ny o••,•t,— rr to •7 •. OR • w r,q. •ny'r•ll ur• to WII• tM tr.,,, In e—IrW.c• elan ANSI/711 I. or I— n.nellnp. -swim. ' •Ntt N•No AN IrW COMPANY ..[..lots— • er•c .Iq •r ... ... y 1 M NI 4 Ip N OMf p•N• II•t111N NI• se'-sm, I"IeNrtoo —.Pt—. of Ii-fw•1•rl•1 .6111- 6.0 / e r..p.aeulty -lay ror ttr ray. am. llr •w e.el tlty •Itp w or <AI• eros.• ror ry •errmtr• I• ,,'Ib/o NAL 2400 LAeOmo Dr, Smile ISO r••pw lelllq •f tn• W11":m Dw 77 per ANS1rt 1 1 1.2. q/HF1 iWu 4101 OdapdD, FL 32837 For —r• ": m D-77 tnl• —'. mons.. — . P.D. an.,• .•o •It•,. FL CUA 9077E ALPINE maps—rt•.ca, TPI w.tp.,.,t.DrR. WCA: .00.•De.nm,.ary.c—: ICC: .....ce..r.Dauela Fleming Lie Nwnber: 66641 Fid-/5/-/-/R/- T4 S.L 20.0 PSF TCL 7.0 PSF L 10.0 PSF LL 0.0 PSF 70T.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 29661 DATE 04/19/17 DRW HCUSR408 17109451 HC -ENG KD/WHK SEQN- 738895 FROM TH JREF- 1W044O8_Z23 7C7/5-/1513 - A -UAVIU wttnL.Y -- Lot W Keagan Point - L:JI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #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 Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 F_ 2X4(A1) R=-36 Rw=24 U=34 0-10-11 R=9 Rw=15 U=10 T20- 4-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CSC member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Le 1-4-0 3IJ 1-0-0 er upports R=201 U=56 W=4" RL=32 Oma+ ••••• • •(••••• Ar!-/' v Design Crit: FBC2014Res/TPI-2007(STD) • J Si•• PLT TYP. Wave FT/RT=096(096)/0(0) 15 1.00.06 .0 Q 6 L/ -/5/-/-/R/- Scale=.5"/Ft. WARNIMGI•• WAD 1115 rOLLO111 ALL SIMS Or TNIS OIWI•GS . 70 • IsSORTAIff" g1•NISN THIS MUSING TO ALL COrr•40M INCLUDING TNY INSTAL11M. T LL 20.0 PSF REF 8408-- 29662 tMrl.t. tr« 1t1M orr•CSIc ••., I 10I.• r.c.t.np, nM.11n•, M,pp•^•• ,rot.11 ..q ..,0 sr«.n•. •.r.r to .n• 11 • c .• ct s.rargty1n..1MuP1 .• a, rw ..ra> pr«alt..• DATE 04/19/17 o p.rfor•„q irou r.•.t t.M.. 11..• a». n.. I.r• -11 pro t ...y .-ngp.r •CS1 Vnl»• rot« - ; • DL 7 . D PSF top e a .1..11 n.v. prop.rly .tt«n« .t r.st r.l 1M.tn.n• M. Mtto• t . MIl n». • pr.p.rly .tt • • r1•lo l l •re• L«.t1M• .n.•„ r.r p•r..n.nt"I.I.... ' r.1^° " ..°' '^"^•.• .r«lnp ' ..1N P.r S • ATE : DL 10.0 PSF DRW HCUSR408 17109468 or •to. .• .pp U.«l., billy r I, toIn . l lt.. ar fruf•t•' O p••a.tn .• u.ow....>. I 00 • • rot...tn.r.1.. •.r.r a..r»lnp. ,••A•x r.r . r. pl.t. p..1t1M.. •: LL 0.0 PSF HC -ENG J B/DFaAlp.ro. • ..•....n or IT• •.,l l.,n• Cmy.lwn • Group Inc. • r.•pM•..1• Por My oo•..t ,on fra s •. O • Inp. MY I.11ur• to WII4 an• truss In C.nror..«. .Iln^NSI 1 1 1. •r 1- n.Mlln,. •nl"IM. . •• AN WW COMPANY ......t.M ..r«In• .1 tr,.».. 1 °'CSN • 'c OR ••' OT . LD . 37.0 PSF SEQN- 738899 M•1 M "I. •r-l•O M •••w p•. II.tlp NI• •r.•Illy. IftleaLN •.•ptale• •r PRr•..I-1 MOI~111y ,lilt A,.,.. P—.b SKY -6.11 f« tee r•1p _. l,r wlt.•IlMy •Il• .•• r NI• M»ll.• r— •••Y •trtitw 1• /I / 240DL1LeOnWDl,SmNI3D r.•psrlDlllty N tw. wllal,p G..1p.r •r ANSI/TPI 1 S«.2. yi S pH/1 DUR. FAC. 1 .25 FROM TH 011anda.FL 32837 F.r Ncr• 1nr.r.. •» ..I. j—'. •.,» ro • p.p..,1. t,»,. -.. ,lt..: t''"' 41uLWLLw+'v SPACING 24 .0" _)REF- 1W04408 Z23FLcoAona &POINE .Ip.ro.ts.co•: TPI: w tp.rot.or•. PICA• .:.«.n..ar>.tv: 1a: •......... .Dou ria Flemin t Lic Number 66648 04/19/2017 k 101/D-//DI.T - A -UAVIV Wtt11LT -- LOt t3 Keagan Point - c./a Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" 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 Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. PLT TYP. Wave SPO I AN RW COMiMNY NOD LAA Orange or, Smtt W Odindo,FL 32837 2X4(A1) L 1-4-0->j R=222 U=45 W=4" RL=62/-23 R=59 U=28 R=50 U=0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=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. 1-10-11 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096(096)/0(0) 15, WARNINGI••5N VIM AID FOLIA ALL MOPES A THIS IEARIM61I~AW" F1A111TNIS MMA111I16 TO ALL [YIIMtTai IMCLIDIMO TIE INSTALLERS. Trtn>o> Popo,.• .. .. .o ..ro ,n fmr,e•t,nq[ n•ne l,rp, .a pp,nO. ...t•11, rb Or«,np Ra•r to •ne n• 1a••t •e,U•n lCsl (11.11(11.11-9u9 Cepo,r •r.1sr•q Inru by IN OaCIPor •fy pr«tie•• o p•rlor.,,q tMu fuSCSI >. Insa•11«1 1n•11 pr•v,e• a•.por•rY N«,np p•r ICSI, mtl•a n•t•O OtM w e .n.0 n•w prap•nY «[«1.•e aruecl a .n1•ta,q •ne motto. more 1na1 nm • p. •P.rly •ee•elEIOnc•ei l,np L«1t,on. •Ic.n Hr p•r.•n•nt btsr•1 r rant of w•s foal Mw "r«1„p , a•11•e pr I q. R)or 110. •> •ppnc•.lo. Apply pl•te1 t n f«• er •no., e P • . •.ey •n M[Jo na O•t1,1>, . 00 : OLMra••. R•f•r to er ln•. 164A-2 for1t r10 ra plea• p••It lone. Alp,:•, 1 e,u,. ,on or ITW lu,le„q Cop•n•:t> 110 IK .M 11 nor o• r•.pon.,01• Por •^y ew,•t,on rr•. w,nq. Y r. o Dille aM truss In COnforYnt• .Lan ANSI/TI 1, or Por n•,bllrq, fnlppin•, n.ulUuon 0 .r«,np of trm.e• 0001 M NI. Nr-Inl N O.Y.f pill" 11O 1116 M. rr lly. IIINI.Ot00 OOOpt...r pr.fM.l—I ..1111..111 0•p.n.l\I I ItY ..1IY f.r tlr e..lP Olq.n. 7M III n. w at I" .r""" for •11Y .trlstttr. 1. ps l\11It) Of all. wII.IA D••l O1.r p•r Aral/Tpl 1 S.e.i. For —1 —f••-6% os, TPI .tp,n.a.or/, /TCA: •.f«,nevary taICC ....Dou ooJ ; • ' •s'0% 106 .0 QT 6 0. KS4i3 ATE t OROt. 'e lemine Llc Number: 66648 04/19/2017 L/-/5/-/-/R/- T LL 20.0 PSF k DL 7.0 PSF B DL 10.0 PSF LL 0.0 PSF OT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 29663 DATE 04/19/17 DRW HCUSR408 17109467 HC -ENG JB/DF SEQN- 738900 FROM TH JREF- 1W044O8_Z23 I, 1b1/b-//b13 - A -VAVIV WLLKLY -- Lot 9 Reagan Point - CJS ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" 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 Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4 (A1) I= L-- 1-4-0->j 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 THIS DYG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CAC member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 R=89 U=0 22-10-11 20-4-0 TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) a - 4 - V"sQ6 'CQTPLTFT/RT=O%(0%)/0(0) 15JD105 L/ -/5/-/-/R/- Scale=.5"/Ft. VARNINGI•• KO AND FOLIA ALL MOTES ON THIS ORA MCI • • T LL 20.0 PSFIwmpjT•• FIANISN TMIS uIAMIMG TO ALL edAACI06 INCLIDIMG THE IWTMAM. • • REF 8408-- 29664 Tru»•• re.m rA > trm elra .n I—ne•t „q, nAM 1110, Anlpp.np, ,rota l.no ..n Pr.e.n9 A•f.r to ...e I1 tM La..t -.Uen of •CSI (11-66.9 CspoMnt Sooty Ilf—Ir, P. TPI MICA) for ..f.t. pr•C[ICA•'. A • 7AT DL 7.0 PSF DATE 04/19/17 plrrora,n9 tM— fu.et.on•, 1—...... •M.. prw,— tAtaorlrY . •e,np Por •CSI. IY,.r. ro otMr a too CMr1 -111 .1r. p,e ......•en- .truCtur.. .M..... 1..1 -ttoo CM11 An— Mw A propo,,y — C.I.I,p. L«.tlr. —, for p.rarrna I.a.r.- ... of .APA YA11 — .,.clop In•t.11—pA1- : DL 10.0 PSF DRW HCUSR408 17109466 n1111 mint q,,:7,:r •t•. .. App-.e—le. App.y pl•te> to e•C r of anis • v t,a,m .• = — • Jo—t IWA-2 str1•ro tMGI , mlr..otoo otMH It— to 1r—Ings fer plot• po•,t,on•. •' 1 1111•,— of ITO 1.Io.n9 Ce•pp,o bra• Ile An... —a — .Pero.... fx —r ow,lalr rr— t •• Ttr LL 0.0 PSF HC -ENG JB/DFA.P„o, • /' OP ar l p, —Y f.l. urs to Du1.1 aM anis• In oonrorar.ol lith ANSI/IPI 1.ror roc nrl. Irq. -iM. q. • C AN ITW COMRWY OR;.•• 1..t.l..t.en ..r-1np.1 ars.... 4y N 0-1 M NIA 01-11.9 - oo-f ~ 0IM11+ NIA 01-11D. 11M.-ootoo o-APt-Ao 0/ -IAr.11 of01•-1110 I OT.LD. 37.0 PSF SEQN- 738901 P-t NAPA-1\IIItY r111-1 1w tM aoo19n o . The Ault--IltY Ana w of HIA ar-1..9 /or Ary ot—t—o 1• S GGGy @ G A6Inn 1 S—'2'/OHA - DUR. FAC. 1.25 FROM TH2J00LoleOralgeDr.SuluI50 1..poouUlt. Af --w— p.r OfImdo.FL 32817 FLCOA10278 Ior —r. Inrer..ar . toll J- . 9...H. — > P19A .,.1 u.... w. at.•: ty4µ811111 TPI::: o tpin•t.e.9: MTU .:'...e,-o—Y.e-, ICC. w.. ...-Dou rla Fleming Lic Number: 66648 SPACING 24 .0" JREF- 1104408 Z23 04/ 19/2017 t IDI/D-//DIJ - A -UAVIU wLLKLT -- LOL V Keagan rolnL - t.JDA ) FVaue Set: 13B (Effective 6/1/2013) chord2x4 SP A2 Dense chord 2x4 SP 112 Dense Lumber value set "13B" 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"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. PLT TYP. Wave L-- gAN1r1NOOMWINY 2400 LRLt Dnnge Dr. Sww UO Orl2mb. FL 12937 5-10-0 Over 3 Supports R=220 U=10 W=2" RL=72 THIS DIIIG PREPARED FROM COMPUTER INPUT (LOADS l DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.90 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, 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. R=135 U=66 T22- 10-11 2-1(-3 R=119 U=0 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096(096)/0(0) 15.1 RIARNINGI•• REM AW FOLUR ALL NOTES 00 THIS DUN Of j IiORFAIff- FWIIRN THIS DUBOW TO ALL COMM41301! IItUDIO TIE IKTALI.M. orb»• rbu.r• o lrs e•ro .n ........9, n•,1e .a. .n.pp..9, ,»t•11..9 ub : R1f•r to oM f 1•ua leen of K51 (6.1101.9 C1.9•.n t Sol."Infor•alw, •y IN ti •ICA) ror f." pr <t1e» e p.rror•..9 aro» fu.ca.oro. Iwt.ol.r. 1n•11 prw.00 a1•rer•ry •r<..9 pr KSI. .til»• roa•e otnor.E op mere M•11 nw• Pr•porly •tt<n.0 ltr uet.v1 •rootn..9 •,.. tottw mora M•11 nw. • Wewr1Y •tt•CM lyra 0.111.9 L<.l loos .Inn. ror prr..n•nt 1oa •r.1 rwtr.int or wee sn.11 n.v Dr<1.9 InstN l.e pr D s •• 07 •r •1D. I. •.9.91.0»I• Apply plot.. to .<n r<. or tru.o - pe•.t.m Is u6.. •p1.• one rotJO lit 0.41111. un 1111 Int•. oaror.11.. R.r.r to erwl"s 1.OA•I ror 1—— plat. p.ltlero Alp.ro. • . vn.on or 17 6.40..9 Coo, w 1 1,, 1m 1 •n rot » r1•pen•.pl• ror »y e6.0 rreo mw..9, .ny,f.11ur. a •ul I. lho crus. In c.fa•rn..ltn ANSI/Irl 1. or ror -I". Y11pp..9, ab l•t.w A er<.np or erw». 1 •D -1. 01-1.9 •I coyer pyo .lot S.9 "I. •I 1.9. I -J.- omptbl . of p_f _j_I o.9111••f In pM.•1•111tY »I.IY for tro 0o.10n •11•t t. 711 oult•1111tY oM w or NI• --Iny for _V ltrtstlr. 1• wpv.l•11Ity of nt• 6.1.01.9 Dwlyror pr ANSIAPI 1 Sw.i. F., o Infor••tlon 1•• tnl. Job'. yror.l nbt.. p•slt»: ALPI: 1-.p -,.r . TOPS: 1P.n.a.ory: /FCA . p." •rn Kw..•..m.rooary.cw. ICC ..r.DoU6 ATE O t.'•: ° C OR10P. 9k 1 111111•11110 1111• 1 x, IYA Lic Number: 66648 5/-/-/R/- TCJLL 20.0 PSF L 7.0 PSF JI DL 10.0 PSF LL 0.0 PSF OT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 04/19/2017 Scale=.5"/Ft. REF R408-- 29665 DATE 04/19/17 DRW NCUSR408 17109454 HC -ENG KD/WHK SEQN- 738898 FROM TH JREF- 1W044O8_Z23 k 101/3-//DIJ - M -URVIU wCCKL7 -- Loc `J Keagan rOlnc - nJ/ Value Set- 138 (Effective 6/1/2013) Top chord 2x4 SP 112 Dense Bot chord 2x4 SP b2 Dense Webs 2x4 SP N3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 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. 0-4-3 am THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 Ib Conc. Load at 1.41 TC- 117.64 Ib Conc. Load at 4.24 TC- 231.93 Ib Conc. Load at 7.07 BC- 17.06 Ib Conc. Load at 1.41 BC- 100.08 Ib Conc. Load at 4.24 BC- 177.41 Ib Conc. Load at 7.07 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 ( 3) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) _ Le- 1-10-10 ---Pj irc 9-10-1 Over 3 Supports R=318 U=143 W=4.907" R=71 U=23 R=328 U=63 23-10-6 3-9-14 0-20-4-0 9 14 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) I "W 1%• FT/RT=096(096)/0(0) 15.11. 06 .0 TY: 5/-/-/R/- Scale=.5"/Ft. WARNING,•• READ NO "".010 ALL MOrES CN THIS W MIIISI IwONfm/ nAUISH 1115 WMI.6 m ALL CWnlAcrae ISCIAnIw TK 116TALLEAS. WILL 20.0 PSF REF 8408-- 29666 Tr_.e. ro,; M a [ m ere m r.Pr.uunp` nerol..q, .n.pp.n•. In u. U.q eM arae.np. ft. ao Coq°Mn S.loly Inror_al_, e7 IPI . e ICA, I.r .fetPr.ela L 7.0 PSF DATE 04/19/17 hell pr_.M teeporer7 eree.np per SCSI. t71.e..tb e[MA- eMragrope""o........•....ec.".'"": "'.'• ' Pr°per'r ' ` • ATE • Int r .et .. " Or.c lrq .. I.a`pAjs.]57 r •le .,qror pereApply DL 10.0 PSF DRW HCUSR408 17109455 p O` LhAIP. l-ol,. or 510. e. epp..e_... Apply Plet e. [o .een f.te of ar". .V p...c.an .....oma. eao. reaJ,im o. aY .. 1.,. ro[.a eaMr.L. Rr.r to ar_In,. 1.- t far a.a.ra pla. p..ItLM.9 .. • QP.• M. . or 1n wll°. q Ceepp °nt. Oraq IM. .n.n noa .e r°.pw ..a. rer wq aev ee rr_ to O/\ .• LL 0.0 PSF HC -ENG JB/DF AN ITW COMPANY OO °• w.,.p, _7'f.J lur. to Bolla aM aro.. In conlw..,.ce .Ian ANSI/1 1 1. or for .l.Mlln•. .nlppinp, / • ^ • olo...t._ . er.a.n• .r «,.... S '•••••••'• V OT. LD. 37.0 PSF SEQN- 738909 eel .n NI. er_I .q .r e•.•r p.p 1l.t Illi twl. •IAOI.1•. IIl•.e.tp .ea.pt.l.e. N pMf_.1.rl.l •.l•1 M.rlro y*" s/O wp r..P-la lit, »1.17 Ior - ..I p. YN_.. ,M .WtrI11t]r b .fie of -1. or -Ing fw my .erlst"r. 1. - tL DUR. FAC. 1.25 FROM TH N24WLILe DI Smm 150 12837 reep/.e..l.lt7 of I,,le 11,6Ia1K P_19mr pr AHSWIN / S_.7. Odandp.FL FLCOANO278 f^r `fe 'nr"•-••Im ••• anl• J•••• •e_e ro v.•. "° ` •I[•" AL.NE: -"P---;-"P---;_I Tpl: we.tP.Mt.ory. •ICA: a :'• e•• ae.na".ar7 : cc: I.... .....Dou+la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W04408 Z23 04/19/2017 STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' Q- ATTACH SCAB WITH IOd BOX/GUN 4' -0' 2x6 (0128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- 1N LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 are the preferred O 2) lOd COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)I0d BOX/GUN (0128'x30') ONAILS. ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON -- 0.148'x3') NAILS OR 4) 10d BOX/GUN y28'x3.0') NAILS attachment methods o STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None re uired 10' to 20' 1 roe (al center of N 20' to 30'2 roes 0 at feel 1/3 points) 30' to 40 3 rocs 0 at loch 1Npoints) Over 40' Space rots at 10' III. ts) All scab -on blocks shall be a minimum 2x4 stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resul ting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine, For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). V/ J 1 v - --•+f 1 ATTACH STRONGB TO BOTTOM CHOR 1 •••••• • •••••• 2) R10 - 3' S • ` ` • STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ' v • aoVARNINrs•• READ AND FULLW ALL MOTES IN THIS DOAVINri $ • TC L PSF REF STRONGBACKIMORTANT— FURNISH THIS BRAVING TO ALL CONTRACTORS IOCLUDING THE INSTALLERS. •• Trusses require extreme cars In fabricating. h•ntlling, chippinp. Installing an° W&CkV. Refer to antl • fabs O& latest p -t er ICSI ctluaolnp Component Seers Infernovide a TPIor antl SeCA> rots surety * : YO. T L PSF DATE 10/01/14 praCaces PNor t. perforp then -..stens Ipetoll•r' the Strutt temporary and per KSI IIMees noun otnersbe, too cnord d ca note ocatins sho— For structure) lateral and bottom coos C L PSF DRWG STRBRTBR1014hallhoveapropeNyattachedrlpp 'Ming. Locations 'horn for perrenmt la oral res troNt of sobs • ATE • OF fl of t uss and posilmg ionI. Sassllod per KSI sections •2. J nt NQ oc opless n. dotApplpane to each fon • • LL PSF1U\\f of truss antl posltlon as cno.n above oral on the blot Details, amass noted other•i'e. Refer to draelngs 16OA-2 for standard plan positions. p •• • AtPlne, a division or ITW Wading Components Wa.p Inc shoo not be eMonsible For an tllvbtl0n Fran O • L p • l` AN ITW COMPANY this U—I", any Failure to build the trust n ConfWrune• .Ith ANSI/TPI 1, ar fW hand mg. chipping. 9^ •: OI\O••`\_ T. LD. PSF Installation bracing of trusses. j ••••••• A seal on tris dre•ap W cover page Ilst•p this dra•bg, Indicates acceptance of professional 13723 Rharpon Dnve erpreering responsibility solely for the design 'ho•n The Suitability and use Of this droeing /y. L VBUR. FAC. 1.00 Sada 200 for any strut two Is the responsWRlty of the •Wdlry Designer per ANSI/TPI 1 Sect p1S Maryland Haohts, MO 63043 rar more Infornsten se• this job's general notes Page ono these Nb sites. KPINE. •esalpl olt.coml TPI, .•e tpinc t.orgl SKN •...sbclntlu'try or p, ICG .•el'Cio Fe pep . ... .. .. ___._ SPACING 04/19/2017 Commentary Camber May be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses, Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding loads, The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations, L = Span of Truss (inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflection from Live Load) + Actual Dead Load Flat Roof Trusses (0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) Note: The actuc,l_fil&aa6AJQd may be considerably less than the de ale ct la'61_ wVAR11DLs.. READ AND rILLOV ALL /DIES ON IVIS DRAVING1 Qw IIPOITANT.. rLOUSH IRIS DRAWNG M ALL CIINTRACT05 DQUMNG TK INSTALLERS •YO. Trusses require ..trees care h fabric ting, handling, sh4gft. istallYp and traclrq War to o lg- a proct tin latest operon Of •CSI o.r u, Component Softy Iall protlan, a TPI and Sacro for Kil. proctkes prNr to performNg toes. fwctbns. Instouers shell prorkb terporory troche per RCSI. IYeess rot.d Oth—las, top chtrd shall nor. prapeNy attached structw l sh.atheng and botton cn0W1 •1/ 1..a a prOpeny a.ClerqW Cerlrp Locations shoan far pernonnent lateral restraint of eebo : 0aM11heretrachginstalledperRfSIsectorsM. R7 or RIO, as applkoWe. 11pp1y pates to each face Q Of truss and p"Itio n as shown aooV& and on the Joint Detass, uhi.ss nOt" Otherelse. War to dro.hgw 16011-4 for standard plate posltonlL 9 AN ITW COMPANYwhpbawd AU**. a dlrblon of ITV MJldhg Corgp nts Group Inc sheN not be responsUe for any derbpfrow tn' OA•• Ft ORObdtra. any ra4re to bd the truss N ncconfornae NANSth I/TPI L tr far handling, s X, installation L tr.Chg Of trusses % rs o.••• l..• .•.. A saw on this dra" or Cover papa Usthg INS tra.hg. Indicates,acceptance or professional 13723 Rrvwporl Dnve r.sparsstllty sdNy for the bslpn sro.n rhe suitability and us. of this dr.Nrnp S..1.200 for any s fire b the resp0=11ty of W IluYatng oesbner Joao ANSI/TPI I Seca rsrjLYW{_\ Maryland H.rgbb, MO 63043 for ear• Nro tlon sh this Job's gon.r01 rotes page and these am dt.s. uS ALPINE. www alpMlt..Cp11 7Pb ow.tOYst.orm SDCIa uw.amhdust—al ICO 04/19/2017 REF DEFLEC/CAMB DATE 10/01/14 DRWG DEFLCAMB1014 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ort 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt a 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D. Kzt = 1.00 nr1 ton mnh rinN -.14 An' M.- He:nhf Pn..Ptnll- C_-.- It vim _ Inn S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces 1) 1x4 •L• Brace St Group A Group B 1) 2x4 'L' Bruce (2) 2x4 'L' Brace s (1) 2x6 'L' Brace (2) 2x6 •L• Brace as Group A Group B Group A Group B Group A Group B Group A able Truss 1 oi Refer to common truss design for peak, spite&, and heel plates. R1 / 42 4. V 6' 11' 7. 2' a, 2• 8' 6• 9' 9• 10' 2' 12' 10• 13' 4' 14' 0' USPfM3 18• 3' 10' 6' 2• 6' 7• B' 1' 8' 5• 9' 8' 10. 0' 12' 8' 13' 2' 14' 0' Ou[ N14' Stud 3' 10' 6' 2' 6' 6' 8' 1• 8' 5' 9' B' 0' 0• 12' 8' 13' 2' 14' 0' flI 1 StaHaard 3' 10' S' 3' S' T T 0' 7' 6' 9' 6' 10' 0' )1' 0' 11' 10' 14' 0' ql S P DPL 4' 2• 7' 0' 7' 3• 8' 3' 8. 7• 9' 10• 10' 3' 13' 0• 13' 6' 14' 0' Ott each end Max web M2 4' 1' 6' 11' 7. 2• a, 2' 8' S. 9' 9' 10' 2' 1 12' 10• 13' 4' 14. 0' 14' 0' R3 4' 0' 5' 7' 5' 11' 7. 5' 7' Il' 9' 8' 10' r 11' 7• 12' 5' 14' 0• 14' D' Stud 4' 0' 5' 7• 5. 11' 7' 5' 7' 11• 9• a 10' 11 11' 71 12' 5' 14. 0• 14' D' Standard 3' 9' 4' 11' 5. 13' 1 6' 6' 7. 0' 8' 10• 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' U i-') 0) U O SPF u PHI 111 / I12 1 4' S' 7' It' 8' 3• 9' 4• 9' 9' 1 11' 2• 11' 7• 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5• 7' 6• 8' 3• 9-3. 9' 7' 11' 0• 11' 6' 14' 0' 14. 0• 14' 0' 14. 0' Stud 4' 5' 7. 6' 8' 0' 9. 3' 9' 7• 11' 0' 11' 61 14' 0• 14' 0' 14' 0• 14' 0' Standard 4' 5• 6' 5' 6' 10' 8' 7' 9' 2' 11' 01 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' S P DPL 1 4' 10• 8' 0• 8' 4• 9' S. 9' 10' 11' 3' 11' 91 14' 0' 14. 0' 14' 0' 14' 0' N2 4' 8' 7. )1' S' 3' 9' 4' 9' 9' 11' 21 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' R3 4' 7• 6' 10' 1 7' 3' 9' 1' 9' a, 11' 1' 11' 6' 14. 0• 14' 01 14' 0' 14' 01 Stud 4' 7' 6' 10• 7' 3• 9' 1' 9 8' 11' 11 11' 6' 14. 0' 14' D' 14. 0' 14' 0• Standard 4' 5• 6' D' 6' 5' a, 0' e' 7' 10' 10' 11' 6' 12. 7' 13' 15• 14' 0' 14' 01 d LD X CS U 0 S P F f 1 fHC KI / #2 5' 2• e' 9• 9' 1' 10' 4' 10' 9' 11' 2' 12' 91 14' 0• 14. 0' 14' 0' 14' 0' K3 4' 10' 8' 7• a, 11' 10' 21 10' 7• 12' 2' 12' e' 14' 0• 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 77 8' Il• 10' 2' 10' 7' 12' 21 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4. 10• 7. 5• 7• u• 9. 111 10' 71 12. 21 12. 8• 14' 0• 14' o• 14 0• 14 0• S P D P L KI 5' 4' e' 10• 9' 2' 10' 5• 10' ]0• 12' 5' 12' 111 14. 0' 14' 0' 14'-D* 14' 0' R2 5' 2• a, 9• 9' 1• 10' 4• 10' 9' 12' 31 12' 9' 14' 0' 14' 0' 14' 0' 14' 0• M3 5' 0' 7' 101 8' 4' 10' 3' 10' B' 12' 2' 12' a, 14' D' 14' 0' 14' 0' 1 14' 0' Stud 5' 0' 7. 101 8' 4' 10' 3• 10' e' 12' 21 12' B' 14' 0' 14. 0' 14' 0' 14. 0' Standard 4' 10' 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14. 0' 14' Or- s * ATE 1 P a 1 tri • •ew.was• y4ti ZONAL V*.040 Bracing Group Species and Grades, Group A: S nice-Pine-rlr Hem -Fir 1 / R2Standard e2 Stud e3 Stud1 e3 Standard Dou las Fir -Larch Southern Pine o3 N3 Stud StYd it Standard I Standard Group Bi Hem -Fir RI t Btr Dou los FIr-Larch Southern Pines el el 2 &2 1x4 Braces shall be SRI (Stress -Rated Board). aror 1.4 So. Pine use only industrial 55 or. Industrial 45 Stress-Ratetl Boards. Group B values May be uSed with these gradeS. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psF TC Dead Load). Cable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 1Dd (0.128'x3.0' nln) nails K For (1) 'L' brace- space naffs at 2• o.c. N.IB' end zones and 4' O.C. between zones. 1K)KFor (2) 'L' braces- space nulls at 3• o.c. In 18' end zones and 6' O.C. between zones. L' bracing oust be a ninhun of BOX of web member length. Gable Vertical Plate Sizes gy_ About) Less than 4' 0' 2X4 able Truss Greater than 6• 4X4 Refer to common truss design for peak, spite&, and heel plates. Diagonal brace option - vertical length nay be TI doubled when diagonal 18• brace IS used. connect 1 diagonal brace for 525& i L. L Ott each end Max web Brace total length Is 14'. 2x6 DF -L 12 or better diagonal I Vertical length shown brace) single 8, In table above.or 45• double cut as shown) at L 1 upper end tell ell Ontlnut Connect diagonal at midpoint of vertical web. Refer to chart above seVARKOiJww KAU AND rRLDV ALL MITES IN THIS DRAVItO IMM>RTANtee rLOWSH THIS DRAVDS TO ALL CUNTIMCTDRS DQUDDIG TK D¢TALLERS Trusses ro@Jre e.t,.- cora h fabrlcating, handling. sNpplr p hst.111r1g aha Craclr p. Ref.r to ono, fall" the latest ealtion of DCSI ("dap Canpmrnt Sofaty Information, by TPI end SICA) for sofaty proctkes Prior to perforNng thaw functions. Installers shall provide UFO& W y bracing per KSI. Wes. noted oth raka, top mord .-11 neve propeNy attachad structural shoothklg and 11,01A n char shaLi have a properly attached rigid coling. Locations sho.n for perwnent lateral restraint of aces a O 17 nt 11a, as applicable. Apply pates to each facehallhaw and Installed per 1 and an thepositionoftruesandCWQInsesdperaboveandnsthe ,pint 510,Datols. Wesf hated atNroH1 Reser to dra.hps IWA-2 for standard pat. positions. AN ITW COMPANYAlpine, dh"Sww` of ITV WsdnpmresgCantsGroupInc, shall not be rponstple for any deviation frl tins drao any fesure to build the Vn S h conforname eHh ANSI/TPI 1, or for handling, shipping. installation L bracing of trusses. A seal an this drawing or cover p ge Listing tins drowelp. Indicates acceptance of professional 13723 Rn*.pon D -a erl wrYlp responsibility solely for w deslgri shown The suitability and use of this drawing Surae 20D for =structure s the respml Mlty of W Veing Designer per ANUITPI 1 Seca Malytand Heights. MO 63043 for nor* lnforrmtion ses this pews g.n.ral rotes page and these tied Sit- ALPINEn ew•alphelt•cowt TPb ii-ADhst.oral SK& ws•cbcM6trvorol ICC, w•e.tccsarebro r.__.. s * ATE 1 P a1 tri • •ew.was• y4ti ZONAL V*.040 Bracing Group Species and Grades, Group A: S nice-Pine-rlr Hem -Fir 1 / R2Standard e2 Stud e3 Stud1 e3 Standard Dou las Fir -Larch Southern Pine o3 N3 Stud StYd it Standard I Standard Group Bi Hem -Fir RI t Btr Dou los FIr-Larch Southern Pines el el 2 &2 1x4 Braces shall be SRI (Stress -Rated Board). aror 1.4 So. Pine use only industrial 55 or. Industrial 45 Stress-Ratetl Boards. Group B values May be uSed with these gradeS. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psF TC Dead Load). Cable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 1Dd (0.128'x3.0' nln) nails K For (1) 'L' brace- space naffs at 2• o.c. N.IB' end zones and 4' O.C. between zones. 1K)KFor (2) 'L' braces- space nulls at 3• o.c. In 18' end zones and 6' O.C. between zones. L' bracing oust be a ninhun of BOX of web member length. Refer to the Building Designer for conditions 1. not addressed by this detoll. REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 TOT. LD. 60 PSF MAX. SPACING 24.0' 04/19/2017 Gable Vertical Plate Sizes Vertical Lonth No S lice Less than 4' 0' 2X4 Greater than 4' 0', but 3X4 less then 11' 6' Greater than 6• 4X4 Refer to common truss design for peak, spite&, and heel plates. Refer to the Building Designer for conditions 1. not addressed by this detoll. REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 TOT. LD. 60 PSF MAX. SPACING 24.0' 04/19/2017 T Reinfo Menl Go Tr Gable Detail For Let -in Verticals Gable Truss Plate Sizes pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lopped plates to span the web. 2X4 2X4 2X8 rrovloe connections for uptitt specltled on time engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsr 10d Common t0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nails - 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11D30051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101D14, A16015ENC101D14, A18015ENC101014, A20015ENC1DI014, A20015END101014, A20015PED101014, A1153DENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDI01014 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENCIOD815 S18015ENC100815, S20015ENC100815, S20015END100815, S200 S11530ENC100815, S12030ENC100815, S14030ENC100815, N flplf 518030ENC100815, S20030ENC100815, S20D30END10081 2 See appropriate Alpine gable detail for maximum WARNINi.. READ AND rCLLOW ALL NOTES ON TWS DRAWtWd WHIPOtTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trrsses require ertreM care n fabricating, handlYp Shipping. nstaling and bracing. Refer to and f famw s latest aped ni LCth sef.ng lora. I. Sent Safety alt iimotion, by IN and SICAsatin for safetypracticesPr'lar to .190. top three functions. Installers Mall provdtr alsh of ng and per DCSIWeftrateddtMrtyattachedtapchard (hall have properly attachedfo steamanen latetarp a battaf ebsshallnowoproperlyiledWrpslce6MpL113, tions Shown910.for permanent lateral restraint h eDs 0 j jl Of naw bratosi installed per LEST sections the 67 -taint R10, ke applicable. no Apply gate to each face NUI\\\ VVI II of truss aro Position, as Moen anew aro on tiv obnt wast, unets noted otnerNse. Refer to dra•Rngs 16CA-2 for Standard plate positions. AN RTW COMPANY ' mane, a d islon of RTW Mona conponrnts Grob Inc. shalt not be responsible for any deviation frc INS dro•Ing, any fasure to bldid the truss In conforMnce Nth WSVTPI 1, or for handling, snppbp, Installation L bracing of trusses. A seat on this dra.wp or cover page listing this draesp. Meates acceptance of professiool 3729 Rrvapon Drew ernpneeril r+tPanST y s•INY far the design shown The aetabUty and use of this draKp1370200foranyatrutiWIstMreaponsWITyoftheRnidlpDesignerperANSVTPI1Sec.. Marybrn0 Heights, MO 63043 Far wformereInformation see this Jab's general notes page and these web Silas - A0, NE. ites. KPIN. w•watpnelto.eonl TPI- ws•.tpntt.oral SLCA .ee.sticno'stry.oral Ice, ow,iccsahArp T%..., e. 5,TATE 4 . ` see n yONALe T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - or - End -nail To convert from 'L' to 'T' reinforcing members, multiply IT, increase by length (based on appropriate Alpine goble detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must notch size, specie. and grade of the 'L' reinforcing member. 4eb Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 % Example, 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt is 1.00 Gable vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' FLAX, TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' 04/19/2017 REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Fo Permit # 1 7- 1 19 9 OJ\_ DING sAN DRD Project Location Address 2928 Gipper Circle Sanford, FL 32773 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the -construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding Sectional Amarr Dwg. IRC -6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll U Automatic Other 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Silver Line by Anderson Extruded Vinyl Horizontal Slider FL# 14994 June 2014 June 2014 Window w/ Nailing Fin Casement Double Hun Fixed Silver line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 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 Dual Action Other Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 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. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles FL# 10124-1115 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen June 2014 Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI -2B Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Simpson Strongtie Meta 16 FL# 11473.9 Simpson Strongtie H10 FL# 10456.3 Simpson Strongtie H10-2 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 June 2014 Wall Prefab Sheds Other 8. New Exterior lope Products Applicant's Signature Applicant's Name TAXI "a 'Pi G -av-- P -c, i Please Print) June 2014 T T 211WO17 Florida Building Code Online Ui PLAIMCA MAW~ OPBusiness & 1 1 1 Regulation":. SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search Flcrda 5 r "a Product Approval I 4 USER: Public User Prndur., .txm,nl hemi > hnd.2 it +oobn nnr. S -e-4 > Aodhraoo'l Utt > Application Detail WIN• FL # FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scott]ohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer v1 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 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan ). King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Tear 101/I.S.2 1997 101/1.5.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https'ltwww.floridabtDlding.org(prlpr app dll.aspx?param=wGEVXQwlDgv3yWKJZ1QRC3FgPGdg9zlTpa/o2bKNJ20gENbwWgYlOnaBQ%3d%3d 115 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 © d Page 1/ 2 O s FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door - I Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval L5213.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 68 "Impact' Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 iI Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood i Grain/Rustic/Mahogany Series 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (0X0 - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Impact' Opaque Fiberglass Single Door with Sidelite utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.5.odf https•//www.noridabuilding.orgfpr/pr app dll.aspx?param=wGEVXOwtDgv3yWKJZ10RC3FgPGdg9zlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Gram/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.odf additional use limitations, installation instructions and product • Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites i Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door. Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 If Inst 15213.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Sial 15213.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Gram/Rustic/Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series "Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 11 Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hUps://www.floridabuilding.orgtpr/pr app ol.aspx?param=wGEVXQwtDgv3yWKJZ10RC3FgPGdg9ziTplo2bKNJ2DgENbwWgYlDnaBO%3d%3d 3/5 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 If Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip I Grain/Rustic/Mahogany Series N Lite' Glazing - Inswing/Outswing (X - Configuration) I Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.14.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Up Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Up Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions hapsJ/www.noridabuilding.orglpr/pr app dti.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdggzlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 4/5 2/1512017 Florida Building Code Online Approved for use in HVHZ: No FI 15213 R2 11 Inst 15213 18.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15213 R2 If Inst IS213.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FI 1 5213 R2 AE Eval 15213.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 ©d Page 1 / 2 42 3 r- d •I : t• Contact Us:: =I Blair Stone Road, Tallahassee FL 32399 Phone: 850-487.1824 The Slate of Florida is an AA/EEO employer. Copvriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request. do rat send electronic mail to this entity. Instead, contact the office by phone or by traditional marl. If you have arty 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 emoras provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4S5, F.S., please dick here . Product Approval Accepts: D M Credit Card Safe hitpsJ/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwtDgv3yWKJZ1QRC3FgPGdggzlTp%2bKNJ2OgENbwWgYlOnaBQ%3d%3d 515 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES I. This product hos been eyoluated and Is in complionce wilh the 5th Edition 2014) Ftoddo Building Code (FBC) sUucturd requirements excluding the 9iigh Velocity Hurricane Ione' (HVHI). 2. Product anchors shoo be as fisted and spaced as shown on details. Anchor embedment to base material shoo be beyond wall dressing W stucco. 3. When used in areas requtMg wind borne debris protection this product Is required to be protected with on impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud homing construction, onchoMg of these units shoo be the some as that shown tar 2x buck mosonry construction. S. Site conditions that deviate from the details of this drawing require further engineering onolysis by o licensed engineer or registered architect. t 1_ 31MMAXOMALL FRAME wm1H I FO -1 0 o Jul U O O 0 11 41 P SWING TABLE OF CONTENTS SHLET 0 DESCRIPTION I Typical elevation. design presuxes, a general notes 2 Door pone) detolls 3 lloftwtol cross secli" 4 Verlical cross sections 5 Buck and frame o • 2X buck mosorry conshuction 6 Rome oncho" - I X buck masonry cmhxlicn 7 1 M of mote ft & componenls t 1_ 31MMAXOMALL FRAME wm1H I FO -1 0 o Jul U O O 0 11 41 P SWING MAX. FRAME DIMENSION DESIGN PRESSURE (PSf) POSITIVE FNIFOATIVE INSWING 37.57 x 9757 75.0 75.0 OUTSINING 37.50" x 9657 75.0 75.0 o.c JK arc m. LFS FL -15213.37 a —L or 7 d e S u z 12xr dSV o.c JK arc m. LFS FL -15213.37 a —L or 7 35.75 MAX. DOOR PANEL Wm11I 2 2 I 4 W x W 0 0O O P 1_ DOOR ANEL g INTERIOR EXTERIOR 1 MORIIONTAt CROSS SECTION 2 IN IIf 7 lVl INTERIOR I EXTERIOR iA 45 2 VERTICAL CROSS SECTION 2 p m g V l2 INTERIOR I EXTERIOR iA 45 2 VERTICAL CROSS SECTION 2 E s s Y 4121.1lrMIN. .%` 4 4 Ennio. [IYP.) I 4 21 AM1F -01 U• i ai * •a INTERIOR i11* ss R n i Q\ 502 18 • ' t0v mnn` 40 3 _ sM L 2 X 3 3 EXTERIOR 27 G = y 17 a3o OHORIZONTAL CROSS SECTIONSnowsw/lx sub•buck g iti EMB,• 1.1/PMW. cc 4 = 1IYP. ) DAB, mrP ) D Cm 0.1s,q q 0.16 6 D r CSINK CSWK L I ' Yp. 21 ) I 4 • • 7 0 1 // 40 INTERIOR INTERIOR I xx M F•F I H. A • . W f 2 u wt 05101112 i EXTERIOR EXTERIOR ! ECIPON swc; N.I.S. HORIZONTAL CROSS SECTION0PA m LF5eHORIZONTALCROSSavow «0. e 3 T1s oved M • mswng 3 moo = . +p O Ft -15213.37 c sam yt OF L ci E ` o L1 — I' IIIrI* l z n 111 U pi Eg mzu A C Jax:I Sora L mnn O/ z 40 I 7 21 0 ' t a QQ W EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICAL CROSS SECTION 4 Shown./IX.04vCR i neVERTICALCROSSSECTION 1tsot> - tnswblgq ved E 7 o, a a EXTERIOR INTERIOR EXTERIOR INTERIOR 40 0 40 7 31 33 O / Zr F € 2! ml: e n s n o o•ic '01112 i stat:: N.i.S. ° E am an. A m' 3 VERWAL CROSS SECTION VERI1CAl CROSS SECTION CHL ".Vs 3 oa..re w: 4 Outswing contlguratlon q bw*V g configuration Fl. —152tJ.37 0 sm 4 or la ire o:• . At O 6 u D = S'' ::' ! pan TYP. HEAD % TYP. HEDSSJAMBS MASONRY JAMBS MASONRY = u mtiz uOPENINGOPENING i g o161 O 40 FRAME ± O 9 X - MUCK 1 10 11 $ WZ MUCK N IHINGEDETAILu mm TYP. ® SILL u H N W BUCK ANCHORING HINGEJAMB FRAME ANCHORING STRIKEJAMR M 28 c CONCRETE ANCHOR NOTES: Masonry 2X buck construction F 1. Concrete onchor locations of the corners troy be acMted to mofntofn the min. edge distonce to mortar joins. 2 Conaele anchor IO[atiansrated as MAX. ON CENTW must be odusted to — — mai Iain the tin. edge detonce to modorjoinm oddionof concrete onrJsors / may be required to ensu'MAX.re the ON CENTER" d nenubn oro not exceeded. 27 W = A Concrete onehor rotas: OANCHORANCHORMIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACE30NT EDGE ANCHOR UTCH A DEADROLT DETAIL we 05/01/12 Hw 1.1/r r i sr: N.I.S. W. JK m UITRACON 4' cru m. VS i WOOD SCREW INSTALLATION NOTES: 0RW.4 "o- a 1. Malrtrdn o miiwtnn 5/8' edge dslonce. I' end dstance. S t' o.c. spacing or F1-15213.37 wood screws to prevent Me spicing of wood. s m or 7 °e 1/4- • u TArcoN ELCO HINGE DETAIL LATCH A DEADSOLT DETAIL CONCRETE ANdtOR NOTES: 1. Cancels, onc/ta toconml DI tM calors may be "Ate0 to mumusi t ow Mh odoo dltlon" to marks joints. Z C VuM clan IoCmiae naso as %W. ON CEMEKmuat De OctuafeC to meNtnh the Nim edge distance to mmfetjoints. od&U* d C011a•le Oln:ned may be tequecd to onaro ate' I1.ON CENfErc inamm as, not a coodoo. 3 Cmtaolo oncAm Ictio: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CIEARANCE TYPE SIZE EMBEDMENT TO MASONRr 10 ADJACENI w•:! Z T EDGE ANCHOR In • IAKON 1/r 1•Ur r r ELCO 1/r 1.1/,r1' r ULIRACON A: IL Itw a UIP la/r r 1.1/r lA C 3a WOOD SCREW NSIALlAIKW NOTES: 1. MoiaaM 0 addltutn.uredos dbtmce. f end Mllonce. a 1•s, C. nxx*V Of wood loom to aavent the Ipiltmo Of wooat HINGE JAMB MASONRY OPENING FRAM Lx Buc FRAME ANCHORING MGSDIYy IX bLck consirmlion STRIxf JAMB i M • a' lV ; 0t 2 tai JL 05101112 IL N.T.S. O CG Br JK o K. In. LFS 3 wswc .D_ Y FL -1521.3.37 " 0 RR 6 or 7 w•:! Z T c 010eW,. J \\`` M. 7 d IIL A: IL4r c_ e 3a u xu N 0 STRIxf JAMB i M • a' lV ; 0t 2 tai JL 05101112 IL N.T.S. O CG Br JK o K. In. LFS 3 wswc .D_ Y FL -1521.3.37 " 0 RR 6 or 7 A. 1– 4.56" –1 hill 10 ... l E i=u L CW 21 HEADXSIDE pdv fiDm f n S.dJ N z a $g o AMMABLEINSWWGTHRESHOLD I g JJ O g n 1.W k o L 8 0 n JI M H 3 z n i h Q 05101112 i smL: N.T.S ° o * JK m oa. rr: LFS i auww °D: FL -15213.37 D S+tO 7 or 7 0 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/,('MAX. SHIM SPACE - D I/4" X 2/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY -3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F 1/4" X 2-3/4" PFH fiYV CONCRETE SCREW STEEL G 3/16'X3-I/4"PFH RW CONCRETE SCREW STEEL H 1/4" x 31/4' PFH I1bV CONCRETE SCREW STEEL I 1/4' X 2-1 /4" PFH R1N CONCRETE SCREW STEEL J 1/4"X3.3/4" PFH IWJ CONCRETE SCREW STEEL L RIOX2.1/2 PFH WOOD SCREW STEEL M A9 X 2-1/4- PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650) FOAM 9 4' X 4" BUTT HINGE S1E 10 q9 x 1" PFH WOOD SCREW STEEL 11 R9 X 3/4' PFH WOOD SCREW STEEL I7 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSET DEADBOIi -SIGNATURE SERIES 980 STEEL 21 HEAD & SIDE JAMB POLY HBER 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. /WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN.OJ)75"THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH L HINGE 5711E CAP CELLULAR PVC 44 LATCH STILE LVL 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 HINGE STILE LVL 2115/2017 Florida Building Code Online ir IT r'• 1+_+I/t,l'.,'7'', 7r \• 1,1^r,ty4• '-tl l•i. ' A:Y{iiw... "'--_..+-Eii t + I tiwr.iru/ lrM•hM+rrr r irrisr+J SCIS Home Log In User Registration Hot Top,, submit Surcharge Stats S FHti Publications FSC Staff SCIS Site Mao Lm<s Search F- r Product Approval is I USER: Public User r • ;>• xur toorwII 'nom-,: > = ,c.:• ;r :a -ren^ 3-"-- > a^oI -i+ a^ _ • > Application Detail r..+.. FL xFL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD, LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsul tants.com Authorized Signature Vivian Wright rickw@rvibldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plasl,pro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r 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 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 11 Validation Checklist - Hardcopy Received Certificate of Independence F7 15') i 3 02 'JI C=RT'=iCaT= pf tMDF O?ID=N .df Referenced Standard and Year (of Standard) Standard Year 10l/LS.2 1997 101/I.S.2/NAPS 2002 AAMd,/WDMA/CSA 10 t/I.S.2/A440 2005 ASTM E1386 2002 ASTI•I E 1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 haps:!/wwnr.floridabuilding.orglpr/pr appOilaspx?param=wGEVXQwtDgv3yVVKJZ1QRC3FgPGdg9zlTp%o2bKNJ20gENbwWgYlCnaBO%3d'/ 115 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 d 40 Page 1/ 2 L± FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Fiberglass Door Created by Independent Third Party: Yes 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 15213.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product Installation Instructions FLL5213 R2 H Inst 15213.1.0f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F1_15213 R2 AE E'/al 15213. Loef Created by Independent Third Party: Yes particulars. F1 15213 R2 AE °v31 1521.3.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 15213.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) 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 15213.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product Installation Instructions F1 15713 R2 IT ins- 15213.2.orf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL 15213 R2 AE oval 15213.2.orf Created by Independent Third Party: Yes particulars. Configurations) Limits of Use Installation Instructions 15213.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1_15213 R2 II Inst 15213.3.Drf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any F1 15213 R2 AE °v31 1521.3.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F'_1577 3 R2 11 Inst 15? 13.4 orf Approved for use outside HVHZ: 'fes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any Fi 1523 R2 .12 _v3i 15213 a orf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 2 Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Up Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door _ _ Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No P 15'_13 R2 11 Inst 13713.5.0df https://www.,Ioridabuilding.org/pr/pr_app dU.aspx?Wam=wGEVXOwtDgv3yVVKJZIORC3FgPGdggzlTp%2bKNJ20gENbwWgYlOnaBO%3d°!o3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15213.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.6 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5213 P2 a_ Eval 15213.5 odf Created by Independent Third Party: Yes f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outs-wing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No F1 1. 57 t 3 P2 11 Ins' 15213.6 Dd Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any F1 15713 R2 AE Sial 15213 S. Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 15213 RZ 11 Inst 1521.3.7.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 RZ AE Eval L5213.7.DCf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.8 h. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 152'-3 R2 ii Inst 15213.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.8 for Design Pressure Ratings, any F1 1523 R2 AE Eval 15213.3 Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 1. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outsvring (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any F' 13213 R2 AE Ev31 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.10 j. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) 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 15213.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.11 k Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series Fiberglass Door 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 15213.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions F1 157 RZ H Inst 1571'.1).Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL! 52! 3 RZ AE v)l 15213.13.zdf Created by Independent Third Party: Yes 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Configuration) Installation Instructions FL 152!3 P.2 C Inst 152 L3. L1 Pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 15113 R.Z Ac Ev)l 15Z13,11.Ddf Created by Independent Third Party: Yes htipsl/www.Ooridabuilding.orgfpr/pr_.Opp_2dtIaspx?param=wGEVXQwtDgv3y%r/KJZIQRC3FgPGdg9zlTp%2bKNJ2CGENbwWgYlOreBCi%3d%3d 3/5 2/1 512 01 7 Florida Building Code Online 15213-12 I. Smooth/Wood Grain/White wood 68 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL152! 3 P.2 li Ins: 15213. 1.2 or -If Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any F 13'13 R2 Ac E•/31 15213 0cdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 15213 P.? It Inst 15213.13.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.13 for Design Pressure Ratings, any F1 15173 R2 AE Ev31 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Up Grain/Rustic/ Mahogany Series N Ute" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL i 52 i 3 R2 1. ins', 15213 la.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL 152' 3 R2 AE E•r31 15713.1-1 cdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.15 o. Smooth/wood Grain/White Wood 6'8 "Non -impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No Fi 15213 R2 It Inst 15713. t5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any R15213 R2 AE Ev31 13213 15 odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes oarticulars. 15213.16 p. Smooth/wood Grain/White wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F, 15213 R2 Il Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any F-1-152131 R2 3"c Eval 15213.13 cdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/white Wood Grain/Rustic/Mahogany Series N Fiberglass Door 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 15213.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.13 r. Smooth/wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of Use 68 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Lite" Glazing - Inswing/Outswing (XX - Configuration) Installation Instructions F, 15713 P2 [1 Inst 15713.17.0df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F'_15_'1jl P.2 JE =,13i [5213.L77Cr' Created by Independent Third Party: Yes 6'8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Up Lite" Glazing . Inswing/Outswing (OXXO Configuration) Installation Instructions htlps:!hwrw.8orldabuilding.orglpr/pr app_dll.aspx?param=wGEVXQwlDgv3yWKJZlORC3FgPGdg9zlTp%2b14VJ2DgENbwWgYICnaBO%3d%3d 415 2(15!2017 Florida Building Code Online Approved for use in HVHZ: NO Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: INST 15213.18 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 15213.19 s. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N Fiberglass Door Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: INST 15213.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product oarticulars. FI r 571 3 P 7 I' IPS-' 11) 1 j. 13.0di Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15?13 P2 -1c Eval 15213.13 orf Created by Independent Third Party: Yes 810 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions FI 1510 R7 C Inst 15213.19 Odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 Ac EvalA526,19.odf Created by Independent Third Party: Yes 15213.20 t, Smooth/Wood Grain/White wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FI tS213 R2 11 Inst 15213.20.:)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: [MST 15213.20 for Design Pressure Ratings, any FI 1 S2 13 P.2 AE Eval 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes oarticulars. Go to Page d G d Page 1 / 2 Q 1=1 Contac us :: 25111 Blair Stone Road. TDllahastce =! 323"9 phone: 850-J87.1824 The State of Florida Is an AA/EEO employer. Copyright 7007.2013 Stam of-londa.:: Privacy Statement :: arcess,bility Statement : Rafund Sratement Under Florida lave, email addresses are public records. If you do not want your e-mail address released in response to a PUbbc-records request, do not sero electronic mad to this entirl. Instead. contact the office by phone or Dy traditional mad. if you have any Questions, please contact 350.487.139S. -Pursuant to Section 455. t), 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 providt,o may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply aPersonalanoress, please provide :rte Department with an email address when can be made available :o the public. To determine ,f you are a licensee under Chapter 4S5, F.S.. please dick hem. Product Approval Accepts: E9 Credit Card Safe https:!/ww.v.Ooridabuildir.g.orgfpr/pr app otl.aspx?param=wGEVXQwtDgv3yWKJZ lORC3FgPGdg9zlTp%2bKNJ20GENbwWgYlCnaBO%3d%9d 515 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' i GENERAL NOTES 5 this product hos been evaluated and is in compliance with the Slit Edition (2DI4) Florida Building Code (FBC) structural requirements excluding the ?fgh Velocity Hurricane Zone' HVHZ). 2. Product anchors shoo be as fisted and spaced as shown on details. Anchor embedment to base motorial sholl be beyond wall dressing or stucco. 3. When used in oreos requiring wind home debris protection this product is requited to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2c stud homing construction. anchoring of these units shall be the some as that shown for 2c buck masonry construction. 5. Site conditions ihol deviote from the detoils of thisdrawblg require further engineering onotym by a licensed engineer or registered orchitect. 37.50' MNL OVERALL FRAME WIDIH I 1 3 o O 0 O FULL LITE 37-V MAX. OVERALL r FRAME WIDTH 3/4 LITE SWING TABLE OF CONTENTS OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) Typical elevations. de ' pressures. d neral notes NEGATIVE poor deloisIlortrontol 37.50' cross secllons PSHEETDESCRIf00N Vertical cross sections 47.0 Buck and Irene onGlaMg - 2X buck mosary corutnlclion INSWING tome onGita6+g • IX buck construction B7.1 moteAols. g bV detoh a components 37.50' MNL OVERALL FRAME WIDIH I 1 3 o O 0 O FULL LITE 37-V MAX. OVERALL r FRAME WIDTH 3/4 LITE SWING OVERALL FRAME DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 37.50' FULL LITE 21.00- x 79.00' 47.0 47.0 INSWING x 3/4 LRE 21.00' x 63.00- 47.0 47.098.00' G1 37.50' FULL LTTE 21.0V x 79.00' 47.0 47.0 OUTSWING x 3/4 LTTE 21.00' x 63.00' 47.0 1 .47.096.50- f L a ti or. JK OR a: LFS woeNo. FL -15213.27 xn t or 7 35.75' MAIL DOOR PANEL WIDTH 21.00' MAX. i ni n•WID1H INTERIOR EXTERIOR eHORIZONTAL CROSS SECTION 2 35.75 MAX. DOOR PANEL WIDTH 21 *W MAX. D.L.O. WIDTH ODOOR PANEL Ful hie DOOR PANEL 31' lte UUU IS lOITOM RAIZCelUorwC I.r T-17 0. OLATCH A NRNGE Sit EE CeRwly PVC it-0.11- T iI--0.11' T kk1 7 rtlE REINFORCEMENT 2JS -- I I UICN 1 NIN u SHs wpporl 49 A. i INTERIOR EXTERIOR VERMAL CROSS SECTIONCROSSSECTION 2 Ad- N.T.S. 0 or. JK X w: LIS AWM a: FL -15213.27 m 2 or 7 I•I/'MN. O .•• 'i 1_ 14_ k 4 EMB. IIYP., 21 20 C A v. • N.7 d 4+.•O o Oa •: n E 9 cW 1b INTERIOR qp X_ 0 1 X 3 3 r O 3 .o 3 z EXTERIOR y7 G & N u r E W 3 HORIZONTAL CROSS SECTION 2,1 Shown w/lxsub-0uck c u 0 o 1 -114 -WN. pp u T EMe. ITYP., -—'I EMB. PYP.) ILI 5 D C 0.15 q q 0.15 B D CSINK CSINK I ' 3 l I (TMP 1 (ryp•) l 20 21 21 20 W 7 n f e Z: ! 40 INTERIOR INTERIOR • 1 3 E ,• n i d a 1 4 21 Z• arc 02/16/12 ° I ` 10 EXTERIOR EXTERIOR M uAL N.T.S. l J 11 \O 40 2) C W& of. A m CML Or. LFS 3 E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION nl..wo "o.: s g 3 p Kv yhaw.g 3 Oufswblgstwwn-Bnwinp E FL -15213.27 " 0110Oppoved aPW ed seta orL °nQ C a p p ISP p • e AS O • ' I- a lot, fes--- f 4 AOmna`E C n Ile o= 40 Y0 3a 40 7 21 7 6 20 c v a u 21 EXTERIOR - INTERIOR EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION nQgmL VERTICAL CROSS SECTION 4 Shown w/lX sub butt 4 & h'.= shown . VdwinB oved ao, ofn n EXTERIOR INTERIOR ti EXTERIOR INTERIOR 40 40 34 N 0 LA 31 33 fr i d I y rya O ne aie 02116112 i stw: N T.S. ° o.c er• JK m VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION P o LFS aDRWWeo_ 4 Oulw*v conrQwotion kV hswin9 conlipuotion FL—i5213.27 "- 0 sw 4 OF 7 ? 19 3i a 4 3 G ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY ro ADJACENT ANCHOR tiW • 14 T•I/1• 2• R' IAPCON Elco ° T 1• ULiRACON riCb NP. HEAD NP. HEAD dLJAMBS MASONRY JAMBS 6 S o z < OPENING OPENING e ip 9 oClCV O r• 4N O I FRAME l7h O ci 2x SUCK -\ 0 ORz o MUCK Y HINGE DETAIL n o mm TYP. O SILL Lu Lu R z h: BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB o CONCRETE ANCHOR NOTES: R+osorvy 2X buck consir cion I. Concrete onchor bcotions of the Cornea may DB oCQUsted to maintain MIB min. 4 odge dstonce to monorjoints. 2. Concrete anchor bcotiorss noted as MAK. ON CENTER'rrnal be ocpuded to G mointotn the min. edge distance to marts joints odddorwol corfcrote onehoa 27 nay be tegLked to entve the MAK. ON CENTER' diinention are not exceeded. H a 3. Concrete onchor toote: O = u° LAIC" 9 DEADBOLT DETAIL L 02116112 suet . ° N.T.S am, Bh JK m cmc et. lr5 awwa un'!• r fl- 15213.27 a WOOD SCREW INSTALLATION NOTES: 1. Mointoin o n**nLsm S/B' edge dstonce. 1' end a I'O.e. ow" Of san 5 orwoodscrewstopreventshe splittingdsfonee, of wood. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY ro ADJACENT ANCHOR tiW • 1/1' T•I/1• 2• R' IAPCON Elco ° T 1• ULiRACON ANCHOR b" ANCHOR MIN. MW. CIfAIIANCf MW. CIEAIIANCE SITE EMBEDMENT LO MASONRY TO ADJACENT 1Y/f 6' EDGE ANCHOR n" IA CON` Q, A 1-1/,rr r I 1/, D"' a C)•y T M•' yP IA CON p \_ _ — EnlIYP. HEAD a u q MASONRY OPENING JAMBS 11 n E m m Ll Lia HINGE DETAIL o / Z U FRAME mg 2 N 21n z O I X BUCK I F G — x IYP. ® SILL 27 1 LATCH A DEADDOLT DETAIL nLn Fh HINGE JAMS FRAME ANCHORING STRIKE JAMB CONCr[ ANCII0ft NOLLE: Mows" IX Duck comM.Iction 1. Comoro oMJat bcomoro of Me Coma nay Do O*Alod to maintain me n*L odlp dilame to moAalohN. 2 Coroeb onenol bcotiwo noted dt *MAX ON CENIER•mnl DO aEMafoo to e W 4mainfointhenib. edge aiuonce a monaFobn. odwionai conoolo wcnc f MAX Q hmoyn0fogL*od to OMNO Me ON CENIER"dmonlbn ao not &wooded. M1 S. Conaele un cchor table: 3 O S Z u WE 02116112 = BULL N.YS. ' mem. JK o oa. m. LFS 3 oaA" mw ti WOOD SCREW WSIAIUD ON Norm FL— 15213.27 a 1. Mabton o rtltlntAen S/B-edpu diloncs. I•eno awome. R t•o.c. Epocnp of N woa wow to vont me Willing of vmw. ANCHOR b" ANCHOR MIN. MW. CIfAIIANCf MW. CIEAIIANCE SITE EMBEDMENT LO MASONRY TO ADJACENT 1Y/f EDGE ANCHOR n" IA CON` I/r 1-1/,rr r E1C0 UlIT1ACON 1/, 1.114*1. D"' a r r 1.1/E• IA CON 6---- BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >- 0.55 WOOD C 1 /4" MAX. SHIM SPACE i s D 1/4- X 2.3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMING10ASTMC90 CONCRETE F 114- X 2-3/4" PFH ITW CONCRETE SCREW STEEL G 3/16" X 3.1 /4" PFH ITW CONCRETE SCREW STEEL H 1/4"x 3.1/4" PFH ITW CONCRETE SCREW STEEL 1 1/4- X 2-1/4- PFH ITW CONCRETE SCREW STEEL 1 I /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 7110 X 2.1/7 PFH WOOD SCREW STEEL M 9X2-1/4-PFH WOOD SCREW STEEL 7 FORCE 5 WEATI IER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 9 X I" PFH WOOD SCREW STEEL 11 99 X 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSEI DEADBOLT - SIGNATURE SERIES 780 STEEL 20 FINGER JOINTED PINE FRAME. HEAD & HINGE JAMBS WOOD 21 POLYFIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUISWING BUMP THRESHOLD ALUM. / WOOD 32 VINYL DOOR BOTTOM SWEEP #36281Y HOLM. IND. VINYL 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD 38 GLAZING SPACER ALUM. 39 SNAP IN LITE FRAME ABS 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.086- THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LAICH 3 HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCH A HINGE STILE REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR PVC 46 POLYUREIHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 49 1 GLAZING COMPOUND SILICONE 6---- oma..... Lr 02116,112 W On Smk N.f.S me er. JK oR sr: Ifs 244-- 213 A i, •'••... i s 20 HEAD t SIDE III Pj, U N •; Oft mo:su e0 r•i a .ri s tj In 33 ADJUSTABLE INSWI G THRESH ID CK yy g L •'- 4.56• I ac7 WSS Ql 00 c'I c 80 2.44" 21 PoIyDtSlyfDa I ylC r4 ADJUSTABLE INSWINGiHRESIlO1D I 1— 1 SL O N B LHR OLD 02116,112 Smk N.f.S me er. JK oR sr: Ifs uaMo w. fL-15213.27 s[n 7 a 7 I 2/1512017 Florida Building Code Online U Ie"ss'Wal Realatibli, I db SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts publications FBC Staff SCIS Site Map Links Search r? S r 04aw Product Approval IUSER: Public User Prnnur nomrnnl Menu > ^ndi x- nr nonl,raunn Srnrn > A noll7tion i '.t > Application Detail I FL R FL5302-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Amarr Garage Doors/Entrematic Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robert.richardson@entrematic.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Or Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE -0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE 4 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5302 R7 COI Statement of Independence 2015.pdf Standard Year ASTM E 330 2002 DASMA 108 2005 Sections from the Code https:IAvww.Ooridabuilding.orgfpr/pr apptltt aspx?Wam=wGEVXQwtDgtinL7seVZMFLLeDOysN2RYes%2bbXzb2LO19%3d NS 2/1512017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Date Validated 11/09/2015 Date Pending FBC Approval 11/09/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 5302.1 Amarr Stratford 1000, 2000 (M600); Dwg. IRC -6016-140-24, 10' Thru 16' wide Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6016-140-24 Drawing 7.10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Parry: Yes Design Pressure: +29.7/-33.8 Evaluation Reports Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. FL5302 R7 AE IRC -6016-140-24 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC -6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6016-145-24 drawing 7-10 sealed.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. FL5302 R7 AE IRC -6016-145-24 report 7.10 sealed.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC -6018-110-15, 16'2,thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6018-110-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. FL5302 R7 AE IRC -6018-110-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6018-120-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R7 AE IRC -6018-120-15 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC -6009- 110- 1 1,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 Il IRC -6009-110-11 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. FL5302 R7 AE IRC -6009-L10-11 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. httpsJ/www.0oridabuilding.org(prlpr app dll.aspx?param=wGEVXQwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2L01g%3d 25 115%1017 Florida Building Code Online 5302.6 Stratford (M600); Heritage (M950); Dwg. IRC -6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 11 IRC -6009-100-11 drawing 7.10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 Ac IRC -6009-100-11 reoort 7-10 sealed.Ddf Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6009-120-15 Drawino 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R7 AE IRC -6009-120-15 Report 7.10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC -6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 II IRC -6009-130-15 Drawina 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R7 AE IRC -6009-130-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC -6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 if IRC -6009.140-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-140-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6009-150.15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-150.15 Reoort 7-10 FL.adf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-IS,Thru 9'wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL5302 R7 11 IRC -6009-169-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region FL5302 R7 AE IRC -6009-169-15 Report 7-10 FL.Ddf Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC -6016-100-I5, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Installation Instructions FL5302 R7 It IRC -6016-100-15 Drawina 7-10 FL.odf htips://www.noridabLdicing.org(pr/pr_app dll.aspx?param=wGEVXCIwtDpunL7seVZMFLLe00ysN2RYes9'o2bbXzb2L01g%3d 315 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.13 Stratford (M600); Heritage (M950); Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other. Design Pressure +18.3/-20.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-100-15 ReDorL7-1_0 Fl adf Created by Independent Third Party: Yes Dwg. IRC -6016-110-15, 10' Thru 16' wide. Installation Instructions FL5302 R7 II IRC -6016-110-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-110-15 Report 7-10 FL.Ddf Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC -6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 Il IRC -6016-120-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. Evaluation Reports FL5302 R7 AE IRC -6016-120-15 Reoort 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC -6016-130-I5, 10' Thru 16' wide. Oak Summit (M650) r Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 It IRC -6016-130-15 Drawing 7-10 FL,odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use In HVHZ. FL5302 R7 AE IRC -6016-130-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC -6016-140-17, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is replacement door. Installation Instructions FL5302 R7 tI IRC -6016-140-17 Drawing 7 -LO FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 4E IRC -6016-L40-17 report 7-10 sealed.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Slone Road. Tallahatsoe FL 32399 Pho"O 850.187-1824 The State of Florida is an AA/EEO employer. Coovrraht 2007-2013 State of Florida.:: privacy Stotement :: Accessibility Statement :: Refund Statement Under Florida We, 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 mad to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, Please contact 850.487.1395. 'Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter •155. F.S. must provide the Department with an email address If they have one. The emads provided may be used for official communication with the licensee. However email addresses are pylic record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please click rte. Product Approval Accepts: E E Credit Card Safe https://www.floridabuilding.orgfpr/pr app dU.aspx?param=wGEVXOwLDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 4/5 2/15/21717 Florida Building Code Online httpsJ/www.tloridabuilding.orgtpr/pr app dll.aspx?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 5f5 ADJUSTABLE Alat(e CARRIER 1110" W/ Q) V.' . IAr A DAT OUT Ke BRACKET 16 CA G•Lv. RESISCMTAL i r eV frelrtf •n•pp R TAC [[CLCD DI t" V, (oil, aA.• 0TTA[1CD vita V.' C. KAS SLAM ATLrKAWAtCRV! LAC" Carte STair[A N.C.[t TTPICAL TDP rIxTURES_ f 14" SIaMAVE COCIER fa rt A1TAMP ar MD[ 1 K CN RESTSEMIIAL21 1V ratMe .71AOtD vi Ka AAD fCM Von$ COOK Is S¢ IL D ICAD ,n.CKD OPTIGMAL VENT DETAILLB wz. nT AID An$ IN'y±1.°s V x aau ° • p1e 1O"` Ie.DI1AWID1tONGWASBSTANDALMEMETHODOr1ESRwSVMM \WD O AM./PO 1O CONFORMANCE VAIN THE PROCEDURE DESCRIBED IN ASTM E330 AND AN9/DASYA 708. THE PRESSURES 5NOMM ON THE+401'air.amp= t nw 1K°Aee i 0°I 1pi"` °qO' [°'°s °^ DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE A oDa•s r .r..I6 — at Ream ~D 0000 S r ADu.In INTO STANDARD 4 10IDIIM n DM.A SONE. ROOT AT ANT SLOPE : am SCICTS Lilt° a IT" r lw•) Tina ft." Lon frac STirr[KDS IS) LICATED IN NIU 102[9 a TOP SCtta 04.1 IQ[S no Stw 11ALMCMi CR STINT is Ka1DLIT) 0 0 0 AL STILL STIrrE_wR 5 CTAR[ U CM "M a SMA SMCDO to V.• D v.• M GA RRASACC KA to SCREWS Ma KWA AITAOCO AT Do AMD [[Mite pilar ERACfCT VA th V.• . 3/4 SiG[S M G• 1MTOl AITACKD r reel siftm KA KM SCKVS WEED V.• L.' i TACKD WI to 0 KU -a SptvS VA' 21.• KA ar MGA DAM CA$ SCBM AT ABLER [MATERS ALTA" • EACH EMD STILLID M IILC WI Irl V. - D. L.• onI[AD SCREWS DCAMUR a.D r 7-SALL SIM to Ilna r 7 -BALL STM (a Mtla IMPI eal[a Oa AGA N GA 1>< 41=111, SECTION A -A (SIDE NEPA ALTA V/ ins- attADO rp W iKT IERlt7A1waaTo .10a O CAeAR 1 O.TWEADED SMV11 101-tMS.arb SMArTi — ur TYPICAL DURASAFE CND NINGC OMIS 1) SAW M, . t -an' TAC Dal .11.04CI) 10 1.4 1 As so CA O.D. 2 a DEI ED Tr CLM t4 1r t70o "&,. STM 7/ID• DA. Dal I Vs TRACK (1) put SaT " M11 Y G REVlls - TRACK MOUNTING DETAIL M.T.S TYPICAL BOTTOM BRACt(T 4MiS r s• IC.o® W%U MAC" AT TMS WCATIOt a/ t• 1•'-20 UAOI 4000 Dan A TMD St Auel RIM (a) SAA DIA . I -SAY LAC Dan t) S/N' STA . I -w 1"oi Ir'w gaACAa[7 v M TMOI CP FICUR411Q1 tell DY' IIP TO 1.• TALL DOORS LLS. a CDOAD1 WWW MAX SIZE ` A,D S7`1nHFl • R Jt'°t' L: : NO 004057Q.,,1 - l 2.8 PST Iv: 2..e Psr GIF a f TEST LOADS 7pA 32.7 PSr JE. ll t•iAi L 37.2 PSF FL 1L1 CAIMMQ COAT MpDIOrtA M ti &72.41 MODEL 0050 OAC SlI •/DurDSate YODEL /800 91RATPORD lr/Duraftfe MODELBSO RERITAGR v/DuraSste Skorl. S. Hush M Oak Summit Paae1•i it I DAMP BY RA 141111 WOW DIAMPC ILl® 9 t[m®MP AQ 417t aNIA1I IRC -6016-120 Sm 10a ar MD[ 1 D47QVon$ COOK Is S¢ OPTIGMAL VENT DETAILLB6 9t01[.f01 r I.DIIs IN'y±1.°s V x aau ° • p1e 1O"` Ie.DI1AWID1tONGWASBSTANDALMEMETHODOr1ESRwSVMM \WD O AM./PO 1O CONFORMANCE VAIN THE PROCEDURE DESCRIBED IN ASTM E330 AND AN9/DASYA 708. THE PRESSURES 5NOMM ON THE+401'air.amp= t nw 1K°Aee i 0°I 1pi"` °qO' [°'°s °^ DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE A oDa•s r .r..I6 — at Ream ~D 0000 FOLLOWING PARAMETERS (5 FEET Or DOOR WIDTH IN THE EM r ADu.In INTO STANDARD 4 10IDIIM n DM.A SONE. ROOT AT ANT SLOPE : am SCICTSLilt° a IT" r lw•) Tina ft." Lon MND SPEED MPH 155 141 136 128 122 Oi°'•eortm uoo1R l T R mDon . tlo I o.AT DTT@ lse EXPOSURE LEKL B C C D D go chis o adaEDa' w w .STAT 4 Teo uMrnaACTEDisrxnaAra .DOIDOIIA DOCA tO.t MEAN ROOF NOW 30' 15' 25• tS' 21 AID Po Dow M®IA a1,A a CDOAD1 WWW MAX SIZE ` A,D S7`1nHFl • R Jt'°t' L: : NO 004057Q.,,1 - l 2.8 PST Iv: 2..e Psr GIF a f TEST LOADS 7pA 32.7 PSr JE. ll t•iAi L 37.2 PSF FL 1L1 CAIMMQ COAT MpDIOrtA M ti &72.41 MODEL 0050 OAC SlI •/DurDSate YODEL /800 91RATPORD lr/Duraftfe MODELBSO RERITAGR v/DuraSste Skorl. S. Hush M Oak Summit Paae1•i it I DAMP BY RA 141111 WOW DIAMPC ILl® 9 t[m®MP AQ 417t aNIA1I IRC -6016-120 Sm 10a D Y NOrJ1 STBU1 LOCATED ON THE TOP 0 °Ol)DI S QAND SECTION ATTADC1Es W/(t) END Y D/M' MEIW 38 -1/B• -- SLOWS A7 AND C(MCR 10'1/C STILES D q IC13PT11S)UR1 PANEL Tf)P GLAZED SECTION (STRUT MND STILE LAYOUTS) 10- fg 3 SIGH PANEL GLAZING KIETER ptTAlt LOM PANEL GLAZING WIENER KIAL N MIS. l,i GLAZING OPTION CROSS SECTION GLAZING DOT AVAILABLE IN WIND-BORNE DEBRIS REGION JA GLAZING MEETS ASTN C1300 -D4 Dsverrome WWDOW FRAME OP71ONAL Dem INSERTS IN UV PROTECTION 1117H Uv PROTECTION OPTIONAL LOM PANEL TM GLAZED ICTIM (STRUT AND STILE LAYOUTS) 3/32' 7WCK SSD LOa. PMR CL%bec arl" AYNIAIE awl an MnR ID's TIDIDUCH CLASS If01ME. DOORS IBS DMA 154 UK MUST USE SNW PANEL WAINO CA 0.eSm 3[L'1016 IlY 1 WOOD JAMB ATTACHMENT TO STRUCTURE 2 I L WER11 An ATT• NT Te Vroe roANr n rnee Y16' K 7 LAG SCRCvi SIKTING 6' rRM ENDS MN N• OG O VY EMBEDMENT) D Y 6 VFRTIrLL uNR ATTAr)KMT To 2.000 SI COME.", WLTI KWMK BOLI l//' Y •• S7ARTDIG - FRON ENDS TNEH ts' OC. (2 1/t' EMBEDMENT) 141111 SLEEK ANOQ 31W K 2-3/4' STARTING 6- FROM ENDS THEN 29' OC. 41 1/4• EMBEDMENT) ITW/RANSCT RETTCAD (7RI Ian 3/8. 1 A- STARTING 6' rum ENDS THEM 2=• OC. (2 1/2' EMKIN ) Vrall SIMPSON 1/=' 1 3' VITEM SCRCVS iIARTIM 6' FROM LIDS, IR[ PAIRS or FASTENERS 3' APART) AT 16' O.L. (1 VY CHICOICHn WLTI 1/4'1 2-3/1' KVIK- M U• SCRCVS S1ARTING 6' FROM ENDS. USE PAIRS OF FASTENERS (3• YARN) AT 16' DL (1 Vs' EMBEDMENT) M 6 VER1iGL JNID •TTAOe2NT le fJAIiED [-9e_1LOCK /2000 pit "ROUT) ILII SLEEVE ANCHOR 3/0' x 2-3/A' STARnNG 6' rRM CN MIEN 2A' OC. 4 VA' EMKDIIENT) (OR. USE rAS1EMERS rpt tnLOV C-90 BLOW LAGS AND °QTS CAN BE COUNTERSINK 10 PROVIDE A FLUSH MUWTIM SURFACE. APREPARAIION Or WOOD JAMBS SY OTHERS W D CONCRETE MLLOV u GROUTED u0t S SINGING[ STRUCIIRL 21111IClw SiRYC1LllE 0 y u 1/t* Him 2Y-3 1 21 JAHN A Af i A IS/ !PAA HUORatPNQfe°oR R wA 1 0 i IREA)o1PLodrwn sa. F%Ndl MOLDED INSIDE FRAME E B sEcnoN B -e ° ! AVARA°IC TRACE CO)Y16LRATIDWS N T.S. NAY SIZE 1K 1ROIN If HEIOIT Zs./ PSF EST =DADS 37.7 PSP 77.3 PSF man MR in i I1110rAID1 O W 1 RO GA060`06 W1 1 a 100 m10R1106 o0wilu 0QA IINt/II Ru e11=ITT:1 )ADN/ SHF( 410CE +BOO; 1,G . "'•S •N .r -moi 0S LAIRIAE[ O Ri VRRON'MLLA K t77Q MODEL /830 OAK SUMMIT ./DuraSaro MODEL 01100 SMVOIW N/DMI awe MODEM. /BSO RHRMAGR W/DuraSals Short. Lens. flush • Oak Summit Panet's G WAIN A CU /AI M/URm MIM O OPTIONAL STORY PANEL INTERMEDIATE GLAND SECTIEN( (STRUT AND STILE LAYOUT) D Y NOrJ1 STBU1 LOCATED ON THE TOP 0 °Ol)DI S QAND SECTION ATTADC1Es W/(t) END Y D/M' MEIW 38 -1/B• -- SLOWS A7 AND C(MCR 10'1/C STILES D q IC13PT11S)UR1 PANEL Tf)P GLAZED SECTION (STRUT MND STILE LAYOUTS) 10- fg 3 SIGH PANEL GLAZING KIETER ptTAlt LOM PANEL GLAZING WIENER KIAL N MIS. l,i GLAZING OPTION CROSS SECTION GLAZING DOT AVAILABLE IN WIND-BORNE DEBRIS REGION JA GLAZING MEETS ASTN C1300 -D4 Dsverrome WWDOW FRAME OP71ONAL Dem INSERTS IN UV PROTECTION 1117H Uv PROTECTION OPTIONAL LOM PANEL TM GLAZED ICTIM (STRUT AND STILE LAYOUTS) 3/32' 7WCK SSD LOa. PMR CL%bec arl" AYNIAIE awl an MnR ID's TIDIDUCH CLASS If01ME. DOORS IBS DMA 154 UK MUST USE SNW PANEL WAINO CA 0.eSm 3[L'1016 IlY 1 WOOD JAMB ATTACHMENT TO STRUCTURE 2 I L WER11 An ATT• NT Te Vroe roANr n rnee Y16' K 7 LAG SCRCvi SIKTING 6' rRM ENDS MN N• OG O VY EMBEDMENT) D Y 6 VFRTIrLL uNR ATTAr)KMT To 2.000 SI COME.", WLTI KWMK BOLI l//' Y •• S7ARTDIG - FRON ENDS TNEH ts' OC. (2 1/t' EMBEDMENT) 141111 SLEEK ANOQ 31W K 2-3/4' STARTING 6- FROM ENDS THEN 29' OC. 41 1/4• EMBEDMENT) ITW/RANSCT RETTCAD (7RI Ian 3/8. 1 A- STARTING 6' rum ENDS THEM 2=• OC. (2 1/2' EMKIN ) Vrall SIMPSON 1/=' 1 3' VITEM SCRCVS iIARTIM 6' FROM LIDS, IR[ PAIRS or FASTENERS 3' APART) AT 16' O.L. (1 VY CHICOICHn WLTI 1/4'1 2-3/1' KVIK- M U• SCRCVS S1ARTING 6' FROM ENDS. USE PAIRS OF FASTENERS (3• YARN) AT 16' DL (1 Vs' EMBEDMENT) M 6 VER1iGL JNID •TTAOe2NT le fJAIiED [-9e_1LOCK /2000 pit "ROUT) ILII SLEEVE ANCHOR 3/0' x 2-3/A' STARnNG 6' rRM CN MIEN 2A' OC. 4 VA' EMKDIIENT) (OR. USE rAS1EMERS rpt tnLOV C-90 BLOW LAGS AND °QTS CAN BE COUNTERSINK 10 PROVIDE A FLUSH MUWTIM SURFACE. APREPARAIION Or WOOD JAMBS SY OTHERS W D CONCRETE MLLOV u GROUTED u0t S SINGING[ STRUCIIRL 21111IClw SiRYC1LllE 0 y u 1/t* Him 2Y-3 1 21 JAHN A Af i A IS/ !PAA HUORatPNQfe°oR R wA 1 0 i IREA)o1PLodrwn sa. F%Ndl MOLDED INSIDE FRAME E B sEcnoN B -e ° ! AVARA°IC TRACE CO)Y16LRATIDWS N T.S. NAY SIZE 1K 1ROIN If HEIOIT Zs./ PSF EST =DADS 37.7 PSP 77.3 PSF man MR in i I1110rAID1 O W 1 RO GA060`06 W1 1 a 100 m10R1106 o0wilu 0QA IINt/II Ru e11=ITT:1 )ADN/ SHF( 410CE +BOO; 1,G . "'•S •N .r -moi 0S LAIRIAE[ O Ri VRRON'MLLA K t77Q MODEL /830 OAK SUMMIT ./DuraSaro MODEL 01100 SMVOIW N/DMI awe MODEM. /BSO RHRMAGR W/DuraSals Short. Lens. flush • Oak Summit Panet's G WAIN A CU /AI M/URm MIM O Eul .'1.n.--!:!!! m' ®m m u,,:•'.. 1'•i ll1?9ti3_`1 EI El msj--ZRM Etis.": Sam IL, m mmmm®mmr,o EatE s=r1J1 91 s, E E4 kn lcl_9Ls:lEEt•E MDA"'V.^ Mkll:JKZX3 Ea Qat-7WAR! M-U'i MUZZOMILARUA ail 01=10 a1f:•.+,--!]Mill MILE Ell! ailMMrrlMk=kLU ` EEa m "®®L! ail"*.••--k:FJ a3ll=->•FSIJ iS7 LZ7 1429Q2?J mlzzmk >•®lIYI KaRMK!7mIu 9mERMINES! aZMMl= MAR mm®mom®m m au.*aFS3111uJa 1 ]EE E a -+^®RIEN m ®m "® "® '®®® s,r,.ki:J 17L]f:II fF-A7tl'.Ll-s.+--i1.alm E-I1 aZEEl.i'7Ei}7EJ7 E IE•-t EiE aZ7EFlmLEumEl = a LmILiJL]LJE ME" aii E=mMM:lAlL:l7atiEi-7•k:1-7 L'.i'.9 fI'.i:i a mMM,--m t 7WIAEiil 1.31aZlMR--m •7 CZ7 J::9 Elm E2AREE-L]LIJ= EEI a-r.k lJ EmElmam l:i•]' mumETLIEI'7Er77E11MURMUR aLMJMK-WMI;2ASUAailEi•->•k_ULIUIFiI7EE EEE] mm' ®0 0 Om' ® ten-F=T; E Elk e]oLL9Cu9EL EEE1 a-11.,.y-.kz]Li]C}k:,.. 1[.IL:, k:ii Ri21 E].aii MISlEII7 mom.-•.Fra Eil Wil'•-a-k ate.-min Kan— EruE akl7lfL=]QIIfl ELaMMlL' MmLYE3uail Ecl ffl- aii9Et+.'7klti711JkIl19EE EEEI uu- k::iil r li"-LLLE• MMMg MAMMIFI 13 Mum, ' EiraEglEu7 QtlE*7 MLLM r'-'®at7 ful t-,-r37 MILE MUBMK,!- r7_ l1JMILE f EEslLa1MI1AA1ESL-LR2 ELL"La^ MalmsLam a-mEL r ESSI aYl Eb^'>•(u' aLlE4 7cFsn:•}'•:1:.>t..>I a lEa* QI'•rot}„LaJami_khm• Ek7:Ee3.='F'n7c 7^l7=7fiIlt71II[_] ly7 l:4:]iiII.fi7li:t'] Lu:9LC:Siluau lIlLII1 UiTc]LS'] Ekxl E--mammas aYl trt•E E_i7 MIYl`-s•r--''Ei F77lII•1 aYl E+-EiJ, l:il I YEt.'7E11E 1.1 agl''^--f.2J E11 NJ” 7ff£IIc-r IJ.1 LiJLw:l:]C:2:] a50-.*"'7FtL1 EitI EF31t--L LII:J iT]S:] aYl 2:2LAR M mum IME-110 EA E1! f:Ylt'-.m•ro:}-aL.1:JIi1Fli:'C:L'7 E21oEa7 ailif nl m=LZAcrni"il= I®I'7MILlELI7MIILMKamMUM-10 *-IA ILIA vKILIALm *-F m TI, L:rJLmjT]= CEO OEM- MK-=MMffx PI EF1C] ^m® VT E1'll Elk...'-1 C'Szl ti L:1-jull L-MLaO ilglu m, 11r-r all t-1-->•MiLME9il MAN E!L•lVT-ik.L1Gt2.il:1:•I HIISi']f:IL.9 1 1MZLMML IL"EiLI 2/15/2017 , Florida Building Code Online tpE Professional Regulation, SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publications FBC Staff SCIS Site Map Links Search FICf'ec' S 4Product Approval USER: Public User Produrn •toomvol Ments > Piodu.:t or -\oobcarion S-tarch > Aool,co:'on i ist > Application Detail FL k FL19715-RO Application Type New 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 Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 lonberrian@slbp.com ion Berrian lonberrian@slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/l.5.2/A440 AAMA/WDMA/CSA 101/l.5.2/A440 Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https:/ANww.0oridabLilding.orgfpr/pr_app_dtl.aspx7Wam=wGEVXQwtDgtvA*/*Zbxmzk lhGufBV5nRNMfoPly6gPoEN%2beBTXyGDYCjAw%3d%3d Year 2011 2008 1/2 Z/15/2017 , Date Revised Summary of Products FL # 19715.1 Florida Building Code Online 02/14/2017 Model, Number or Name Description Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Certification Agency Certificate FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5- 13-16.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO 11 SWD002 SS 2016-06-22.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.: • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request. do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. U you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 45S, F.S., please dick here . Product Approval Accepts: 0 fa -0-11 KYCl E Credit Card Safe https://www.floridatxliiding.org/pr/pr app dU.aspx?param=wGEVXQwtDgtvAah2bxmzklhGuBV5nRNMfoPly6gPoEN%2be8TXyGDYCjAw%3d%3d 2/2 INSTALLATION NOTES: 1. ONE I I) INSTALLATION ANCHOR U REQUIRED AT EACH ANCIIOR LOCATION SHOWN 2. THE NUS/BIR OF INSIAILAIION ANCHORS OLPICIED IS THE MINIMUM NUMBER 01 ANCHORS IU BE USED fOR PRODUCT INSIALW IION OJ 1 ME MAXIMUM SIZE 1.61LD. 3. :NSIALL INDIVIDUAL INSTALLATION ANCHORS WIt MINA TOLERANCE Of I1/1 INCH THE DEPICTED IOCAI ION & SPACING IN IIAANCIIORLAYOUt ULIAILS ILE , WITHOUT CONSIDERAI ION OF TOLERANCES). I OLLRANCES ARE NOT LVMULAIIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED At EACH INSIALLAI ION ANCHOR WITH LOAD BEARING SMIMIS). MAXIMUM ALLOWABLE SHIM SIACK 10 BE IM INCH. SHIM WHILRE SPACE OF 1116 INCH OR GREATER OCCURS. 5111M(S) SHAH BE CONSTRUCTED OF HIGII DENSITY PLASTIC OR BETTER S. FIN INSTALLATION: FOR INSTAIlA710N INTO WOOD FRAMING USE 88 WOOD SCREWS OR I I GAUGE ROOFING NAIIS OR IOU COMMON NAZIS OFIXITIC11117 LENGTHTOACIIIEVE 1.1/21NOIMIMMUMEM DMENTINTOLVODD SUBST RAI E. INSI ALLAI ION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSIALLAIION INTO METAL STUD USE&& Sktl-IAPHNG SCREWS, OF SUFFICIENT IkNGIN TO ACHHVE A &MINIMUM O 3 HR D P N RA I N BEYOND ME )AIL WALL INSIALLA110N SHALL MAINTAIN MIN. 3/11' EDGE DISTANCL. 7. THROUGH FRAME INSTALLATION: FOR INSTA"FION INTO WOOD FRAMING USC RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NOO MINIMUM MB OMENT INTO WOOD SUBSTRATE. L THROUGH FRAME INSTALLATION: FOR INSTALLATION THAOUG111X BUCX TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 1NCH DIAMETER 11W IAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-V41NCH MINIMUM EMBEDMENT, INSIAT LATION SHML MAINTAIN MIN. 13/4- EDGE DISTANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE RIO4.11,1APPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM M NrT RAIION BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING SUI Not UMIIEO 10 SIUCCO, LOAM, BRICK VLNEkR, AND SIDING. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RLSISI AN I MAI E RIAL OR HAVE A CORROSION RESISFANI COALING. 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARPOINTS EDGE DISTANCE 6 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHEIt OF BLOCK. 13. INSIALLAI ION ANCHORS SMALL BE INSI ALLED IN ACCORDANCE WITH ANCHOR MANUFACIURER'S INSIALLAIION INSTRUCTIONS, AND ANCHORS SMALL NOT BE USED IN SUBSI RATES WITH 5IRENG1115 LESS THAN RHE MINIMUM STRENGTH SPLOIIED BY THE ANCHOR MANWACTURkR. 14. INSIALLAI ION ANCIIOR CAPACII IES OUR PRODUCTS IILREIN ARE BASED ON SUBSTRATE MATERIALS WITH INE FOLLOWING PROPF RHES' A. WOOD- MINIMUM S ECII IC GRAVII Y OF 0.55. B. CONCRE IE -MINIMUM COMPRESSIVE SI RENGTH OF 3000 PSI C GROUT -FILLED CMU- UNIT SIRE NGIIt CONTAIN MI 10 ASTM C-90 Will MINIMUM COMPRESSIVE SIRE NGIH OF 2000 PSI AND GROUT CONFORMS t0 ASIM C 476, MINIMUM GROUT COMPRESSIVE SI RING IH Of 2000 PSI. D. IIOLOW RLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE SiRf NGI N OF 2000 PSI. E. SI E EL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WAIL I MICKNESS O 47.8 MIL 10 0478'w 18 GAUGE). MIN. 1/2' EDGE DISTANCE. I AIUMINUM-MINIMUMAIIOY6Uti3-TS MINIMUMWALLTHICKNFSSOF 1/16' MIN. 1/2' EDGE DISTANCE. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GEWRAL NOTES' 1. Tilt PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY With THE STII EDITION 12014) FLORIDA BUILDING CODE IFBCI. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO TILE FOLLOWING: AAMA/WOMA/CS4101A.S.Z/A44008/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WII HSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RLCORD FOR THE PROJECT OF INSTALLATION. 3 IX AND 2X BUCKS (WIZEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS Of SUC<INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLAIION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHHECI SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMLNI IN NON•HVIII AREAS. IN HVHZ AREAS, ONL IIME PRODUCT APPROVAL TO BE OBTAINED FROM MWA4MLDf RER O1 NII). S. APPROVED IMPACT PROTECIIVE SYSTEM IS REQUIREDON IIUS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE SIN EDITION FBC, WOOD COMPONENISSHAIL HAVE GLEN PRESERVATIVE IREATED OR SMALL BE OF A DURABLE SPECILSAS DEF19ED IN CHAPTER 23. S. GLASS MEETS THE REQUIREMENTSOF ASTM E 13W GLASS CHARTS. SEE SHEET 6 FOR GLAZING DEIAILS. MAX OVERALL SIZE WIDTH I/EI6HT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION A GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL A HORIZONTAL SEC770NS (NAIL FT34) 5 VERTICAL A HORIZONTAL SECTIONS (TKwU6H FRAME) 6 HORIZONTAL SECTIONS. BUCRINSTAU ATION,&&LAZING DETAIL MAX OVERALL SIZE WIDTH I/EI6HT LOFI6. DES16N PRESSURE MISSILE IAAPACTILATING 36• 84• O/X 35 / -35 PSF NON IMPACT 38' 60• O/X 50 / •50 PSF NON IMPACT B' 74• O/X 50 / -50 PSF NON IMPACT 38' 7r O/X 35 / -35 PSI` NON IMPACT 44' 62• O/X 50/.50PSF NON IMPAR 7r O/X 35 / -35 PSF NON IMPACT B4• o/X 20 / •20PSF NON IMPACT 7r O/X 25/•25PSF NON IMPACT 83.75• O/X(ORIEL) 35/•35PSF NONIMPACTRwO/X (ORIEL) 20 / •20 SF NON IMPAR 6r O/X•O/x 35 /-35 PSF NON IMPACT 84' O/X-0/% 35 / -35 PSF NON IMPACT 62' O/X•G/X 50/-50PSF NON IMPACT 7r o woix so / -so PSF NON IMPACT 70 77' O/X-O/% 25/•25 PSF NONIMPACT BP 74' O/xo/x 35 / -35 PSF NON IMPACT 7P O/X-0/X 30/•30 PSF NONIMPACT low 62• O/X oat O/X 50 / .50 PSF NON IMPACT JOB' 72' O/X-O/X-O/X 50/•50 PSF NON IMPAR OB• 84• 1 O/X-O/X-O/X 25/•25PSF NONIMPACT SilverLine In/1lndersen alt anvErui OR:vE Ni1H M.MaMIC< IL' 4.Y11t n. thl/w coo N + pN FZZ $ 3 NYL'Z 014 L 5az n Digitally signed by Hermes F Norero, P.E. S W D00 2 Reason: I am approving this document FL#: FL19715 SHEET: Date: 2016.02.03 09:40:44 -05'00' 1 1 OF 6 MAX FRAME MAX FRAME Silver Line WIDTH 48' WIDTH 48• I-AimfI.Yum 4 9 ort s•L.Ego4i ant wN.l*++I.nr000FZF S0CC'O' + 4 N MAX FRAME NEIGH h < AME HEIGHT 96' HEIGHT 90' QUALIFIED CONFIGURATIONS CH TOP CONFIGURATIONS FOR ALL 2901.4901 w N < m W p xX• MRATINGS, SINGLE UNIT CONFIGURATIONS CA "' F A D A D 5 4 s m ELEVATION ELEVATION SINGLE HUNG WINDOW Z SINGLL HUNG ORIEL WINDOW O H o H MAX. FRAME MAX FRAME % V WIDTH 96.. I w N 0 E a QUALIFIED CONFIGURATIONS MCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS f f F Z 4 Mr, MAX FRAME • 4 O•• • / HEIGHT 74' –_ J o •. r to N MAX. •' • . HEI y Pa O N > A 0 P 2 =:E S A D p p Lj ELEVATION • s ELEVATION DW&#: TWIN SINGLE HUNG WINDOW TRI/LE SINGLE HUNG WINDOW 5 \ DOO 2 SHEET: 2 OF 6 I WIDTH 108' o E s F„• C o D 7 7 FRAME X. 6HT X. X. 64' 2' MAX. 4 1/2' MAX. FROM II-- ~I 1_ CORNERS O.C. 4 1/2' A OC NEI 2' MAX. Z* MAX. 11' MAX. FROM I I O.C. CORNERS I I-- L itX r otE..•.s7 uals.Torwhr FROM JLl+u Ni .Il.O[o..a ••o[ T.E.y JAW. N DMU 2' MAX. 4 1/2' MAX. FROM II-- ~I 1_ CORNERS O.C. 4 1/2' A OC NEI 2' MAX. 2' MAX. FROM CORNERS l 2'MAX otE..•.s7 uals.Torwhr FROM JLl+u Ni .Il.O[o..a ••o[ T.E.y JAW. N DMU CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW 6' MAX FROM2 CORNERS I I 1OAX C 6' MAX. FROM CORNER 20' M 0C L 6' MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME . SINGLE HUNG WINDOW 161/ I I 4 1/2' MAX. O C. ANCHOR LAYOUT NAIL NTN - WIN SINGLE HUNG WINDOW 1' MAX. FROM I I' I I 6' MAX. CORNERS O C' 6' M/ O.0 1' MAX. I I 6• MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6• MAX. FROM r 12 3/4• MAX. CORNERS I S M O T Y MAX. L 6• MAX. FROM CORNERS 1 1611. MA%, O.C. L ANCHOR STRAP 6' MAX. J P/N 50.2995-2 FROM SEE SHEET 5 FOR DETAILS COMERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW I r 12' MAX. O.C. STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUnet•nI"/uNh:Ta K741 sow&Lu.[&IW l" N: C~ lownwsw n.lr ws w m s zt 5 gy' N ig Gv W Z Q SS m ox N JJ W //m11 G Z S_S 1F N Lu =A P r of mD 1, N Z Oo H It m m h J H 0 VG #: SWD002 C. IEET: 3 OF L 6• MAX. FROM CORNERS 1 1611. MA%, O.C. L ANCHOR STRAP 6' MAX. J P/N 50.2995-2 FROM SEE SHEET 5 FOR DETAILS COMERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW I r 12' MAX. O.C. STRAP P/N 50.2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverUnet•nI"/uNh:Ta K741 sow&Lu.[&IW l" N: C~ lownwsw n.lr ws w m s zt 5 gy' N ig Gv W Z Q SS m ox N JJ W //m11 G Z S_S 1F N Lu =A P r of mD 1, N Z Oo H It m m h J H 0 VG #: SWD002 C. IEET: 3 OF L It m m h J H 0 VG #: SWD002 C. IEET: 3 OF L CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OnIERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS me WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS / PERtMETER SEALANT O.A BY OTHERS UNIT HE16HT EXTERIOR 1 SEE GLAZING DETAIL, SHEET 6 1 1/2- MIN. EMBEDMENT r 3/8- MIN. 1 EDGE DIST. L 1/4- MAX. 1 \ SHIM SPACE SASH REINFORCIN INTERIOR SEE SHEET 6 FOR REQUIREMENT SEE 6LAZIN DETAIL SHEET TNTERTOR g VERTICAL SECTION 4 NEAD • 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER MIN. 3/8- EWE DISTANCE SHIM SPACE SEALANT BY OTHERS MIN. 3 THREADS 1/4- MAX. EXTERIOR FINISH 8 64L 5 SELF -TAPPING SCREW SHIM SPACE BY OTHERS METAL STUD BY OTHERS. me WOOD SCREW NOTE 14 INSTALLATION ANCHOR BY OTHERS 3/B- MIN. E06E DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS i . CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1 1/2- MIN BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION 4 SILL -2X WOOD BUCK NAIL FIN V4- MAX. MIN. 3/8- EWE DISTANCE SHIM SPACE 5 MIN. 3 THREADS 6 6 PENETRATION BEYOND METAL STRUCTURE 8 64L 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 4 IAMB - METAL STUD NAIL FIN SilverUne tn/1 NGY1141 971 at snv[tillt esivE w0•M •I•N51'14l W i•1N M IT11.M 1OOD F0 lZi f' 5 W J mJ G c e W coal tmW ` w Lu g"' F w c0 V) Z 41 V7 ` " E 1v Z ac ZopuH V6 aY: SWD002 IEET. 4 OF 6 O.A UNIT HEIGHT I 10 WOOD SCREW 3/4' MIN. INSTALLATION ANCHOR EDGE DISTANCE ~ 2X WOODSUCK/STUD BY OTHERSCONCRETE/ MASONRY SEE SHEET 6 FOR 1/4' MAX. BY OTHERSJI/ CONNECTION DETAILS SHIM SPACE CAULK BETWEEN e • SASH REINFORCING CONCRETE/MASONRY• • SEE SHEET 6 FOR REQUIREMENTS BY OTHERS SEE GLAZING 1112, MIN. DETAIL SHEET 6 EXTERIOR FINISH EMBEDMENT BY OTHERS INTERIOR PERIMETER SESHIM MAX. BY SHIM SPACE EXTEINTERIOR SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION 5 HEAD • 2X WOOD BUCK THROUGMFRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1121 EDGE DISTANCE IO GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED TMULLION BY OTHERS. SEE SHEET I INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS 0 UNIT WIDTH jF HORIZONTAL SECTION 5 JAMB- METAL TUBE/STUD OR APPROVED MUUUON 7HROUGHFRAME SilverLine I -OU Hh'111y1 aE aY+t•Lte4 of WOM Woe" 01" IM Vsit•is ow n A p n r S 2 QQV. 1. m Cg\ Z N o Y. j x M dVm{<y 40 Way o 5) #14 PANCAKE HEAD 4— SEE &LAZINGSEE SCREWS FROM STRAP TO DETAIL, SHEET 6 fRAME.HOLES PROVIDED 4. TO ACCOMODATE #14 DIA 0000-4.0000 H 2 N C) EXTERIOR INTERIOR 2.0000--2.0000 1 ANEHOA STRAP, AT TWIN 6 w TRIPLE CONFI6CHOA SEE 0.0620 o O.A. PLAN VIEWANCHOR STRAP UNIT P/N 50.2995.2)' DETAIL AT 4,0020 HEI6HT RIGHT FOR INSTALL. REQ. 05 ) 2.3750 PERTMETER SEALANT SHIM SPACE ZBYOTHERS jl EXTERIOR FINISHtIN'MIN 0.7500(2) 3.0000(2) 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO p b3?4,i AQ •" ' " ti BY OTHERS PRECAST SILL '.' EMBEDMENT PLAN VIEW •ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE ANCHOR REQVIREMENTS BELOW. z• By OTHERS• 0 N 3/16' ITW TAPCON a ;' . : • o ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, d INSTALLATION ANCHOR USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, i 3/4' Mini EDGE DISTANCE MIN. 1.3/4• EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) 010 SELF-DRILLINS SCREWS, n t 6R 5, PER STRAP. MIN 3 THREADS PENETRATION. MIN. 3/4' EDGE DISTANCE. I" -' p1 VERTICAL SECTION C. FOR INSTALLATION TO WOOD, USE (4) 910 WOOD SCREWS PER STRAP. MIN, 1-1/2•EMBEDMENT. MIN. 1•EDGE DISTANCE. 2 OW6#: 5 SILL - CONCRETE/MASONRY THROUGH FRAME 5 U / 0002002 SHEET: 5 of 6 EXTERIOR INTERIOR G VERTICAL SECTION 6 MEETING STILE INTERIOR SMALL' FR'LARGE'fRAME REINFORCING EXTERIOR REINFORCU46 SEE BELOW FOR REINF. SEE BELOW FOR REINF, REQUIREMENTS REQUIREMENTS. HORIZONTAL SECTION 6 INTERMEDIATE FRAME MULLION I. ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/• 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72. (O/X-O/X), DESIGN PRESSURE •/• 50 PSF 108 X 62, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF 108 X 72, (O/X-O/X•O/X), DESIGN PRESSURE 4-50 PSF 0 C - STEELINTERMEDIATE FRAME'LAR6E'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINSS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X). DESIGN PRESSURE •/• 35 PSF NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FIC AND ASTM E 1300 GLASS LOAD RESISTANCE. I 5/8' O.A. I.6.6LASS EXTERIOR /A \ INTERIOR MIN. GLASS T 11-K BITE 1/2' D 1/8' SETTING BLOCK GLAZING DETAIL I NOTE: 1LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.0 SPACING SPECIFIED IS NOT EXCEEDED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. 0. C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4' MIN. EMBEDMENT t. • ; ' 11/2' MIN. EDGE F• DISTANCE 2' MIN. EDGE I• DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine Infu NGSSLY I 971 04 SRFFILIW DSIYF wln ulu.svl[c w avu nL IIW)4n IOW 0 4 p A. W N Z y Y y < F 10 3 Z Z c v Owe, #: SWD002 SHEET: 6 OF 6 1 2/15/2017 Florida Building Code Online Professional ' t t 1 UFCI Ti WYr:>f riri SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 8 Facts Publications FBC Staff SCIS Site Map Links Search bProduCt Approval 4, USER: Public User Product aooro'!31 Menu > r--nM:ct or soolwan— Saa-c- > naontarlrn OV, > Application Detall FL # FL14994-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 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 3. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14994 R1 COI CERTIFICATE of INDEPENDENCE.odf Standard AAMA/ W DMA/CSA 101/I. S.2/A440 AAMA/W DMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 TAS 201, 202, 203 Year 2011 2008 2005 2006 1994 htips:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGE:VXOwtDquZRj59°/a21Drx2°/a211DBR4OJnUDFrXPD2Dn7xsGdeKrPxx03Q%3d°/aid 1/3 2/15/2017 Florida Building Code Online Product Approval Method Method L Option D Date Submitted 04/27/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL It Model, Number or Name Description 14994.1 a. Series 2800 Model 2802 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 RI 11 Inst 14994.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.1 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.2 b. Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 11 Inst 14994.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.2 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.2.odf additional use limitations; installation Instructions and product Created by Independent Third Party: Yes particulars. 14994.3 c. Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange - 2 Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 1I Inst 14994.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.3 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.3.0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.4 d. Series 8700 - Model 8700FIN Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.4 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994A.py,f'' additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.5 e. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.5 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.6 f. Series 8800 - Model Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 8803/8804FIN Panel (XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F114994 R1 11 Inst 14994.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https://www.tloridabuilding.orgfpr/pr app dti.aspx?param=wGEVXOwtDquZRI5Wo21Drx2%2fIDBR4OJnUDFrXPDZDn7xsGdeKrPxx03Q%3d%3d 213 2/15/2017 Florida Building Code Online Other: See INST 14994.6 for Design Pressure Ratings, any FL14994 R1 AE Eva[ 14994.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.7 g. "WeatherStopper'"" Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel Model 8700 IMPACT (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II Inst 14994.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.7 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.8 h. "WeatherStopperl'" Series 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel Model 8700 IMPACT (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14994 R1 It Inst 14994.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.8 for Design Pressure Ratings, any FL14994 Rl AE Eval 14994.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14994.9 i. Series 8700 - Model 8700 Extruded Vinyl Horizontal Slider Window - 2 Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14994 R1 II Inst 14994.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14994.9 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: BSO.487-1824 The Slate of Florida Is an AAIEEO employer. Coovrloht 2007.2013 State or Florida. ;: Privacy Statement :; Accessibility Statement :: Refund statement Under Florida law, email addresses are pudic records. It you do not want your e-mail address released In response to a public records request, do riot send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 4SS.275(1), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 45S, 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. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here.. Product Approval Accepts: NEED FE E Credii Card Safe httpsY/www.floridabuilcing.orgfpr/pr app dU.aspx?param=wGEVXQwtDquZRj59%21Drx2%211DBR40JnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d 3f3 SilverLine byAndersen WINDOWS•DOORS SERIES 2800 - MODEL 2802 EXTRUDED VINYL HORIZONTAL SLIDER WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product hos been evaluated and Is In compliance with the 51h Edilion (201 4) Roddo Building Code (FBC( structural requirements excluding the?figh velocity Hurricane Zone' HVHZ(. 2. Product anchors sholl be as listed and spaced as shown on detah. Anchor embedment to base material shall be beyond wail dressing or stucco. 3. when used in areas requiring wind bome debris protection this product is required to be protected with on impoct resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect. r7648• MAX OVERALL RN MRDiH I— 730 MAX OVERALL FRAME w8)n+ —{ O > LLO TAKE OF CONIENIS SHEET/ DESOUPOON I I elevoTOo design ptemes b owmal notes 2 Ho&ontd d vertical cross sections 3 Horitontd d vertical cross sections 4 Buck 6 home ancho ft 5 Bal of moterkAL gtoft detail b components r7648• MAX OVERALL RN MRDiH I— 730 MAX OVERALL FRAME w8)n+ —{ O > LLO OVERALL OVERALL MAX. b• DESIGN PRESSURE (PSI) Z FRAME D.1.0. POSMVE el DIMENSION DIMENSION to sse v 0.0 730 x S0.0' 33.5' x 45.Or• G1 35.0 I 76.48' x 66.48' D o`_ ygg B.sJn G1 X 20.0 O OVERALL OVERALL MAX. b• DESIGN PRESSURE (PSI) Z FRAME D.1.0. POSMVE el DIMENSION DIMENSION to sse v 0.0 730 x S0.0' 33.5' x 45.Or• G1 35.0 35.0 76.48' x 66.48' D o`_ yggB.sJn p b OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSI) FIN FRAME D.1.0. POSMVE NEGATIVEDIMENSIONDIMENSIONDIMENSION TYPE 76.48' x S3Ar 730 x S0.0' 33.5' x 45.Or• G1 35.0 35.0 76.48' x 66.48' 73.0' x 63.0' 33.5'x S7.75• G1 20.0 20.0 a.: KV o. LFS mo ro: FL -14994.1 rr _L or 5 I 2- o a dl .o P II ••.• • I7`J q i11 O UPI •: 15 o° p n 0 44 O G1 - 7 2 03 EXTERIOR 04MOR 1.1/P MIN. EMB. TYP. 21 22 a 25 v 15 o D 1B 6 31 z 10 00 8 4. lz Qoo o 23- 24 o p o• q 23 c q 24 13 20 30 G1 1 o v u O.a:11/t6 11 3 d.L.• N T.S. 5EXTERIOR Owe Or: KV o 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECDON a.c e*• LFS a 2 2 Owe a FL -14994.1 - 0n sxn — --5 10 I b i X 0 g n 5 1 _ ax'1 mjOnu ag= 15 o rO1Q I a 3513 e EXTERIOR W1ERX)R 27 r SIor n S WIERIOR Q 18 h15 7 6 31 p 16 W z o 0 319 00 2328n0 a 23 0 2830 20 Cal aue 1111611113 FXIERIOR 7cut: N.T.S. g o«c. a.: KV m 1 HORRONTAL CROSS SECTION 2 VERTICAL CROSS SECTION uK LFS i Dk%wm M: ° 3 3 FL-14994.1 c K 9ER a 0 i X 0 5 2x BUCK MASONR' OPENINC 1 1-- BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be odpnted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted os MAX. ON CENtErmust be adjusted to maintain the ruin. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dlmenslon ore not exceeded. 3. Concrete anchor Coble: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT MASONRY TO ADJACENT EDGE EDGE ANCHOR ITW 1/4" 1.1/4" 2' 4" 1APCONc ft ELCO 114* 1.1/4" 1' 4' u WOOD SCREW INSTALLATION NOTES: 1, Maintain a nlir*nLTn SI "edge distance. I^ and cWonce, d 1"O.C. spacing o/ wood screws to prevent the spbtling of wood. L4 u m0 2X BUCK FRAM MASONRY OPENING 2X FRAMING 10 BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. FRAME ANCHORING MUCK d JQ3• E ttP. 24 rsG r////*• 1\\`` got 2X FRAMING 10 BE DESIGNED BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. FRAME ANCHORING MUCK d JQ3• rsG r////*• 1\\`` got Y O gW c= o ft 0 z E w w u 0 FRAME ANCHORING 2x STUD n. KV e n LFS 3 wee o.. a FL -14994.1 n n 4 a< 5 p i f r Q)T Q06S T_/ _V Z-ep Ul e iW' Z ' i 0;n 10 REffLf Silif I (>,B4' i %''••.,,.... .G, `. >° o do 011.3r ml] 1l l i •• Z p d 2 Sal INSERT f I E p 2 s r o ~0 g O mrmCG , j O LL 4 OIALNG RfAD E c d3oz o 1 °s-- 10.,C I-- 3 = O i Wiz, 1 0 0 X00 I_ go 06T sl L LL 7 , 15.4 R0 Slie ReYtacemenf 31 z 15.4RdMORerna ? o gl i m 295 p - -- THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. O.OT Ln 12 Y 51W OVERALL 6 SASH LOCK11Slb 11 1HK. GLASS — 1.2T —'1 O QCD 30TANWALED f I AIR SPACE L. - o O -p 17 3!3'I'ANNEAIED I• O ' = u OS GLASS OAT - we 11116111 = BILE Old Stat: N.T.S. 5 GIALNG DETAIL 0a h' KV m GI C.. h: LFS ; 7 S t 4 S 1cp a R ROMAL RAIL meRLSODERfRAME rL- 14994.1 0 sam 5 or 5 p obr Blll OF MATERIALS REM DESCRIPTION MATERIAL 1 EXTRUDED VINYL PVC HORIZONTAL SLIDER FRAME HEADER BY SILVERUNE #2801'_ VINYL 2 EXTRUDED VINYL PVC Slll INSERT BY SILVERUNE 82322' VINYL 3 EXTRUDED VINYL PVC WINDOW GLAZING BEAD BY Sq.VERIINE Y 1227• VINYL 4 EXTRUDED VINYL PVC SLIDER SASH TOP RAIL BY SILVERUNE 82908' VINYL 5 EXTRUDED VINYL PVC SODER SASH BOTTOM RAIL BY SILVERUNE Y2908• VINYL 6 EXTRUDED VINYL PVC SLIDER SASH LOCK STILE BY SILVERUNE g290B• VINYL 7 EXTRUDED VINYL PVC SLIDER SASH PULL STILE BY SILVERUNE 82949 VINYL 10 EXTRUDED VINYL KEEPER GLAZING BEAT BY SILVERUNE q 1257• VINYL I I METAL GLAZING SPACER STEEL 12 GLAZING SETTING BLOCK 13 WINDOW SCREEN IS WEATHERSTRIP PILE 17 GLAZING COMPOUND DOW Y 1199 SILICONE SILICONE 18 HORIZONTAL SLIDER ROLLER ASSEMBLY 19 SASH LOCK HARDWARE LATCH 6 KEEPER BY SILVERUNE 20 EXTRUDED VINYL PVC SLIDER SASH KEEPER STILE BY SILVERUNE 82907' VINYL 21 2X BUCK IG >= 0.42 WOOD MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING 10 ASTM C90 CONCRETE 23 1/4• MAX. SHIM SPACE 24 q8 X 1.3/4' PPH SMS 11-11T MIN. EMBEDMENT) STEEL 25 1/4X ' 2-3/4' PFH ELCO OR I1W CONCRETE SCREW STEEL 27 2X FRAMING G>=0.42 WOOD 28 q8 X 2•I/4"PPH SMS I1 -I/2" MIN. F1 18EDMENf1 STEEL 30 ROLL FORMED STEEL MEETING STILE REINFORCEMENT BY SILVERUNE Y2919 STEEL 31 ROLL FORMED S1ET:l TOCK STILE REINFORCEMENT BY SILVERUNE 82821 STEEL 2/1512017 , Florida Building Code Online FLOOR CA, 09PART~ OF Business & Professional Regulation ratan SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FSC Starr SCIS Site Map Links Search Flcrca S r •, ' Product Approval IUSER: Public User product ApornWl menu > "adwn of noolicannn Searr_-i > A oobcinon Ust > Application Detail FL FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCatderone@silverlinew i ndow.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 J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/I. S. 2/A440 2011 AAMA/W DMA/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 2005 https:IANww.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXOwtDquZRj59%2tDrx2300PLxr2KHVIY2g3r%2bl%21kKOkbg8iygGAAe/o3dOlo3d 1/5 211912017 Florida Building Code Online ASTM E1996 2012 ASTM C26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL t4918 R3 Enuiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 0 Page 1/ 2 FL aY Model, Number or Name I Description 14918.1 a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: No FL14918 R3 11 Inst 14918.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: This Product is No Longer Offered by Silverline Evaluation Reports FL14918 R3 AE Eval 14918.1.0f Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.2.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941.2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.3.odf 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 Other: See INST 14918.3 for Design Pressure Ratings, any Evaluation Reports FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952 / 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.4.odf 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 FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.5.odf Mips:f/www.0ondabuilding.orgfpr/pr app dU.aspx?param=wGEVXQwtDquZRj59%2fDrx23OOPLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 215 2f15f2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 li Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953/ 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951/4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 i J. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fn J Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14918 R3 11 Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: See INST 14918.10 for Design Pressure Ratings, any Evaluation Reports FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL149IS R3 11 Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 1. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14918.12 for Design Pressure Ratings, any httpsJANww.floridabLAiding.orgfpr/pr app dll.aspx7Wam=wGE:VXQwtDgaRj5W*2fDrx23OOPLxr2KHVIY2g3r%2bl%2fkKOkbg8iygGAA%3d%3d Y5 2115J2017 Florida Building Code Online additional use limitations, installation instructions and product particulars. 14918.13 m. Series 5800 Model 5810 FL14918 R3 AE Eval 14918.12.0df Created by Independent Third Party: Yes Extruded PVC Fixed window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 lI Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.udf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 lI Inst 14918.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.cdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "impact" Window/Sidelite with Nailing Fn Stopper" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eva[ 14918.16.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 'Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 It Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.I8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14913 R3 AE Eval 14918.18.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14913.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hnpsllwww.tloridabuilding.orgrprlpr appdU.aspx?param=wGEVXQwtDquZRj59°i°2tDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA`/°3d°/°3d 415 2/152017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14918.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE 'Eval 14918.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page (0 0 d Page 1/ 2 0 10 Contact Us :: 2601 Blair Slone Road, Tallahassee Fl. 32399 Phone: 850-487.1824 The State of Florida is an AA/EEO employer, Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement under Florida la%v, email addresses are public records. Ir you do riot want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487,1395. -Pursuant to Section 4S5.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click brie . Product Approval Accepts: LN -0-01 E9 Credit Card Safe htips:/Aaww.floridaWIding.orgfprlpr app dtl.aspx?param=wGEVXOwtDgtiZRj59%2(Drx23OOPLxr2KHVIY2g3r%2bl%2fkKOkbgSiy9GAA%3d963d 515 SilverLine"' byAndersen r4l, WINDOWS•DOORS SERIES 2900/4900 — MODEL 2941 /2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evaluoted and is to compliance with the 5th Edition (2014( Florida Building Code (FBC( structural requirements excluding the High velocity Hurricane Ione' (HVH1(. 2. Product anchors shat be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bane debris protection Ihis product Is required to be protected with an impact resistant covering that complies with Section 16M. 1.2 of the FBC. 4. Site condlliom that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABU OF COVl4M SHW • DESCRIPHON 1 Typical elevation design pmwes 6 general notes 2 Hwim Tal a vertical Cron sections 3 Horlmntd a vertical cross sectors 13 M puck a from anchoring 5 0 of materic detdis is components OVERALL FIN DIMENSION MAX. OVERALL FIN WIDTH MAX. O.L.O. DIMENSION I- MAK OVERALL FRAME WIDT13 H -{ DESIGN PRESSURE (PSI) POSITIVE NEGATIVE 75.48' x 77.48' 72.0' x 74.0" 67.0' x 69.0" 13 M 50.0 -50.0 75.48'x 85.487 72.0' x 82.0" 67.0'x 77.0" G2 50.0 -50.0 99.48"x 57.48' 94.0"x 54.0" o G2 50.0 -50.0 O i OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. O.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSI) POSITIVE NEGATIVE 75.48' x 77.48' 72.0' x 74.0" 67.0' x 69.0" GI 50.0 -50.0 75.48'x 85.487 72.0' x 82.0" 67.0'x 77.0" G2 50.0 -50.0 99.48"x 57.48' 94.0"x 54.0" 91.0' x 49.0' G2 50.0 -50.0 P; KV • Lrs ; FL -14918.2 n s JK gsa 10 7r 0116. I .•. J Opo N •; W v0 j Y Z V 9 ai o gm. r_ c duih a I Z EXTERIOR INTERIOR n e I f FMB.IYP. i v ry L E G1 G2 INTERIOR 2 21 ed q v Zi10 o EXTERIOR a , art 11 09/II i A v n N.T.S. WK. n. KV o1HORIZONTALCROSSSECTION 2 t-2 VERTICAL CROSS SECTION 1 F5 wZp F1-14918.2 u n T-T 3 s p-u it i fA cAVF Z= i /••'•. J O 10 m odv 14114 aZU 0 6 Q 4 C= a 3 cki GG2 c Z W 01 [ VI EMS INFERIOR ii a m I 2 C 9 Q D I Gl G2 WERIOR 2 3 f: Q o lz a 13 ax Z u° EXTERIOR are 11 09 I I i a'GtE• N.T.S. ' HORIZONTAL CROSS SECTION 0.9 BY. KV o 3 2 VERTICAL CROSS SECTION COL o+•. LFS } oiamo w: a 3 FL -14918.2 a N 9(CI yj•ar .. 2X BUCK MASONRY OPENING 9m WMAX. __ a BUCK ANCHORING r 2X BUCK 7 d MASONRY OPENING O CONCRETE ANCHOR NOTES 1. Concrete anchor locabora at the comers may be adjusted to mdntain the mim edge ablance ro mortar joints. T. Caarete anchor bcatbrs noted as'MAx. ON CENTER' must be coated to maintain the mit edge dasenco to mortarjonh, addtlond concrete anchors may be maltwed to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIH. CLEARANCE MIN. CLEARANCE TYPE SIZEI EMBEDMENT TO MASONRY TO ADJACEW J EDGE ANCHOR Ilw a 1/P N1 r IA CON good v ELCO1/• o 1.1/I• 1• d' ULTRACON I WOOD SCREW IMSIALLANON NOTES: t. Mchtdn a oftnurn 5ff edge distance. t' rind distance. a t' o.c. spocho of woad Screen to prevent me spltttrg at wood. FRAME ANCHORING MUCK tiTYP. 10 Sn O.C. (IYP.It o r' I Ir — _ II J q1-- 111\ it t FRAME ANCHORING MUCK FRAME ANCHORING 2X SWD 2X FRAMING TO BE DEWPM EY THE DC*M OR ARCHITECT RECORD EASED ON WIND LOADS AND THE CLADONG BEING USED. I hi u N.T.S. c er: KV o LFS ; MMO No: FL -14918.2 c n V -.L or -I- W MAX I- i MAI(. if Sn O.C. (IYP.It o r' I Ir — _ II J h P 111\ UNC - 2 N1 IV Q- good v 4 i FRAME ANCHORING 2X SWD 2X FRAMING TO BE DEWPM EY THE DC*M OR ARCHITECT RECORD EASED ON WIND LOADS AND THE CLADONG BEING USED. I hi u N.T.S. c er: KV o LFS ; MMO No: FL -14918.2 c n V -.L or -I- W MAX I- i MAI(. if c O.C. (IYP.It o cxi Ir — _ II a 0 m 2 N IV Q- TYP. 3 0l o FRAME ANCHORING 2X SWD 2X FRAMING TO BE DEWPM EY THE DC*M OR ARCHITECT RECORD EASED ON WIND LOADS AND THE CLADONG BEING USED. I hi u N.T.S. c er: KV o LFS ; MMO No: FL -14918.2 c n V -.L or -I- W MAX I- I`/'p x 2 13 3/r OVERALL = 1A 7 $ @' O o a THK. GLASS %Y' pj a n c:l cow 14 S/3T ANNEALED 'i' 11 * P ,` p_ $j o i 1 (! N 0 AIR SPACE .: E v u 0 9 S/32'ANNEALED ° v p 4 6 °1m maa 4 1/7GLASS 8= BITE f1a GI GUTI 1 2 3/4'OVERALL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 THK. GLASS u BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 1 QO o u 14 Sl32 TEMPERED c u W s$ AIR SPACE u J 2.95 - - - 6 - 5/3T TEMPERED ( n o o 0.75 yl 0 mr1/7 GLASS 4 a SITE G2 GIATING DETAIL ' 6 u c ti O N V1Y Ib C 1 RT $ N f oulm a e I a M - 0, -- Ir UN O i 1 i p Ou O o at 11 09 II H.T.S. ° OGLAZING BEAD 0.0 6.: KV a FIXED FRAME oa LFS ; owuw wo: s FL -14913.2 0 wa $ a7 $ u Blll OF MATERIALS fTEM DESCRIPTION MAlER1Al I MAW FRAME WITH NAILING FIN BY SILVERLWE tl290Y VINYL 2 GLAZING BEAD BY SILVERUNE 87217• VINYL 9 tl8 X 7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 1 2X BUCK SG>=0.42 WOOD MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING i0 ACI B 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1/P MAX. SHIM SPACE 10 88 X 1.1/2' PPH SMS STl3:i I I 1 /4' X 2-3/4' ELCO OR Rw CONCRETE SCREW STEEL 12 2x FRAMING sc >= 0.42 wooD 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 16 STUCCO INSERT BY SILVERUNE 82922• VINYL I`/'p x 2 13 3/r OVERALL = 1A 7 $ @' O o a THK. GLASS %Y' pj a n c:l cow 14 S/3T ANNEALED 'i' 11 * P ,` p_ $j o i 1 (! N 0 AIR SPACE .: E v u 0 9 S/32'ANNEALED ° v p 4 6 °1m maa 4 1/7GLASS 8= BITE f1a GI GUTI 1 2 3/4'OVERALL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 THK. GLASS u BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 1 QO o u 14 Sl32 TEMPERED c u W s$ AIR SPACE u J 2.95 - - - 6 - 5/3T TEMPERED ( n o o 0.75 yl 0 mr1/7 GLASS 4 a SITE G2 GIATING DETAIL ' 6 u c ti O N V1Y Ib C 1 RT $ N f oulm a e I a M - 0, -- Ir UN O i 1 i p Ou O o at 11 09 II H.T.S. ° OGLAZING BEAD 0.0 6.: KV a FIXED FRAME oa LFS ; owuw wo: s FL -14913.2 0 wa $ a7 $ u Blll OF MATERIALS fTEM DESCRIPTION MAlER1Al I MAW FRAME WITH NAILING FIN BY SILVERLWE tl290Y VINYL 2 GLAZING BEAD BY SILVERUNE 87217• VINYL 9 tl8 X 7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 1 2X BUCK SG>=0.42 WOOD MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING i0 ACI B 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1/P MAX. SHIM SPACE 10 88 X 1.1/2' PPH SMS STl3:i I I 1 /4' X 2-3/4' ELCO OR Rw CONCRETE SCREW STEEL 12 2x FRAMING sc >= 0.42 wooD 13 GLAZING 2/15/2017 Florida Building Code Online ProfessionalBusiness & t f r SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FOC Staff SCIS Site Map Links Search a r 4Product ApprovaldbUSER: Public User r Pmduc Acorcval Menu > ^mduct ^r Aoohraunn S+. rr.:a > nnMlwuon List > application Detail FL It FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email I 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 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE, odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/LS.2/A440 2011 AAMA/WDMA/CSA101/1.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 2005 httpsl/www.ncridabuilding.orglpr/pr app dt1.aspx?param=wGEVXOwOgaRj59ek21Drx23OOPLxr2KHVtY2g3r%Zb1%2fkKOkbg81y9GAAa/o3d%3d 1/5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL 14918 R3 Eauiv of Standards.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 © O Page 1/ 2 10 40 i FL # , Model, Number or Name Description 14918.1 , a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.1.odf 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 FL14918 R3 AE Eval 14918. t.odf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- 'Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC.Picture Window with Nailing Fin Weather Stopper'"" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 1a918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window 2952/ 4942-4952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.4.odf 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 FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Installation Instructions FL14918 R3 11 Inst 14918.5.odf Limits of Use Approved for use in HVHZ: No httpsJMrww.Ooridabuilding.orglpr/pr app dill.aspx?param=wGEVXQwtDquZRI599'o2fDrx2300PLxr2KHVIY2g3r%2bl%2fkKOkbgBiy9GAA%3d%3d 26 2/1 51201 7 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 14918.6 f. Series 2900/4900 Models 2943- 2953 / 4943-4953 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 R3 AE Eval 149L8.5.odf Created by Independent Third Party: Yes Extruded PVC Continuous Head and Sill Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No EL14918 R3 li Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.Ddf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) Extruded PVC Fixed Window/Sidelite with Range 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL1491.8 R3 11 Inst 1918.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951/ 4941-4951 Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 L Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FU4918 R3 II Inst 14918.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.9.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14918 R3 II Inst 14918.10.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. LO.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.11.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. Ll.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Range Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 1018.12.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.12 for Design Pressure Ratings, any https://www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXOwtDquZRj59%21Drx23O0PLxr2KHVtY2g3r°.62b1%2fkKokbgBiygGAA%3d9'o3d 3/5 V1512017 Florida Building Code Online additional use limitations, Installation instructions and product FL14918 R3 AE Eval 14918.12.Ddf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.13.0 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918 L4.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst14918.15.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.LS.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed 'Impact" Window/Sidelite with Nailing Fin Stopper' Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 14918.16.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any EL14918 R3 AE Eval 14918.16.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.17 q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.17.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL149L8 R3 AE Eval 14918.17.Ddf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 - r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 11 Inst 149i8.18.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14913 R3 AE Sial 14918.18.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.19.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.floridabuilding.orglpr/pr_appdll.aspx?param=wGEVXOwtDquZRj59%21Drx2300PLxr2KHVtY2g3r%2b1%2ikKOkbg8iy9GAA%3d%3d 4/5 2/1 51201 7 Florida Building Code Online 14918.20 't. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.20.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See 1NST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 Page 1/ 2 a 4) Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The Slate of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic marl to this entity. Instead, contact the office by phone or by traditional marl. If you have any questions, please contact 850 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you arc a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: o9i.E Credit Card Safe hllpsJ/www.11oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwtDgtiZRj59%2tDrx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 5/5 SilverLine' r4l:. byAndersen WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941/2951 4941/4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTES I, This product has been evokwted ands in compfionce with the 5th Edition (201 41 Hoddo Building Code (FBC) structural requirements excluding the llgh Velocity Hurricane Zone (HVHZI. 2. Product anchors sholi be as fisted and spaced as shown on details. Anchor embedment to base material OxW be beyond woo dressing or stucco. 3, When used in areas requiring wvsd borne debris protection this product is required to be protected with on Unpoct resistant covering that complies with Section 1609.1.2 of the F6C. q, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2c buck masonry construction. q, Site conditions that deviate from the details of this drawing require further engineering onalysis by a Bcemed engineer or registered architect. urrnni TABLE OF COKIEM3 SNEET / DESCRIFRON 1 Typical elevation, deslgn pressures a general notes 2 Horizontal b verticil pass sections 3 Horizontal b vertical doss sections 4 Buck A frame anchoring S Bit of material dotal d components urrnni OVERALL OVERALL FLANGE VrIDTH GLASS DESIGN PRESSURE (PSI) FLANGE 72Z MAX. OVERALL O.L.O. POSITIVE NEGAIiVE FRAME WIDTH DIMENSION DIMENSION TYPE 72.98"x74.96" 72.0'x74.0" 67.0" x 69.0' Gl Q,Q -$Q,Q Mx mx O O P f n n i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSI) FLANGE FRAME O.L.O. POSITIVE NEGAIiVEDIMENSIONDIMENSIONDIMENSION TYPE 72.98"x74.96" 72.0'x74.0" 67.0" x 69.0' Gl Q,Q -$Q,Q c e,: KV a c a: LFS ; FL -14918.8 c rR I aJIL G m fill h v •Z{ No _'s ulaw x 0044 4 yff° aO6 j VI F a WN 2 4 EXFERIOR INFERIOR o4) 3COI a 1•F/rM84. EMB. M. O 2 8 11 M..J R v+ in 3 v• o Gl MM9dOR 2 o 11/09/ 1 1 i a scar: N.i.S. OEXTERIOR 0.6 04. KV m 1 HORIZONTAL CROSS SECTION VERTICAL CROSS SEC17ON C• w: LFS awmc .o.: o FL -14918.8 0 2 2 s.1 Ile una 3lO HORIZONTAL CROSS SECTION Shown W I X sub -buck EVERX)R 11 11 WTEWR 40 cOf 0. Or fiJO s. n. Ean 16 r r 17 i '''rrrlr*I s ``` i d NTERk)R ^i x • m d a` 95 G1 EXIERIOR WIERIOR x G MOOR - I W2 2 VERTICAL CROSS SECTION 3 Shown -/IX$.tIbutk z QUN` a u 23I s _ a a f 8 n 1 e 3 VERTICAL CROSS SECTION g Optional masonry sill s Mmimmgy F A. w e asE 1 1 09 I I suss: N.T.S. me or KV 4 VERTICAL CROSS SECTION o.L n: LE optional masonry A M—c -o.: FL -149 18.8 s,afl -L a -1- 22SMA1c. IS•MAX :\ ' O.C. (TYP.1 - --- - O.0 _ CayrId.)T I (TYP.) C Ja=n ta12 11 TYP. 3 TYP. o d $f it Ts \ H: z 0 2X BUCK - 2X BUCK m"o v 1 Z cg S o FRAME ^ eRile u4 18 ONRY MASONRY _t MASONRY AU ski OPENING I OPEMNG 19 MASONRY I a xi O a FRAME ANCHORING SUCMAS_R RING MUCKONa ISMAX. 6 0l O.C. (IYP.1 —T] m 18 TYP. , > i I X BUCK /' u x - CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be odArsted to maintain the min. FRAME edge distance to mortar joints. 18 ONRY 32. Concrete anchor locorions noted os MAX. ON CENTER• muss be oil Wed to maintain the min. edge dstance to mortar joints. oddtional concrete arias MASONRY SIU i may be repuied to ensue the MAX. ON CENTER' dhwLsbn are not exceeded. OPENING 19 MASONRY i3. Concrete anchor tobie: SIU - M-- b ti r-_ + UO 0 o.TT, 1 1 09 1 1 = Srxc N.T.S. 9 5 wa. e.: KV e WOOD SCREW WSTAIIATION NOTE_s• FRAME ANCHORING o« or yrs 1. MoOtch o minimum 5/8"edge distance, Vend d'slonce. d I' o.c. spodng of 1 X BUCK awrwo 14918.64 _ wood screws to prevent the spOting of wood. FL- t 9 t 8.8 Isms s OF $ V ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEOMEM f0 MASONRY TO ADJACENT EDGE ANCHOR EANCHOR 1/d• 1.1/r Z' b Tj IHK. GL SSL i 1Ul [' [ ,`o Rmi u5/ 37ANNEALEDAIR SPACE z°- 5/3?ANNEALEO I/7 BITE i THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. G1 GIAllNG OETAlL y z No 3 Y p K uO s <b a cc g na 29s 4 O O o Z 1 }W G 1 N O o.er a a z n = 7 Noa 1iD-c L i O ua c 'z art: 11 /09/ 11 n O LATIN EAO w[[. N.T.S. o Bwa BY: KV m oar or L.F'S ; MAW FLAME awwx w: a T fL-14918 8 nN or O BILL OF MATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME BY SILVERUNE U52-2151• VINYL 2 GLAZING BEAD BY 50.VERUNE NS2-2217' VINYL 3 R 10 X 2• I /7 PPH SMS STEEL 6 GLAZING COMPOUND SIL12ICONE 7 2X BUCK (SG >= 0.42) WOOD B MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMIo NG TO ASTM C90 9 1 /C MAX. SHIM SPACE I I I/P X 2.3/4' PFH ElCO OR INI CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 1 / GLAZING SETTING BLOCK 17 IX BUCK W000 18 1/4'X 3.1 /4" HWH ElCO OR ITW CONCRETE SCREW STEEL 19 1 /4' X 2-I /4' HWH ELCO OR RW/ CONCRETE SCREW STEEL Tj IHK. GL SSL i 1Ul [' [ ,`o Rmi u5/ 37ANNEALEDAIR SPACE z°- 5/3?ANNEALEO I/7 BITE i THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. G1 GIAllNG OETAlL y z No 3 Y p K uO s <b a cc g na 29s 4 O O o Z 1 }W G 1 N O o.er a a z n = 7 Noa 1iD-c L i O ua c 'z art: 11 /09/ 11 n O LATIN EAO w[[. N.T.S. o Bwa BY: KV m oar or L.F'S ; MAW FLAME awwx w: a T fL-14918 8 nN or O BILL OF MATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME BY SILVERUNE U52-2151• VINYL 2 GLAZING BEAD BY 50.VERUNE NS2-2217' VINYL 3 R 10 X 2• I /7 PPH SMS STEEL 6 GLAZING COMPOUND SIL12ICONE 7 2X BUCK (SG >= 0.42) WOOD B MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMIo NG TO ASTM C90 9 1 /C MAX. SHIM SPACE I I I/P X 2.3/4' PFH ElCO OR INI CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 1 / GLAZING SETTING BLOCK 17 IX BUCK W000 18 1/4'X e 2/15/2017 Florida Building Code Online s- r I UE Business : Professional Regulation SCIS Home log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FOC Staff SCIS Site Map links Search Uda Product Approval USER: Public User r, Product aoproval Menu > Prndurt x aporirrtinn S.tarrn > A]pllr,:jugn List > Application Detail FL # FL6067-R6 c .• Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverllne Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrlan@slbp.com Authorized Signature Craig Calderone rickw@rwbidgconsultants.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. 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 FL6067 R6 COI Certificate of Independence. odf 1710.5.3 Method 2 Option B https:/Nrww.tloridabuilding.orgtprlpr_app dll.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljCIQEY%3d 114 2/15/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 Summary of Products FL tt Model, Number or Name Description 6067.1 a. Series 1537 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 Approved for use outside HVHZ: No FL6067 R6 II INST Product Offerina.odf 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 FL6067 R6 AE EVAL Product Offerin0.odf 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 Thermally Broken Extruded Aluminum Clipped Mullion for use I 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 FL6067 R6 11 INST 6067.2.odf 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 FL6067 R6 AE Eval 6067.2.0f wind-borne debris protection this product complies with Created by Independent Third Party: Yes 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 6067.2 for any additional use limitations, design pressure ratings and installation instructions. 6067.3 c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.3.odf 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 FL6067 R6 AE EVAL 6067.3.odf wind-borne debris protection this product compiles with Created by Independent Third Party: Yes 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. 6067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.4.odf 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 FL6067 R6 AE EVAL 6067.4.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Budding 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 Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL6067 R6 It INST 6067.S.odf 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 httpsJ/www.floridabuilcing.orgfpr/pr app dll.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQQEY%3d 2/4 2115!2017 Florida Building Code Online wind-borne debris protection this product complies with EL6067 R6 AE EVAL 6067.5.odf 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 Impact Resistant: Yes Missile Level D" and includes "Wind Zone 4" as defined in Design Pressure: N/A ASTM E1996-02. See INST 6067.5 for any additional use Other: When used in the "HVHZ' requiring wind-borne limitations, design pressure ratings and installation debris protection this product complies with section 1609.1.2 instructions. of the Florida Building Code and does not require an impact 6067.6 f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" 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 II INST 6067.6.odf 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 FL6067 R6 AE EVAL 6067.6.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes 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 q. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion I Transom Mullion "Impact" 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 II INST 6067.7.odf 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 FL6067 R6 AE EVAL 6067.7.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes 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 6067.7 for any additional use limitations, design pressure ratings and installation instructions. 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" 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 II INST 6067.8.odf 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 FL6067 R6 AE EVAL 6067.8.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes 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 1. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion 'Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6067 R6 11 INST 6067.9.odf 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 the "HVHZ' requiring wind-borne FL6067 R6 AE EVAL 6067.9.odf debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes 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. haps:llwww.11oridabuilding.orglpr/pr appdtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQOEY%3d 34 2/15/2017 Florida Building Code Online Contact Us :: 2601 Blair Slone Road. TollahosSee FL 32399 Phone, 850.487.1824 The State of Florida is an AA/EEO employer. Coovnoht 2007.2011 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 nave any questions, please contact 850.487.1195. 'Pursuant to Section 455.27S( 1), Flonda Statutes, effective October 1. 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they nave 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 mode avoilable to the public To determine if you are a licensee under Chapter 45S. F.S.. please click n . Product Approval Accepts: M.—R-1 El E Credit Carr; Safe MtpsJ/www.0oridabuilding.orglpr/pr app dU.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQOEY%3d 4/4 Silvefflne" byAndersen r4l WINDOWSeDOORS 2724 STRUCTURAL BEAM MULLION IMPACT' LJLJ GENERAL NOTES: I. Thls product has been evaluated and Is in compliance with the Slh Edition (201 q Florida Building Code (FBC) structural requirements excluding the'High velocity Hurricane Ione'. 2. When used in areas requiring wind bome debit protection. this product complies with Section 1609.11 of the FBC and does not requite an impact resistant covering. This product meets missile level"17 and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2. 3. Wood bucks by others• must be anchored properly to Irorder loods to the structure and be reviewed by the Building Official. 4. Mullion anchor embedment to bose material shot be beyond wall dressing or stucco. 5. Separate product approvals for each glazing product used with these mullions must be submitted a" with this mullion product approval. 6. Anchoring of each glazing product to the rmAon sial be as shown in each individual glazing product approval. 7. Any conditions not covered In this evaluation are subject to separate engineering evaluation. Mullion design pressure rating, see food rating table sheets 2 and 3 of this drawing. 9. The design pressure rating sseroftheassemblyshotbetheleof the bad capacity of the mulbon as determined using this approval or the design pressure rating of the Individual glaring products used. 10. Bounding box dimensions for geometric transom shapes must be equal to or Less than the rectangular transom dimensions shown herein. MAIL COMBINED DIMENSION 6 IOP WI FAKE OF CONTENTS SHEET• OEScornoN I Typical elevations a general notes 2 2724 mullion bad table Io concrete screw anchors 3 2724 mullion bad table for wood screw anchors 4 2724 mullion section dimensions 3 anchoring MAIL COMBINED DIMENSION 6 IOP WI GLAZING GLAZINGGLAZING PRODUCT PRODUCTI PRODUCT rMAX. COMBINED DIMENSION IS IOP WI--I I--- W2 - GLAZING GLAZING PRODUCT PRODUCT GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT z' MAIC COMBINED DIMENSION 5 IOC WI --I Imo— W2 -- N Q S I L MAX. COMBINED ENMENSION 6 IOP WI-1r—W2— I t 3 i L TYPICAL MULLION CONFIGURATIONS NOTE Horizontal mullions depicted herein can be combination mullions or separate structsuot mu6rom. Separate structural mullions ore covered under separate approval. h6jJ' r c ^ O 3n•: o V S ZEgogw7 G=0 conn IV CO 0. V in, Elvis W, <FS imc .0 - FL -6067 4 L1 1 or 4 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE. 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENINC AS SPECIFIED BY THE, BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE PIE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF TILE TABLE, LOCATE THE MULLION SPAN. IN TIIC FIRST ROW OF THE. TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULUON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. READ VIE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE COWL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT OCTERMINEO IN STEP 1 ABOVE. W2 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SILVERLbYE 2720 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE GI A7.1NG FOLLOWING: 30' 3r 34- 34- TIMUTARY WIDTH 36- 49- 4r 4r 4s- 4r sr sr D' M.0 2 630 76.4 74.4 70.9 67.7 61.9 62.2 59.9 7.5 55.4 534 51.6 SECTION THRU MULLION AND FRAME 15' O.C. MAX SPACING. 0 90.4 85.5 61.1 77.7 n.9 TOT 678 65.1 62.6 60.4 56.2 56.2 0 90.7 93.4 06.7 04.5 90.7 77.2 74.1 71.1 694 65.9 636 01.4 100.0 100.0 97.2 92.6 66.4 04.0 91.1 T7.9 74.9 72.1 age 87.2 60" 100.0 100.0 100.0 100.0 1000 97.1 92.9 99.0 65.5 82.2 792 76A 737 M" 100.0 100.0 1000 100 0 100.0 100.0 99.9 953 93.3 90.2 87.1 610 411.1 6r 100.0 1000 100.0 100.0 100 0 100.0 100.0 100.0 97.1 93.9 91.0 69.2 05.6 60" 100.0 1000 IW O 1000 100 0 1000 100.0 100 0 100 0 97.9 91.7 91.8 89.1 s9" 1000 Woo 100 0 1000 1000 100.0 100.0 100 0 100 0 100.0 98 s 95.7 928 66" 100.0 100.0 100.0 100.0 100 0 100.0 100.0 Iwo two 1000 100 0 99.9 96.9 64- 100.0 100.0 100.0 100.0 1000 100.0 100.0 IWO 100.0 100.0 100.0 100.0 1000 sr 1000 1000 1000 100.0 1000 1000 loco 1000 1000 IODO 1000 1000 1000 50- 1000 100.0 100 0 100.0 100.0 1000 100.0 100 0 100.0 100.0 100 0 100 0 100.0 ar 100.0 100.0 100.0 two 100.0 4000 100.0 100.0 100.0 100.0 100 0 100 0 1000 46- 100.0 100.0 100.0 100.0 100.0 1000 100.0 two 100.0 100.0 100.0 100 0 100.0 100.0 1000 1000 100.0 1000 1000 100.0 1000 1000 100.0 1000 1000 100.0 4r Iwo 1000 100.0 100.0 100 0 100.0 IOD.0 Iwo 100.0 100.0 100.0 leo o 100.0 49- 100.0 100.0 Iwo 100.0 100 0 100.0 100 0 1000 100A 1000 100 0 100 0 1000 3r 100.0 100.0 1000 100.0 1000 1000 100.0 IWO 100.0 100.9 1000 100.0 1000 36- 100.0 100.0 1000 100.0 Iwo 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 3.- 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 3r 100.0 100.0 100.0 100.0 100 o 100.0 100.0 100.0 100.0 100 0 100 0 100 0 1000 30" 100.0 100.0 1000 100.0 100.0 100.0 Iwo 100.0 Iwo' 100.0 100.0 100.0 Iwo 26- 1000 1000 1000 1000 two 100.0 IOD 0 100.0 100 0 100.0 100.0 100.0 100.0 26- 100.0 100 0 logo 100.0 100.0 100 0 100.0 100.0 100 0 100 0 100 o 100 0 IF 0 24- 100.0 1000 1 100.0 100.0 1 100.0 1 1000 1 100 0 1 100.0 1 1000 1 100.0 1 Iwo I100 0 100 0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE. 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENINC AS SPECIFIED BY THE, BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE PIE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3• IN THE FIRST COLUMN OF TILE TABLE, LOCATE THE MULLION SPAN. IN TIIC FIRST ROW OF THE. TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULUON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. READ VIE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE COWL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT OCTERMINEO IN STEP 1 ABOVE. i^ WPI ••- 112 III III a II PRODUCT III PRODUCT W2 FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE GI A7.1NG FOLLOWING: GLAZING 2 , 1. SUBSTITUTE (I FOR 1) I/4--14 SELF-ORILLING SCREWS FOR O PRODUCT1° Q THE FASTENERS SHOWN IN THE, INDIVIDUAL GLAZING PRODUCT n Z 1 D' PRODUCT FillIIt1 ooUo oe 2. SUBSTITUTE e8-18 PANHEAO SELF-RILUNG SCREWS SHOWN a g cs 7 cupO IN THE INOMOUAL GLAZING PRODUCT APPROVAL, THE MAxIMUM FASTENER SPACING ALLOWED IS 6' FROM EACII END AT SECTION THRU MULLION AND FRAME 15' O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: JIM' A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGII TIIC WALL OF THE MULLION. BY SILVERLINE CAN BE USED W THIS FASHION. i^ WPI ••- 112 III III a II PRODUCT III PRODUCT TRIBUTARY WIDTH = WI r W2 2 VII I W2 GI A7.1NG GLAZING 2 , PRODUCT PRODUCT1° le GLAZING n Z 1 PRODUCT FillIIt1 i``` idm Eo am• a g cs 7 cupO y C OZ pp 3u b TRIBUTARY WIDTH = WI r W2 2 VII I W2 GI A7.1NG GLAZING 2 , PRODUCT PRODUCT1° GLAZING Z 1 PRODUCT 7 L L. N.T.S. UT OWS m• LFS FL -6067 4 a 2 OF 4 INSTRUCTIONS FOR USE OF THE MULL ION LOAD TAB[ E: 1. DETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIUTII AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE TIIE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIOIII, READ IIIC MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP I ABOVE. S/LVERLWE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE PSFTRBUTARYINOTH SPIE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE 3r 3r 34' 3r 3r 4r 42' w' 4r Y' W er THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT W1618. o 67.0 764 744 70.9 67.7 648 62.2 59.6 57.5 55.4 3.4 51.6 IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM V FASTENER SPACING ALLOWED IS 6' FROM EACH ENO AT 904 ass 61.1 773 77.9 70.7 67.6 65 1 62.6 60.{ 582 502 907 934 68 7 84.6 607 77 2 74.1 71.1 68.4 65.9 636 61.4 log 0 100.0 97.1 82.6 88.4 04.6 01 1 77.8 74.9 72.1 69.0 672 68" 000 Imo 100.0 1000 1000 97.1 929 090 ass 622 792 764 737 64• 100.0 100 o 1000 Imo 100.0 100 0 100.0 98.0 94.1 905 67.1 84.0 81.1 6r 100.0 100.0 100.0 100 0 100.0 100 0 100.0 100 0 lm 0 90.2 941 90 3 68.8 9r 100.0 1000 100.0 1000 00.0 1000 Imo Imo 1000 1000 1000 96.4 927 ar Imo SODS) wo 1000 1000 1000 10D 1000 1010 000 100.0 100.0 98.2 6r 100.0 1000 100.0 1000 1000 Im.O Imo 000 m.o 000 1000 10D 1000 6{' 100.0 1000 100.0 Imo 100.0 Imo logo logo two 1000 100.0 mo 1000 er 1000 100.0 1000 1000 100.0 100.0 100.0 1000 1000 1000 1000 1000 100.0 6r 1000 100.0 1000 100.0 1000 1000 100.0 1000 100.0 1000 1000 1000 100.0 4r Imo 1000 1000 1000 1000 100.0 1000 Imo 100.0 100.0 100.0 1000 100.0 r 100.0 Imo 100.0 1000 100.0 00.0 100.0 100.0 1000 1000 100.0 1000 10D.0 2 M' 100.0 1000 100.0 Imo 100.0 1000 100.0 1000 1000 1000 1000 1000 1000 4r 1000 1000 1000 000 000 1000 00.0 100.0 100.0 1000 1000 100.0 100.0 4r 1000 1000 1000 1000 100.0 000 100.o Imo 100.0 100.0 Imo Imo 1000 3r 100.0 1000 1000 1000 1000 1000 100.0 Imo 1000 Imo Imo Imo 1000 3r 1000 000 1000 1000 100.0 10D.0 100.0 1000 1000 1000 Imo 1000 1000 34' 1000 1000 100.0 100.0 100.0 1000 I00.o 100.0 100.0 1000 100.0 1000 000 3r Imo 100.0 1006 100.0 1000 Imo Im.0 1000 Imo logo lino 1000 1000 3r 1000 1000 100.0 100.0 Imo 1og.0 100.0 1000 log 0 100 0 100.0 100.0 og.0 sr Im.o Imo mo 100.0 logo Im.o 100.0 Imo Imo Im.o Im.o Im.o 100.0 2r 100.0 Imo 000 1000 Imo Imo two two 000 Imo Imo Imo Im.O 2{' Im.O Imo 000 toga Iog0 00.6 logo loge Imo 1006 logo 1000 1000 INSTRUCTIONS FOR USE OF THE MULL ION LOAD TAB[ E: 1. DETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIUTII AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE TIIE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIOIII, READ IIIC MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP I ABOVE. WI W2 -1 GLAZING GLAZING n PRODUCT PRODUCT O , FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SPIE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE GLAZING z . FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4'-14 SELF -GRILLING SCREWS FOR GLAZING V.;Oq, z0 U THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT 77jT1*+ 11111`` o APPROVAL. 00 DDo 2. SUBSTITUTE /8-18 PANHEAD SELF-RILLINC SCREWS SHOWN EPm • p og44 IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM V FASTENER SPACING ALLOWED IS 6' FROM EACH ENO AT SFCTION THRU MULLION ANQ-ERME 15' O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: bQM' A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH PIE WALL OF THE MULLION LiY SILVERLINE CAN BE USED IN THIS FASHION. WI W2 -1 GLAZING GLAZING n PRODUCT PRODUCT O , TRIBUTARY WIDTH = WI + W2 2 I- Wl GLAZING GLAZING z . GLAZING V.;Oq, z0 U a; 77jT1*+ 11111`` o J .. Z ' Y i = j EPm • p og44 V s 4 o TRIBUTARY WIDTH = WI + W2 2 I- Wl II W2 GLAZING GLAZING z . PRODUCT PRODUCT GLAZING z0 UPRODUCT J J .. Z ' 1 vM& N.T.S. ONG r' DWS CMK M; LFS FL -6067.4 a 3 or 4 181 #10x I -U7 WOOD SCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK CWm W ss L1! 0.375 — O o old n O o L MULLION ANCHOR BRACKET 2771 1606316 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 2724 MULUON 1606346 ALUM) Lkm 4) 3116' 0 CONCRETE ANCHORS 4) 3/16' 0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE) ANCHOR TO MASONRY CONCRETE ANCHOR TO MASONRY THROUGH IX BUCK J D N MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW AN04ORWG SHOWN) L L MULLION ANCHOR BRACKET 50.2722 16063T6 ALUM) FOR CONCRETE ANCHORING 18) 010 X 3/4'- J SELF-ORILUNG SMS I I II II Y8 X 3/41 U U \ SEIF'ORILUNG SMS VERTICAL MULLION ANCHOR MULUON TO MULLION O 6 7.68 HORIZONTAL TRANSOM SLiSIRAIE 11< 82 22S' --1— 2.25 -- MULLION 2724.2724 OR 2728 ZUNDERSEPARATEAPPROVAL) PUQ r o 110 FRN WOW SCREW m W ao 1`I _________ 01411SELF•ONUA#. NO111^L gl Q MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW AN04ORWG SHOWN) L L MULLION ANCHOR BRACKET 50.2722 16063T6 ALUM) FOR CONCRETE ANCHORING 18) 010 X 3/4'- J SELF-ORILUNG SMS I I II II Y8 X 3/41 U U \ SEIF'ORILUNG SMS VERTICAL MULLION ANCHOR MULUON TO MULLION STEEL CONFORNOiG TOASIM µSS. 14 GA..OJWMK THICKNESS (FV =n llAW•4SA00F" 900METAL SCNIEWS ISAE GRADES MNJ: Hon KWK AEX a acC ORKREK CONCRETE CONFOEMHO TO ACT 303 M000 ft MN I OR HOLLOW BLOCK CONFORMING TO ASTM CIO Imo: N.T.S. er: In FL -6067.4 EI 4 of 4 UMM ANOM SEACKEFANCNOI SCMf0111F ANCROR SLiSIRAIE IA UMNENF EDGE ONSTANCR CENTER IOCINRR ow PUQ SFAC#4 movii 110 FRN WOW SCREW llo- Wow WIC I• 1.1/S 01411SELF•ONUA#. GMIWAM 9ifl MEIAI SCREW STEEL WALLplorno w"'m* oo i• D D II umuou" VICOFRN OLLOWKOCK 1 -IIP I•Irr 7 Hln KWRlOON N CONCRETEi STEEL CONFORNOiG TOASIM µSS. 14 GA..OJWMK THICKNESS (FV =n llAW•4SA00F" 900METAL SCNIEWS ISAE GRADES MNJ: Hon KWK AEX a acC ORKREK CONCRETE CONFOEMHO TO ACT 303 M000 ft MN I OR HOLLOW BLOCK CONFORMING TO ASTM CIO Imo: N.T.S. er: In FL -6067.4 EI 4 of 4 I I 2/15/2017 Florida Building Code Online r u Business & Professional Regulation, rla im c SCIS Home Log In User Registration Hot Topics Submit Surcharge stats 3 Facts Publications FBC Staff Bcls site Map Links search a Product ApprovalbUSER. Public User r e Product AOwoyal Menu > ^ndvrt Or 4001ratlOn SP?,,'C > A001-[31b)n LIsI > Application Detail FL # FL13192-114 Application Type Revision Code Version 2014 Application Status Approved 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@)ameshardie.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@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 4' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida Ucense PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eauiv ASTM CL186 Equivalency Sianed.odf httpsJtwww.floridabt ildirig.orgfpr/pr app dll.aspx?Wam=wGEVXOwtDcosk%2bGnUu47ocixmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 1/3 2/1512017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL n Model, Number or Name 'Description 1 13192.1 Cemplank Lap Siding j fiber -cement lap siding 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 15- 0122.04. Installation Instructions FL13192 R4 11 ER RIO -2553-15 Plank metal wood.odf FL13192 R4 11 ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathino.odf FL13192 R4 Il Install CemPlank Sidino.odf FL13192 R4 lI NOA 15-0122.04.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-1S Plank metal wood.odf FL13192 R4 AE ER RIO -2557-1S Plank Shingle CMU.odf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathinn.odf FL13192 R4 AE NOA 15-0122.04.gdf Created by Independent Third Party: Yes 13192.2 HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 II ER RIO -2553.15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO -2557.15 Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 II ER RIO -2577-15 Plank to WSP Sheathing.odf Design Pressure: N/A FL13192 R4 II Install HardiePlank Siding.odf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 II NOA 15-0122.04.odf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.odf F1.0192 R4 AE ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.3 . HardleShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No FL13192 R4 II ER RIO -2555.15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II Install HardieShingle Sidino.odf Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 II ER RIO -2555.15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO -2557.15 Plank Shingle CMU.Ddf Impact Resistant: N/A FL13192 R4 11 Install HardieShingle Sidino.odf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf FL13192 R4 AE ER RIO -2557-1S Plank Shingle CMU.odf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13192 R4 11 ER RIO -2553.15 Plank metal wood.odf Mipslhvww.floridabuilding.orglpr/pr app dU.aspx?param=wGEVXOwIDglsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA*lo3d%3d 20 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes FL13192 R4 II ER RIO -2557.15 Plank Shingle CMU j& Impact Resistant: N/A FL13192 R4 II ER RIO -2577-15 Plank to WSP Sheathing.Ddf Design Pressure: N/A FL13192 R4 It Install Prevail Lap Sidincl.Ddf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 11 NOA 15-0122.04.pdf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to 1NSP Sheathinn.pdf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes ED = Contact Us :: 2601 Blair Slone Road, Tallahassee Fl, 32399 Phone: 650-467.1924 The State of Florida is an AA/EEO employer. Copyright 2007.2013 Slate 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 8S0.487.1395. •Pwsuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address of they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M ® El Credii Card Safe httpsJlwww.Doridabuiiding.orglpr/pr app dtl.aspx?param=wGEVXOwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 3i3 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2553-15 or RIO -2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank /fir M. Lap Siding C%% JamesHardie EFFECTIVE SEPTEMBER 2013 mg INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS PRODUCTS ,xr7 -ameshardre rmm for the most recent varsicn. SELECT CEDARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIAL'" ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT, FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE" PRODUCT INSTRUCTIONS. INSTALLATION OF HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"A APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: L CUTTING INSTRUCTIONS Siore flat and keep dry and covered pnor OUTDOORS INDOORS to installation. Installing siding wet or 1. Pam on cuing sixon so Tai .yard -W dory d.si away Item usel 1. Cut only using score and snap, or shears (manual. elec:nc or preumauc). saturated may result in shrinkage at butt and od•ets n v Wig area 2. Position cumrg smuon in well -ventilated area joints. Carry planks on edge. Protect 2. Use Fre of Te •'ol'ovri g Iretta• a. Basi: r• Score and snap B. Caulking' (Caulking is not recommended edges and corners from breakage. James u. Shears (manta. e'ecirc u tretmaticl NEVFA use a power saw indoors Hardie is not responsible for damage b. e?:.er. i Dust redt&g curtilar st: ar)tapped :•Adv a NEVER use a circuku sary hada that does rot carry the Hai delyatle sari blade baaTadk caused by improper siorage and handling Hard eftz sary b'at's and HEPA vamur e,ltradten NEVER dry aveeo - Use eve! suppression or HEPA Vactain of the product. c. Good: I. Durst rat" g cat3lar sir v vnth a Harde8Wde snY1 black do not caulk nail heads on try use'a'av A moderate arng) ColorPlus products.) FHKjcieZpne spring upas/ Nae. For ma omum proWjon fares; respirable dot ptaltcucnl. Jarres FWrd a worn finds ahrays usirg -Best"-level a.c rg meftrIS •Jere `easltle. r NIOSH -approved respiaiors tar be used n tort trG on :xdl above cuang ptici ces w turJer redt.ce dust apostres Adrk[mal Wpostne •ntotmaron s ay."o 31 ,xAv..arresl•arrlie.txm: to help ycu &ern re d•a irosi apprcprixe a nrg me•Jal fa imr ,ob reuu, miems. d oorcern sin Busts atma avposu;re b els a you install oWntis in tb rot comply Fath due abae par . ces, you shard ah:a/s a r:Lit a gtunihed r1(1LSi unl hytperrs, cr ecraact lames Hade'or tr):er Plorm tt on. T, tet•, GENERAL REQUIREMENTS: HardiePlank'lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at ,pmm iamehardie corn A water-resislive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap (Weather Barrier, a non -woven non -perforated housewrap', :vhlch complies with building code requirements. when installing James Hardie products all clearance details in figs. 3.14 must be followed. It, Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double well Single Wall Do not use HardiePlank lap siding in fascia or trim applications. Construction Construction Do not install James Hardie prodt:cls, such that they mail remain in contact yltith standing water. .' lle-rasiswe 03111er /aria bating HardiePlank lap siding may be installed on flat vertical wall applications only. . 0 of It, For larger projects, including commercial and multi -family projects, where the span of the DSe sheauhiny wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie Siding Products" al ,,worv.JamesHardie.com. DO NOT use stain, oil/alkyd base paint. or powder coating on James Hardie' Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 Nail ine fit ria i ine s not are required by code (Flus referenced 2009 IRC st'"l present piece R703.3.2) ty fastener A. Joint Flashing (Jaynes Hardie recommended) behreen 3/- 81 train top B. Caulking' (Caulking is not recommended resNNe ~ Hai 3 a I cin of piank) for ColorPlus for aesthetic reasons as the battle eegeorolwk Caulking and ColorPlus will weather ro differently. For the same reason. Ilesnivj do not caulk nail heads on ColorPlus products.) FHKjcieZpne spring C. "H' jointer over install oWntis in rrceeUre contact 11 aim joints water-Iesistrre Darner fosterer U1sIa11 a l L4, ;tatter ytnp to ensure a conswenr dm>.:vlge leave aoompiWe gao bel:vean daW nml Mr. then Gvtlk • Note: Field painting over CaLlkmg may produce a sheen difference when compared io the field painted PrimePlus. 'Refer to Caulking section in these Instructions. For additional information on HardieVirap weather Barrier. consult James Hardie at t -866-aHardle or rr.w0irdiewrap•com WARNING: AVOID BREATHING SILICA DUST lames Hardie plDMIM centum I?9pr3018 :,Staten stow. when Is aw in to ine State v rZilfonia to cause cancer aria Is consfuererl by I:PC and NIGSH to ae a cause of :,.Incl bar, some maie.ltord sauces. Bteadrng excessive anoints of resemble silica tris; zr, also rage a cisading dryly DutendaR/ 19VI lung 6sewe Mien sncass, arw has teen IWAM :nth other diseases Sore suldies sr>,Jgesl srrokbtg iiW increase these 16,5 Diu itg xtstaltntion orhew lag S 1: qk in aurdool arras .v0 aide wrnlitar, -'[I use titer cerent shears too whim or. ahete not leasale, use 3 Hawie8lace sari otm nrr oust•retaxing circular W:, atimhed tr, a HF.PA rrcurum:131 ;rin ohet5 o'lte m•renive Vea. ISI .:e:l a jimeny-tuned. laOSH-attaimed taut ras,. r1 w-Iiiiato .e.g. 1,11-951, u, 3ccoidance .,,M aookmk go'lemreli regdab3na Lw r•Lr•Ii'mmet inshucaces to hovel tart lmpilaDle ;IYC I e,xision owing clean -UD. use HEPA',aawrs ci :Jet :leanuo welhocs • never's7 : •.eeo For tunccv tnfaration Itle to nm Iwallauon insbu:tions and /tate 3l Satery Ce13 Sheel :MllaDle nl .r:::.jy-e lude.Ccr or tri calif q I4X6 911ASDIE rt -5C0-9.12-73=51 F.%I X To :DI,ERE D SLR ;IMMIGS &GS. AND N,S ,%LLATIOf 1 INSTRLC-IONS MAI LEAD TO SEVCiS PEFafLA ir•IJLRY Or: CEA -H runny -ria (W13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Roof to Wall Horizontal Flashing Kickout Flashing Z-Flashing- Asrequlred code 4" min 4• x 4" Min. Y4" Do not caulk Figure 7 Figure 8 Figure 9 Figure 10 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas r I1" Figure 12 Drip Edge sr i Figure 13 Figure 14 Block Penetration Valley/Shingle Figure 6 Slabs, Path, Steps to Siding LL in, 1 "-2" Figure 11 Mortar/Masonry a Extension W r Y4" FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank> lap siding products. Face nailing should onh/ be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair. Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11 ga. rooting nail (0.121" snank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast` nails or equivalent (0.10" shank x 0.313" HD x i -1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" t tga. roofing mail (0.121" shank x 0.371" HD x 1.75" long) Fibbed Wafer -head or equivalent (No. 8 x 15/8" long x 0.375" HD). 0c2nia. f ,-1 Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221 " HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. B- IS x 1.5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin of equivalent (0.10" shank x 0.25" HD x 1-1 /2" long) Nails must penetrate minimum t/t1" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)' Figure 16 24" — O C maa Minimum overlap I I14 mm for Both Face ovenao and Blind Nailing r Nad Lme/ i 61m0 NO min. 1 114" 1 00 overlap — r race nad t I ' Water Remove i • NAfer e551nr! I I!4 -mm gamer barner Gvutep Laminate sheet to be removed immediately after installation of each course for ColorPlus° products. When face nailing to 0S8. planks must be no greater than 91/4' wide and fasteners mus! be 12" o.c. or less. Also see rn ner31 F3stemng Reouiremanis. and vdean considering alternative fastening options refer to James Hardie'; Technical Bulletin LIST6 17 • Fastening Tips tot HardieFgrk' Lap Siding. HS11119•P214 6113 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 %Amter, or in very humid climates. Alanufaclurers of ACO and CA preservative -treated wood recommend spacer PNEUMATIC FASTENING 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 setting the nail depth proves difficult. choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing) materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach ® ~ countersunk, 9fill tlq, 0HardieTrimTabstopreservative -treated wood shall be of hot dipped add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC snug flush DO NOT DO NOT 8317.3 or 2009 IBC 2304.9.5. Figure A Figure B under drive nails staple Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NO fE: Published vend 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 lit 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 hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing. remove and replace nail). NO fE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. rhe tables ativving direct to OSB or plywood should only be used when traditional (raining is not available. Do not use aluminum fasteners, staples, or clipped head nails. PAINTING DO NOT use stain, oiVal'ayd base paint, or powder coating on James Fardie' Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Ouad as well as some other caulking manufacturers do not allow tooling. COLORPLUS11 TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or sort brush to gently wipe off any residue or construction dust left 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 be used sparingly. If large areas require touch-up. replace the damaged area with new HardiePlank lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factor/ rut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus, product dealer. Treat all other non -factory cut edges using the ColorPlus fechnclogy edge coalers, available from your ColerPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James 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 Warranly. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUSS TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application. Ensure the surface is clean, dr/, and free of any dust, dirt, or mildew Reprimrng is normally not necessary 100% acrylic topcoats are recommended DO NOT Lisa stain, oil/alkyd base paint, or powder coating on James Hardie Products. Aoply finish coat in accordance with paint manufacturers mitten instructions regarding coverage. application methods. and application temperature DO N01` caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HSn 11 194>314 W3 y 10 COVERAGE CHARPESTIMATING GUIDE Number of 12' planks, does not include waste COVERAGE AREA LESS OPENINGS j HARDIEPLANK' LAP SIDING WIDTH SO 51.4 6114 7114 7 Irl 8 81:4 91.4 9 Q 12 0 So = loo sq ft 1 exposure) J 5 6 6114 5 314 7 a 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 a 1C0 80 07 64 59 57 50 50 37 125 100 83 80 74 71 63 63 47 0 150 120 100 96 a9 86 i5 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 ICO 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 360 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 1a 3rd 280 233 224 207 M175 175 130 15 375 300 250 240 222 214 188 188 140 10 4100 320 267 256 237 T9 2CO 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 SCo 400 333 320 296 286 250 250 186 This coverage than is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over of under ordering of product IRECOGNITION. In accordance mth IMES Evaluation Report ESR -2290. HardiePlankO lap siding is recognized as a suitable alternate to to specified in, the 2005.2019.420121nternational Residential Code for One. and Tm-Family Dwellings. and the 2006. 2009, d 2012 International Building Code. HardiePlank lap siding is also recognized for apptcadon in the loddyang: City of Los Argetas Research Report No. 24862. State of Fbrda fisting FLa889. Dade Counry, Florida NNW. 02-0729.02, U S. Dept of HUD Materials Release 1263c. Texas Department of Insurance Product Evaluation EC -21. Cily of New York MEA 223,93-M. and Cahlemia DSA PA -019. These documents should also be consultec for addaional information cencemng the suitability of that product for ;pecihc applications. 02013 Jam Hardie Building Products Aprights reserved. Additional Installation Information. TSA $M and O echederione oa'uemarks or registered trademarks tradem of // _- JarresHardieTer:'u+obgyLunled.:iisaregislerednademark Warranties, and Warnings are available at wVV "'JJ\ aii eSHardieofJamesHardieTechnotgyLimtedwww.jameshardie.com Paretiast -s a regitered trademark of ETO Fastening Systems, Inc HSI1119•P414 6/13 r 2/15/2017 Florida Building Code Online 7 ` u' Business & Professional SCIS Home Log In User Registration Hot TOPICS Submit Surcharge Stats & Facts Publications FSC staff SCIS Site Map Links Search Ficr da Product Approval USER: public Use, 1 r product AMOV31 Menu > Pmdur.t 01 Apolication S2arin > Acioll! Ion USt > Application Detail FL # FL13265-R2 Application Type Revision Code Version 2014 Application Status Approved 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@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Eauiv ASTM C1186 Eouivalencv Sioned.odf httpsJ/www.floridabuildlrg.orglpr/pr appdtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 1/2 2!15/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL >7 Model, Number or Name I Description 13265.1 HardieSoffit Panels I HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13265 R2 it ER RIO -2S54-15 Soffit wood metal.odf Approved for use outside HVHZ: Yes FL13265 R2 11 Install HardieSoffit Panel.Ddf Impact Resistant: N/A FL13265 R2 11 NOA 15-0122.04.Ddf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: For use in HVHZ install in accordance with NOA 15- Created by Independent Third Party: No 10122.04. Evaluation Reports 1L13261 R2 AE ER RIO -2554-15 Soffit wood metal.odf FL13265 R2 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Soovnaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rat 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 mad. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval ® i< Accepts: El o Credit Card Sate hitpsl/www.floridabUlding.orgfpr/pr appdll.aspx*pwam=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkrwgYuSo/o2bAvrlw7KTav2gCcCpg%3d%3d 212 Florida Product Approval HardieSoffit° Panel 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 /-Z. >o Siding JamesHardie STRAIGHT EDGE. STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 0 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS" PRODUCTS visit ve.-at amvshardwcrxnforthemostrecen[version. IMPORTANT, FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONED INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: p CUTTING INSTRUCTIONS Our00oFts t Postcon ounq ski: at so J>at :wnd nr blo•.v dust a':ray from user and others n esorlvng area 2. Use one of Te .aloang meTals. a. Past. i Shears (mar al. elemr a pnecrt P b. Bear: i Dust rW Crq prcUm smy a;Apped vsih a HardeBlads' sa:v Made and FfEPA vacuum axuacvn c. Good: . Dust ud.erg orcUar suv veh a H,v6e81,0 z.v Matt cry tsa'u 'ter to wcderaie curag INDOORS i Cu! only us.rg shears (marual, electric or preumauc). 2. Posicon cutting station in vie,l•vendiaied area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at bun joints. Carry planks on edge. Protect edges and comers Irom breakage. Jamesg ltardie is not responsible for damage caused by improper storage and handling of the product. PIEVER use a power saw •ndws PffYER tsa a cfp.lar s vi bsdt that does not carry Te HardeUlade sari blade vademark MEYER dry sweep — Use wei st.ppression or HEPA Vacuum Impo;'nt Plo:e For maximum poteciicn ('oaesi respirable dist proaxiaN. James Fla; a reoarnterrs ah ays usnq'e,•s-naval wr.rg methods :+here feasl>!e 1410SH•appioved respuatcrs can be usad n constriction vadt above clang practces io %rrei reds ce;lust expost.res. Adrffi a al extposwe mtamamn s avad,9bte at vAy.%,nmrJ 0e.cori To help you tkarmne 1s fres appiopiate arerg metal fu rAr pb regtiremens. I cor vein still aims about erpo%re'e:•els a you fo rot comply s•AM the ab,,B prwtces. )Ou shudd a ways corswt a r.;,'ti6ed rthub al hr,•gierosi a cort:lc:.klmes Hardie fa mro imorrat a i GENERAL REQUIREMENTS: HardieShingle siding can be installed over braced wood or sleet studs spaced a maximum of 24" o.c. or directly to minimum 7116" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at wrrm iamehardie com A water -resistive barrier is required In accordance with local building code requirements. The water•resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated houseylrap'. which complies with building code requirements. When installing James Hardie products all clearance details in figs. 1,2.3.4.5.6 &7 must be followed. Adjacent finished grade must slope awray from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products. such that they may remain fn contact with standing water. HardieShingle siding may be installed on vertical wall applications only. DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie' Products. CLEARANCES Install siding and trim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 1 siding concrete foundation i 6min.1 T starter course Maintain a minimum V . 2" Maintain a minimum 1" - 2" clearance beNveen James clearance between James Hardie Hardie, products and paths, products and decking material. steps and driveways. Figure 3 Figure 2 ( vrater sdng resistive 1 boner deck material ` mi t••2 -mi 0t forst nashng Ledger either Barrier, consult James Hardie at 1.866-dHardie or YNivi.hardiewrap.com Ai the juncture of the roof and vertical surfaces, flashing and counterftashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1" . 2" clearance behveen the roofing and the bottom edge of the siding and tnm. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST k+mes Harbe protktcts CCMaitt raspilanla ;r,SWpine gpw.:mtcn is wro:vn to the Swta of Cxlifanu to rause ru;er mn is ten5rdereo a; IARC attn rpOSH to ne a cause of ::ricer trop: sato aca oatlatxr sw;ces Steathirlg e cesslve atnalnts of iesixaele silica uusl tit 4w :^.tKe a dlsanling am poiaill?irl 13mi Ilmg *me Caped silicosis. and 1415 been Iilkev :lith olher diseases. Soire sltdaS 3owsi sr^onmg may mpeace tW.e dslo. Otoing ins4pzlicn of handing: t t 1 •.oak m eutoca areas mthamore venitWica.121 use lire; conem shears ter cuffing a. *here nol ieaside, use a HadieFiiie' szw made xttd mnr•rerptptty dtcular it:v anechad N a NEPA Japltrm; lit sa;n ddR'IS In pia irrtrretlelC area: td) :Ye'1 3 preceryfineo. fiOSFlaaaoseo dust mask a respbala te.g. W95l m 3UAroance :nth awftade rpvenirent regW.bora zno ran ilwiver rlsrntbons to ocher irnl rtswaule silica exoosmes. Doing clean -du. use HEPA vacuums of ,ret cleanup nous • nese; dry sv za. For lunna .uarrawn, rete Io Stu inslallaion instructions 3rxl klatertal Salah Data Sheet 3vaAv* ,u rnwr ian•e0adfe.,zn! or Dy -3" 1 •d00.9Hr,R01E t• 800.9,12.12-13: FRILL r.E vt) ACIIEPE 'n CUR NAR M(Z ?.W. AND UIST,1LU1lON IHSTRUCT!OrIS hIA'i LEAD TO SERIOLS PERW,nAL p•UJY nR DE; TH ^ HSI H21N115 6/13 Maintain a 1/4" clearance between the bottom of James Hardie' products and horizontal flashing. Do not caulk gap. Figure 5 ding 0not 1,4' gap Caulk S'.9 Maintain a minimum 1" gap between gutter end caps and sitting & trim. Figure 6 gutter and end cap fasda Figure 7 KICKOUT FLASHING Because of the volume of water ;hat can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidevrall. The roof must ba flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It Is best to install a self -adhering membrane on the viall before the subfascia and trim boards are nailed in place, and then come back to install the kickoul. Figure 7, Kickout Flashing To prevent water from III 1_j dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 ' .hashing snail be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° - 110" to maximize water deflection TRIM CONSIDERATION: Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" reveal. If additional triol depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). GABLE INSTALLATION: BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Y?' or larger such as dryer vents should have a block of trim around point of penetration. Installation over sheathing Is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16" to both the left and the right of the center line and snap a caulk line 3) Measure up 2" if you are off a roof line or %" if you are starting above a band board 4) Set the bottom of your 1 %" starter strip at that line 5) Place your 8 /J" Starter Course -bottom level with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical line left of center It you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately 1/"above Key ways 5 per full panel Center Nail can be either one of the ke ways. Stay by keyway to avoid shiners) (EXI) Blue Dots show nail placement 8) Measure up 7' with straight and 6' with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your xray up the gable make sure you Keep your Ctrl Pieces you will use the pieces on the edges of the gable (E`(2) 12) Edges Gable butting into trim leave a 1/8' Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Figure 9 r'nlcertllrJ,ywe Figure 10 t snrt u Figure 11 g S'Jtta naAire SreudMkdeSLtkew^ laFF", cet 3r•yf er, 1: glle 16 110, 11r, J19•r,Ot 9 rdsl Iry 1 S , 11W WAVP d\M :J InC • I:YMr'rJly yea OW ler lit wile, CCU*3 1 1 11 1 r i r 11 Figure 12 Figure 13 Warn ,annl Is a) Figure 14 r it:e e 7LC5fin Cd a?Jit Ine IJ1' Ic.J: Ir? i1'Jlr ;wt / :,11Jn rNM :e2 11'X:01:1 it (071 III! JOCYJ plydi,1 fam'd 111110 fS.•f 1!+1)P ;.n vrArO'C.l of ,Il,rttlki tern 1017 N of y!t; ngf) 71'4 K.- 3" mr-JrcW U It 4-e *,art Uarla mql he ,eh om b'U JCz nrMGl lave lc':v:1J11 K'4NWAVIlle Illi IPanels can also be installed direct to stud uo to 2='0C. Note: S11 Aped chalk tines help guide inSiallation. r.en installing straight edge panels or Intlivldual shingles use a straight edge on bottom edges it uniform straight edge is dewed HS11121 P2i5 8113 HARDIESHINGLE' STAGGERED EDGE PANELS INSTALLATION Fastener Recuireanents Figure 15 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used ter fastening Steps 1.4 HardieShingle Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle• Staggered Edge Panel Installation Install HardieShingle t panels with joins burled in moderate contact. Due to 15 718" overlapping of the joints, caulk is not required except Where panels abut trim panels boards. (figs 15 & 17). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip, then install a 8.1/4" gide HardiePlank' lap siding ------ starter course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shDwn (figs 15 & 17). When installing over a bared board or any horizontal surface leave 114" gap between bottom of siding and flashing. 118- min. 16" or 24" Trim gap for° c I water -resistive barriercaulk sheathing 1IIIII I II II 1 I DO NOT NAIL THROUGH V II course 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course . position nails on nail line and secure into framing. along the v/all. Only when application is to minimum 7116' thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nails on nail tine spaced a cavity (16' or 24" OC). again abutting the cut end into Ute trim (figs 15 & 17). maximum of 13 314' o.c. Allow 318' from panel edges steps s a 6 This is to prevent pattern repetition. Repeal step 3. 1/3' min. gap for caulk 5) Start the third course, by removing the equivalent of two full stud cavities (figs 15 & 17) and repeat step 3. 6) Continue up the %Nall repeating steps 2 through 6 until desired height is reached. third 6 course L ----- Note:___- Note: For aesthetic purposes you may trim second ' 1 trim fust panel 8 1/4" 1 y," to hit center of HardiePlank` starter furthest stud lap siding strip li 11 course • 11 the bottom of the panel to create a straight _ __ __ edge. If doing so, ensure all cuts ends are 3courseproperlysealedandpainted (fig 14) Figure 16 114" gap Do not caulk. . • • • . • • band board HARDIESHINGLE' STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100sq.11.) of product coverage = approxiinately 50. based on a maximum 6" exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 15). 7" EXPOSURE HARDIESHINGLE" STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCI IONS ABOVE Steos I .4 Figure 16 Sieos 5 & 6 Trim 1/W min. -16" or 24" yl water -resistive 1/8' min. 1 gap for I O.C. barrier gap for J_ Caulk _ I caulk sheathing I II II I II II 1 00 NOT NAIL THROUON 1 7' I I THis AREA 15-1 /4" parts second trim first panel 8Y." 1%" course to hit center of HardiePlank" starter furthest stud lap siding strip position nails on nail line and secure into framing Only when appticabon is to minimum 7/16" thick APA rated sheathing. position nails on nail line spaced a maximum of 13 3/4" o c Allow 3/8' from panel edges HARDIESHINGLE° STRAIGHT EDGE PANEL COVERAGE Panels fa 9devvall applications are available in 43" lengths Pieces needed for one square 000sq.ft.) of product coverage = approximal* 43. based on maximum 7" exposure 15-1/4' panels J- HS11121 PYS 6/13 HARDIESHINGLE'INDIVIDUAL SHINGLE INSTALLATION HardieShingle' Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to ninimum 7/i 6" thick Figure 18 Trim 1/8* min sheathing. Fastener Requirements 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used fcl fixing HardieShingle siding to 7/16" thick APA rated sheathing HardieShingle" Individual Shingle Installation Dile to overlapping of the joints, caulk is not required except where panels ------ about trim boards. Space shingles a maximum 1/4" apart and leave a T minimum lap of 1 1/2" between successive courses (ig. 19). 15-114" 1) Install 1 114" starter strip and a 8 1/4" vide HardiePlankt shingle siding starter course. _ _ 1_ 2) Install first shingle from the end abutting trim. Install widest part of shingle placed down%vards. (fig. 18). 3) Secure shingle. leaving a 1 /8" gap for caulk at trim and continue the course along the wall. J 4) Start the second course. leaving a minimum lap of 1 1/2" between successive courses, again from the end abutting the trim. Repeat stop 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLE11 INDIVIDUAL SHINGLE COVERAGE Individual Shingles for sidewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. ft.) of product coverage: 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 10" 15 HARDIESHINGLE"HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle' Hall -Round Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle Half -Round Panel Installation Install HardieShingle,, panels with joints butted in moderate contact. Due to 16" or 24" ,_I water -resistive Figure 19 15.1/4" shingle t - 7" max. exposure 4--- Figure 20 overlapping of the joints, caulk is not required except where panels abutt 1/8ogap trim boards. (fig. 20). Ensure keyways do not line up on subsequent courses. caulk 1) Install a 1-1/4" startersirip, then install a 8-1/4" wide HardiePlankr lap siding starter course. 2) Place first panel so that panel end centers over stud. Trim panel as 15 114" needed. Butt the cut end into trim as shown•, (figs 20). When installing shingles over a band board or any horizontal surface, leave 1/4" gap between bottom of siding and flashing. _ 3) Secure panel. leaving 1/8" gap for caulk at Dim and continue the course along the wall. J.) Start the second course. by removing the equivalent of one full stud cavity 1 G" or 24" 0Q, again abutting the cut end Into the trim (fig 20). This is to _ prevent pattern repetition. Repeat step 3. 5) Start the third course, by removing the equivalent of two full stud cavities a figs 15 R 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height Is reached. HARDIESHINGLE HALF -ROUND PANEL COVERAGE trim board postion nails on nail line a a 1 W. minimum 318' from edge HafdwePlank' starter lap siding strip Install :/ilh the :videsl pari of the shingle placed downwards position nails into framing througn previous courses. t Only when application is to minimum 7/16' thick APA rated sheathing, position nada spaced amaximum 13 3/4' o.c Alloy 318' from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. water -resistive barrier' space shingles max 1/4' apart eave a min lap f 1.112' between Ants In suomsive ourse 1 114" starter strip 8-1/4" HardwePlank' lap siding HS 11121 P4/5 6113 CORNER DETAILS Figure S A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. D. Laced inside corner. minimum (1') thick trim WINDOWS AND DOORS 11 ' - 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. Triming for the A n th r Min ma throve off the s cin above the breakopeninganus1geesuupypag 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 humid 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 it 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 hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace naiq. Do not use aluminum fasteners, staples, or clipped head nails. D UITM countersunk, fill 8 add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PNEUMATIC FASTENING 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. It setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not 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-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM 0920 Grade NS. Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufactuers DO 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 ColorPlus' product versions of HardieShingle" Siding require a field applied prime coal. 100% acrylic primers and topcoats are recommended. Do 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 & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product. then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlur Technology touch up applicator Touch-up should be used sparingly. It large areas require touch-up, replace the damaged area with new HardieShingles siding with ColorPlus Technology. Laminate sheet must 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 cut edges using the ColorPlus Technology edge waters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James 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 HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS' TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust. dire, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" 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 ColorPlus products, refer to the ColorPlus touch-up section RECOW110N: In accordance :•nth IMES Ehahraton Report ESR -2290. HzrdieShi gle by siding :s recognized as a suitable alternate to that specified in: the 2006.2009.82012 international Wdpaiat Code for Ore- and TV&Famlly ave6ngs, and the 2006.2009.8 2012 intematArel Buildng Cade.. HardsShinple tap WM is aim recognized for application in the fo0orring: city of Los Angeles Researdr Won No. 24662, State of Florida tiring FLrt889. Dade county. Florida NDA No. 02.0729.02. U.S. Dept, of HUD Ma•,erials Release 1263c. Teras Department of ketrarce Product Eraba'Jon EC -23, city of New Yak MEA 223.93.1, and California DSA PX019 These documents should aim be carrAted for additional information mnoeming the suitablity of this product for specific applications m 2013 James Hardie Building Products, Inc. All rights reserved. Please visit www.jameshardie.com for Additional TM, SM, and ® denote trademarks or registered trademarks of Product Information and Availability. Ja mesHa rdle James Hardie Tecnnology Limited. T Is a registered Installation Information, Warnings. and Warranties trademark of James Hardie Technology Limited. HSI 1121 P5e5 6113 I RaMo. aAutnaM d Business & Professional RegutatioriSCISHomeLogInUserRegistrationHotTopics rf. Florida Building Code Online I U' SUDmit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Mao Links Search Product Approvaldj*r USER: Public User Prn,igft -%ooroval >lenu > P :+dc5 nr aoalicn[Inn S•:+rn > "'rcb-nl Mr Ust > Application Detail 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 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilslnc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.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 F1.121,94 R3 Col ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code httpsJ/www.f oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDquk24AUC% 21EHMrNrkL4bysALEZSXMjsX5GE0%2fiCXzYpyxA*1o3d%3d 112 2/1512017 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 summary of Products FLA Model, Number or Name Description elumunrnln [nils Aluminum Soffit Aluminum soffit panels Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A i Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Installation Instructions FL12194 R3 11 ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.Ddf Verified By: Zachary R. Priest PE -74021 Created by independent Third Party: Yes Evaluation Reports FI v194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 offits f Created by Independent Third Party: Yes Contact us :: 2601 Blair Stone Road, TallaMsscc FL 32399 Phon • 8 Ze The State of Florida Is an AA/EEO employer. Copyright 2007.2ol3 State of Florida.:: Prlvocv Statement :: aMAssibility Statement :: Refund Statement Under Florida law, email addresses are public records. 11 you do not want your o•mall address released in response to a public•records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. U you have any questions, please contact BSO.487.1395. -pursuant to section155.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 155. F.S. must provide the Department with an email address if they haveone. The emanls provided may be used for official communication with the licensee. However email addresses are public record. 11 you do not wish to supply a personal address, please provide the Department with an email addressddess can be please ix which madeavailable to the public. To determine If you are a licensee under Chapter 455, Product Approval Accepts: Credit Card Safe https'/lwww.11oridabuflding.org(prlpr app dtl.aspx?param=wGEVXQwtDquk24AUC%2(EHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxA%3d%3d 2/2 TRINITY: ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate ofAuthorrzation #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 Revision 2:06/23/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABEUNG: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. 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 IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages 1 through 3, plus a 16 -page Appendix. Prepared by: 0 3,%% yao.sv ee.. Or •ryE The IaoenRo tool eopeatlnl via%author4ed by Roben Nlemmen, Robert J.M. Nieminen, P.E. Ta,M FSa';,: P.E. on 06/23/2015. This does not some as an electronkal signed dowment. Signed, sealed herdcopks hew been transmitted to the Florida RegistrationNo.59166,FloridaDCAANE1983 a`/.':a a`' Product Approval Administrator and to the named Oster. CERTIFICATION OL 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 in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 1 J TRINITY, 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 Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: IaWx Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 2847W 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 inz/ft for the 16 -inch 'full vent' configuration, 11.1 inz/ft for the 16 -inch 'center vent' configuration, 12.5 inz/ft for the 12 -inch 'full vent' configuration or 4.2 inz/ft for the 12 -inch 'center vent' configuration. See Appendix 1 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 Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Installations shall meet the minimum ventilation requirements of FBC Section 1203.2. 5.4 Limitations relating to design wind pressure resistance are provided in Appendix 2. S.4.1 "MDP" = 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 MDP 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 7-30, multiplied by 0.6 in accordance with FBC 1710.9.4. 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GC,; _ ± 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 7.30 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 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 AH1 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, I.I.C. Evaluation Report A33360.02.09 -R2 Cerd/Jcate ofAathoriration #9503 FL12194-R2 Revision 2: 06/23/2015 Page 2 of 3 TRINITY ERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / 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 the minimum embedment depths noted in Appendix 2. 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 this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FOC 1710.9. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9130; (813) 621-5777 THE 16 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A33360.02.09•R2 CertlJkote of Authorisation #9S03 FL12194•R2 Revision 2:06/23/201S Page 3 of 3 J TRINITY ! ERD 0 740" 238" F' CHANNEL (3/8.1 ALUMINUM 0.0165" nominal thickness Exterior Research and Oesign, U.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0.125 rYP. 2 625 REF. 50 TYP. a00000 00000 000000 aoaoo ooa000+ aoaoo WW[ OMR PAA RN (F•, CPUFl LOWERS FORMED W SWE oiRECnoN As RPoBs) Evaluation Report A13360.02.09 -R2 for FL12194•R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 I6_fSR -WM Is- cruaca-A& Exterior Research and Design, I.I.C. d/b/a TnnityI ERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 TRINITY ERD 16 . .o cerci Evaluation Report A13360.02.09 -R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2:06/23/2015 Appendix 1, Page 2 of 2 I I TRINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WINO PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 1&2 12 F -Channel (nailed to wood or block) Fascia Cap +40.0 1-40.0 2-3 A-2 3 12 F -Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4.5 A-3 4 12 1 -Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 B-1 5 16 F -Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F -Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9.10 B-3 7 16 F -Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11.12 B-4 8 16 1 -Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13-14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2. "MDP' = 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 MDP for the selected soffit Installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. 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. 4. Tables are limited to enclosed buildings (GCo _ 10.18), no load combinations (K, = 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 falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. S. Reference to "OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6. 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 roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4.1 of ASCE 7-10. vl Oleo , 7. 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. 8. Panel fasteners shall be corrosion resistant. Exterior Research and Design, LLC. d/b/a Trinity I ERD 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 1 of 14 TRINITY ERD TABLE A-1: 12 -inch Span, F -Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. IY.-inch 3/8 -inch head One (1) min. long x 0.072 -inch 1. 12 Wood diameter nail, 24" o.c. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 140.0 min. 1.25 -Inch crown staple 3/16 -inch head embedment diameter trim nail One (1) Min. One (1) min. I%-inch Concrete 0.097 -inch One (1) min. long x 0.072 -inch 2. 12 or CMU diameter T -nail 24" O.C. Wood 3/8 x 3/8 -inch 16" o.c. diameter x mm. 36" o.c. 40.0 block or stub -nail, crown staple 3/16 -inch head min. diameter trim nail embedment Min. 3/B" haa:l dia, nail with min. engagamantlfor wood 9ubutrata) or min. 0.047" dla. T -nail or stub nail with min. 5/9" en9399mentlifor concrete or bloc): 3lln3trnte) , apaced az; noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL stood, Conc-- or Block W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A33360.02.09•R2 for FL11194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 2 of 14 TRINITY ERD Table A -1a: System No. l & 2 - Exposure B Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone Eave Height if t) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 ISO 160 170 O<h<30 4 OK OK OK OK OK OK OK 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 OK NO NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK NO NO NO NO Table A -1b: System No. l & 2 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 O<h<35 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 20<h<30 4 OK OK OK OK NO 5 OK OK NO NO NO 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40ch<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK NO NO 5 OK OK NO NO NO Table A -1c: System No. i & 2 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0<h<15 4 OK OK OK OK S OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20<h<30 0 OK OK OK NO 5 OK NO NO NO 30<h<40 4 OK OK NO NO S OK NO NO NO 40<h<50 4 OK OK NO NO S OK NO NO NO 50<h<60 4 OK OK NO NO S OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization N9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09 -R2 for FU 2194-112 Revision 2:06/23/2015 Appendix 2, Page 3 of 14 c — c_rhnnnPl ittaoled to wood) & Fascia Cap 3/4' X 1/4' \ CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4' TRIM NAIL) F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. HUNG FLANGE UP OR DOWN bstrate Iod i TRINITY ERD Eave Side 190 Wall Side Soffit Fascia Cap F -Channel Max. Max. MDP Fastener spacing Fastener SpacingSystem No. Span inch) SubstrateFThree Max. Fastener Spacing S, inch long x 0.072• 48.0 Y. -Inch crown 8" o.c. 3) min. 64.2 staple min. %-inch head 4 inch diameter trim nail 3. 12 wood wn staples 24" o.c. W 0 < h < 30 5 OK OK in a diamond OK OK OK OK pattern OK 3/4' X 1/4' \ CROWN STAPLES USING A DIAMOND PATTERN I 1-3/4' TRIM NAIL) F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. HUNG FLANGE UP OR DOWN bstrate Iod i TRINITY ERD Eave Side 190 200 Soffit Fascia Cap OK Max. Max. MDP Fastener spacing Fastener Spacing psf) OK One (1) min. IV, NO One (1) min. Y. x inch long x 0.072• 48.0 Y. -Inch crown 8" o.c. Inch diameter x 48" O.C. 64.2 staple min. %-inch head 4 OK diameter trim nail OK OPEN RAFTER FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER SOFFIT- max, 12 -inch span SUBSTRATE I __ 1' SOFFIT STAPLE DIAMOND PATTERN AI1 r—Al FACIA BOARD 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4' X 1/4' CROWN STALE SOFFIT __ SOFFIT & FASCIA DEIAIL Table A -2a: System No. 3 - Exposure B 190 200 OK OK OK OK OK NO OK OK OK OK Basic Wind Speed (mph) NO Eave Height (ft) Pressure Zone 110 120 130 140 ISO 160 170 4 OK OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK OK OK OK 4 OK OK OK OK OK OK OK 30 < h < 40 5 OK OK OK OK OK OK OK 4 OK OK OK OK OK OK OK 40 < h < 50 5 OK OK OK OK OK OK OK 4 OK OK OK OK OK OK OK 50 < h < 60 5 OK OK OK OK OK OK OK Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 180 190 200 OK OK OK OK OK NO OK OK OK OK NO NO OK OK OK OK NO NO OK OK NO NO NO NO Evaluation Report A13360.02.09 -R2 for FL32194-R2 Revision 2:06/23/2015 Appendix 2, Page 4 of 14 E. TRINITY, ERD Table A -2b: System No. 3 - Exposure C Eave Height(ft) Pressure Zone Eave Height (it) Pressure Zone 110 120 130140 Basic Wind Speed (mph) 150 160 170 180 190 p < h < ] 5 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15 < h < 20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK 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 40 < h < 50 4 OK OK OK OK 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 110 120 130 Basic Wind Speed (mph) 140 ISO 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 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<h150 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2: 06/23/2015 Certificate of Authorization N9503 Appendix 2, Page 5 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY ERD TABLE A-3: 12 -inch Span, J -Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J -Channel to Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 170 Substrate Soffit to J -Channel 200 Soffit Fascia Cap OK OK Max OK OK OK OK OK Max. OK Max. NO Max. 4 Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psi) OK OK OK 5 OK OK OK OK OK OK OK OK NO NO One (1) 4 OK OK OK One (1) min, lY.- OK OKI OK OK OK NO Three (3) I NO min. #8 x One (1) inch long x min. Y. x Y.- Kinch min. Y. x 0.072 -inch 48'0 4. 12 wood inch crown 24" o.c. long x 16' o.c. Wood Y. -inch 8" o.c. diameter x min. 48" o.c. 64'2staplesina3/8 -inch crown Y -inch head diamond head staple diameter trim pattern diameter nail strew 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN OPEN RAFTER ' 1 V;^.VKX ` 1 SOFFIT STAPLE IST r ; DIAMOND PATTERN 11 FACIA BOARD yr crvcwi DETAIL sTrus i i FASCIA CAP I 1_ 3/4' X 1/4' CROWN STAPLE 'a- ON CENTER J–CHANNEL 1-3/4' TRIM NAIL screwed co cortiL PAINTED S.S. 48' with cnefi! 48x 1/2' x 1/9• head O•C- diamecer screw. l6• o.o. SOFFIT–max. 12 -inch span WOOD OR BLOCK SUBSTRATE 1-3/4' TRIM NAIL I FACIA BOARD PAINTEO S.S. FASCIA CAP 3/4' X 1/4 - CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table A -3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 170 180 190 200 0<h<30 4 OK OK OK OK OK OK OK OK OK OK S OK OK OK OK OK OK OK OK OK NO 30<h<40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40 < h < 50 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 4 OK OK OK OK OK OKI OK OK OK NO 5 OK OK OK OK OK OK OK NO NO I NO Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report A13360.02.09 -R2 for FL12194-RZ Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 6 of 14 TRINITY ERD Table A -3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Eave Height (1t) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 180 190 0<h<15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK I OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK 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 40<h<50 4 OK OK OK OK 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 NOL NO NO 5 OK OK OK OK OK NO NO NO NO Table A -3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 ISO 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 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 OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A13360.02.09 -R2 for FL12194-112 RevCertificateofAuthorization #9503 Appendix 2, Page 7 of 14 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 x 1 TRINITY , ERD TABLE B-1: 16 -inch Span, F -Channel (nailed to wood) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia Cap Basic Wind Speed (mph) Pressure Zone 110 Max. Max.Max. 4 MDP System Span Max. SpacingFSubstrate No. (inch) SubstrateF(I)min. OK Fastener Spacing Fastener Spacing psf) OK OK OK One 11) min. OK NO NO One OK OK NO inch long x 0.072 - OK NO 4 One (1) min. 3/8inch OK diameter x 36" o.c. 25.6 5. 16 Wood diameterna, 24" o.c. Wood x 3/8 -inch crown 16" o.c. min. 3/16 -Inch min.1.25•inch staple head diameter embedment trim nail Table B -1a: System No.! Eave Height (ft) O<h<30 30<h<40 40<h<50 50<h<60 Ln. 3/3" head 116, nail va : mnn. ongx3cnontc!or wood auoatrata! or n.;-,, a 0?7" d:a T•na11 or stub nail oah c:r.. 5/6" •a3agsnsntlfor con_. or blr.c'r a nocwd cva ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Evaluation Report A33360.02.09 -R2 for FL12194•R2 Exterior Research and Design, I.I.C. d/b/a TrinitylERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE -59166 Exposure B Basic Wind Speed (mph) Pressure Zone 110 120 130 4 OK OK OK 5 OK OK NO 4 OK OK OK 5 OK NO NO 4NOOKOK NO 5 OK NO 4 OK OK NO 5 OK NO NO Evaluation Report A33360.02.09 -R2 for FL12194•R2 Exterior Research and Design, I.I.C. d/b/a TrinitylERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY. ERD TABLE B-2: 16 -inch Span, F -Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia Cap System Max. Span MDP sfP ) Max. Fastener Max. Spacing Fastener Max. spacingB No. inch) Substrate Fastener Spacing Substrate One (1) min. one (( inch One (i) min. IY.- inch long x 0.072 - Concrete diameter T -nail Wood One (1) min. 3/8 x 3/8 -inch crown 16" o.c. inch diameter x L36'.c. 33.3 6. 16 or CMU or Stub -nail, 24' o c min. 3/16 -inch block min. 5/8 -inch staple head diameter embedment trim nail Min. 3/8" head dia. nail with min. IV' enga"menc(.or wood subs.rato) or min. 0.097" dia. T-nasl or stub nail with min. 5/8" an•3a34nenc(fcr concrete or block. subetrace), srnCed as noted 6b07-3. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL utood. ConC•• or 61ccY, t•1 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 SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY, ERD Table 8-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 0 < h < 30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < h < 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 OK NO 5 OK OK NO NO NO Table B -2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 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 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 Ox OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 NO NO NO NO Table 8-2G System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 4 OK OK 5 OK NO0<h<25 4 OK OK 5 OK NO15<h<20 4 OK OK 5 NO NO20<h<30 4 OK NO 5 NO NO30<h<40 4 OK NO 5 NO NO40 < h < 50 4 OK NO 5 NO NO50<h<60 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 FL22194-R2 Revision 2: 06/23/2015 Appendix 2, Page 10 of 14 l TRINITY ERD TABLE B-3: 16 -inch Span, F -Channel (stapled to wood) & Fascia Cap Wall Side Eave Side Eave Height (ft) F -Channel 110 Soffit Fascia Cap ISO 160 0 < h 130 4 Max. OK OK OK MDP OK 5 OK OK OK OK NO NO Max. 4 Max. System No. Span inch) Substrate Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing PSI) OK NO 5 OK OK OK NO NO NO 50 < h < 60 4 OK OK One (1) min. I% - NO NO 5 OK OK OK NO NO NO Three (3) min. One (1) min. Y. x inch long x 0.072- 27.0 16 wood Y. x Y. -inch crown staples 24' o.c. wood Y. -inch crown 8" o.c. inch diameter x 48" O.C. 36.1 7. in a diamond staple min. Y. -inch head diameter trim nail pattern SOFFIT STAPLE OPEN RAFTER ; DIAMOND PATTERNI 3/4- x t/4' L— r AI CROWN STAPLES >/r 4ti1lO" VSING A DIAMOND sr.nis PATTERN I FACIA BOARD i t -Il J FASCIA CAP 3/4- x 1/4- CROWN 1-3/4" TRIM NAIL FACIA BOARD STAPLE -a- ON CENTER PLANTED S.S. t-3/4- TRIM NAIL F' CHANNEL CAN BE PANTED S.S. 48- fASC1A CAP INSTALLED WITH THE O.C. 3/4- x t/4- NAUNG FLANGE UP OR CROWN STAPLE ppWN 50rn7_ max. 16 -inch $P00 SOFTIT WOOD SOFFIT &FASCIA QUAIL Table B -3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 ISO 160 0 < h 130 4 OK OK OK OK OK OK 5 OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK NO NO 5 OK OK OK NO NO NO Evaluation Report A13360.02.09 -R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinityl ERD Revision 2:06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE -59166 J TRINITY ERD Table B -3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed Imph) 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK OK NO 15 < h < 20 4 OK OK OK OK 5 OK OK NO NO 20 < h < 30 4 OK OK OK I NO 5 OK OK NO NO 30<h<40 4 OK OK OK NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 OK NO NO NO Table B -3c: System No. 7 - Exposure 0 Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 0ch<15 4 OK OK OK 5 OK OK NO 15<h<20 4 OK OK OK 5 OK NO NO 20 < h < 30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40 < h < 50 4 OK OK NO 5 NO NO NO 50 < h < 60 4 OK NO NO 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity( ERO Evaluation Report A33360.02.09 -R2 for FL12194•R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 12 of 14 TABLE B4: 16 -inch Span, JI -Channel (stapled to wood) & Fascia Cap Wall Side 1 -Channel Max. System Span Max. No. (inch) SubstrateF(3) Spacing Substrate 16 wood 24" O.C. Wood in a diamond pattern OPEN RAFTER 3/4- X 1/4- CROWN STAPLE '24* ON CENTER USINC A DIAMOND PATTERN 0"NEL 1-3/4' TRIM NA1LJ PAINTED S.S. 48 - D.C. AFRr-max. 16 -inch span WOOD OR BLOCK SUBSTRATE TRINITY ERD Eave Side Soffit Fascia Cap MDP Eave Height (ft) Pressure Zone 110 Max. Fastener 140 Fastener spacing Psf) OKOK One (1) min. 1Y. - OK 0<h<30 5 One (1) min. Y. x OKNO inch long x 0.072- 23,5 inch crown 8" O.C. Inch diameter x 48' o.c. 314 staple 30 < h < 40 5 min. Y. -inch head OK NO NO diameter trim nail OK OK WV KWUN SOFFIT STAP L itDIAMOND PATTERN DETAIL FACIA BOARD c W,Ka• FASCIA CAP 3/4' X 1/4' CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE -8- ON CENTER PAINTED S.S. FASCIA CAP 3/4- X 1/4* CROWN STAPLE SOFM SOFFIT & FASCIA DETAIL Table B -4a: System No. 8 - Exposure B Speed (mph) Eave Height (ft) Pressure Zone 110 iZOMOK Basic Wind 140 ISO 4 OK OKOK OK 0<h<30 5 OK OKNO NO 4 OK OKOK NO 30 < h < 40 5 OK OK NO NO 4 OK OK OK OK NO 40<h<505 NO NO NO 4 KOKOKNO NO 50<h<60 5 OKOK K OK NO NO NO Exterior Research and Design, I.I.C. d/b/a Trinity IERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2:06/23/2025 Appendix 2, Page 13 of 14 i TRINITY! ERD Table B -4c: System No. 9 Eave Height If t) 0<h<15 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 Evaluation Report A23360.02.09 -R2 for FL12194•R2 Exterior Research and Design, LLC. d/b/a Trinity I ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 Exposure D Basic tend Speed (mph) Pressure Zone 110 120 4 OK OK 5 OK NO 4 OK OK 5 NO NO 4 OK NO 5 NO NO q OK NO 5 NO NO q OK NO 5 NO NO q OK NO 5 NO NO Evaluation Report A23360.02.09 -R2 for FL12194•R2 Exterior Research and Design, LLC. d/b/a Trinity I ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 2/1512017 Florida Building Code Online 1 { je a , L•Lt lQ SCIS Home Log In User Registration Not Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links search b a r :. '~ Product Approval IUSER: Public User Product nprnval Mer." > n;no'ct or eoolrcation Search > Pochconon Lis: > Application Detail FL # FL10124-R19 ff Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method GAF 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Robert Nieminen lindareith@trinityerd.com Beth McSorley (current) 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE V Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10124 R19 C01 2016 01 COI Nieminen.odf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 httpsl/www.tloridabuilding.org(pr/pr app dtl.aspx?param=wGEVXOwtDquracBeVCbciMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQa/o3dalo3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles I Limits of Use Installation Instructions Approved for use In HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shlnales FL10124-R19.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an WEED employer. Cooydaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.27S(1), Flonds 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 oath the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: 0 O El Credit Card Safe httpslAvww.floridablulding.f3rglpr/prapp dtl.aspx?param=wGEVXOwtDgluacBeVCbdMONZDGZesy3BpT6YGGOoRawtpb5sSbzrBO%3c /o3d 212 TRINITY iERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, N1 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization 119503 353 CHRISTIAN STREET, UNIT 1113 OXFORD, CT 06478 PHONE: (203) 262.9245 FAX; (203)262.9243 Evaluation Report 01506.01.08-R17 FL10124-R15 Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 SCOPE: This Evaluation Report Is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCAANE1983 CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ss`' Ita_M erF's :or; Tw 4 • ••l. The boimge loaf appldiI wanNht"IMd by iaWrl NbnWrn, P.E to 07/33JI015. This Jou nal Mrve Is NMronkaDr Irned daatnam. Sgn/4Mated badwpin have been lrommiltad to the arodva Approval Ad,niAM18MI and to the Ilrned Alen$ CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. J TRINITY ERD ROOFING SYSTEMS EVALUATION: 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. I. STANDARDS: Section Property Standard Year 1507.25, R905.2.4 Physical Properties ASTM D3462 2009 3507.2.7,1,.R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, 3905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, 8905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Enti[v GAF (PDM 1915) PRI (IST 5878) PRI (TST $878) PRI (TST5878) UL (TST 1740) ULITST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) VL (TST 1740) UL (TST 1740) UL(TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) ULITST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) VA. (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) U L (TST 1740) Exterior Research and Design, LLC. Certs/!cote of Authorkotion #9503 Examination Letter of Equivalency ASTM 03462 ASTM D3462 Wind Driven Rain ASTM D3462 ASTM D3462 TAS 107 ASTM D3462 ASTM D3161,TAS 107 ASTM 03161 ASTM D3462 ASTM 03161, TAS 107 ASTM D3161, TAS 107 ASTM 03161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM D3161 ASTM 03462 ASTM 03161 ASTM 03462 ASTM D3161 ASTM 03161, D3462 ASTM D3161, 03462 ASTM D3161, D3462 ASTM 03462 ASTM 03161, D3462 ASTM D3161 A57M D3161 ASTM D3161 ASTM D3161, D3f62 ASTM 03161, D7158, D3462 ASTM 03161, D3462 ASTM D3161, D3462 ASTM D3161, D3462 ASTM 03161. D7158, D3462 ASTM 03161, D7258,03462 ASTM 03161, D7158, 03462 ASTM 03161, D7158, D3462 ASTM D3462 ASTM 03462 ASTM D3161, 07158, 03462 ASTM D3161,07:58, D3462 ASTM D3161, D7158, D3462 Reference SeaI.A.Ridge Impact Resistant IR GAF•059-02-01 GAF•080.02.01 GAF -407.02-01 93NK6295 99NX43835 94NK9632 OINK06632 OINK9226 OINK37122 OINK37122 02NK12980 02NK30971 03CAS367 03NK26444 04NK:31150 04NK23950 C4NX3OS46 04NK22009 04NK22OC9 OSNK27924 OSNX27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31611 06CA61248 07CA32742 OBCA06100 07CASS908 09cA10S92 09CA06856 ODNX06647 09CA27281 10CA35S54 IOCA13686 10CA07264 lOCA11953 IONK11951 1ONK12070 OBCA06100 Date 01/13/2012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 O1/12/200D 03/29/2000 02/02/20C1 OS/21/20C1 12/18/20C1 12/19/2001 04/10/2002 09/09/2002 03/11/2003 10/17/2003 06/07/2004 06/23/2004 03/10/2COS 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2006 10/18/2006 12/Ol/2CO6 12/27/2006 03/:3/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2008 04/01/2008 03/26/2009 O5/15/2009 08/0112C09 08/27/2009 03/05/2010 05/15/2010 05/27/20:0 10/29/20:0 10/30/20:0 11/04/20:0 01/30/2010 Evaluation Report O1S06.01.08•R17 FL101Z4•RI5 Revision 17:03/31/2015 Page 2 of S J TRINITY ; ERD gaits Examination Reference Date UL (TST 1740) ASTM D3161, D7158, D3462 IOCAS3934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,0462 IICA48924 10/22/2011 UL (TST 1740) ASTM 03161, D7158, 03462 IICA47919 12/03/2011 UL(TST 1740) ASTM 03161,D7158,0302 11CA48408 12/08/2011 UL(TST 1740) ASTM 03161,07158,03462 11CA48725 12/09/2011 UL, I.I.C. (TST 9628) ASTM 03462 12CA34891 10/12/2012 U4 LLC. (TST 9628) ASTM D3161, D7158, D3c62 12CASS151 02/15/2013 U4 I.I.C. (TST 9628) ASTM D3161 12CA38083 02/26/2013 U4 LLC.(TST 9628) ASTM 03161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, I.I.C. (QUA 9525) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 UL, I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Myers:own, PA 02/C6/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/20/2015 UL, I.I.C. (QUA 9625) Quality Control inspection Report, R21, N.Ichlgan Cly, IN 02/19/2015 UL, LLC. (QUA 9525) Quality Control Inspection Repon, R21, Shafter, CA 01/05/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, LLC. (QUA 96 25) Quality Control Inspection Report, R23, Minneapolis, MN 07./16/2015 UL, LLC. IQUA 96 25) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 02/11/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 03/05/2015 U4 LLC. (QUA 9615) Quality Control Inspection Report, RZ3, Dallas, TX 02/25/2015 UL, U.C. (QUA 96 25) Quality Control Inspectton Report, R21, Ennis, TX 03/07/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, C4 03/02/2015 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis° WeatherMae, Royal Sovereign' and Sentinel° are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot*, Camelot* II, Country Mansion° II, Grand Canyon*, Grand Sequoias, Grand Sequoia* IR, Monaco*, Sienna', Timberline American Harvest -91, Timberline° ArmorShield'" II, Timberllne° Natural Shadow*, Timberline HD*, Timberline* Cool Series, Timberfine Ultra HD* and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline' Is a fiberglass reinforced S -tab asphalt roof shingle. 4.2 Hip & Ridge Shingles: 4.2.1 Seal -A -Ridge* Ridge Cap Shingles, Seal -A -Ridge* IR Impact -Resistant Ridge Cap Shingles and Timbertex* Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro•Start* Starter Strip Shingles and Weather Blocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for -that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted In Section 4.1 are Classified In accordance with FISC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to v.,,, =150 mph (V,a -194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.42 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with FSC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us In all wind zones up to V„d = 150 mph V„a • 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, LLC. Evaluation Report 01506.03.08-R17 Certificate o/Authoritotion 0.903 FL10124-RIS Revision 17:03/31/2015 Page 3 of 5 J TRINITY ER 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance wi:h the Florida Building Code and F.A.C. Rule 61G20.3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be locally Approved per Rule 611320.3, per FBC Sections 2507.2.3, 2507.2.4 or R90S.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle In accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: D Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 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 Henkel "Loctite PL S30 Roof & Flashing Sealant". 115' Sealant F—(292 Ini) 1' /Saftnto 2 5 mm , ) m;^) Enduit d6tancfidi1e t80A•10 12' 705 mm) 12- 305 mm) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.06•R17 01017/-015 Cerd/ttote of Authorization #9503 Revision 17:03/31/2015 Page 4 of 5 ITRINITYI'ERD 1 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, minlmum 3/84nch head diameter, per shingle and beads of Sonneborn NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 13 5, __..._._..,:- /svalem t• 1;• i' / 3rllanle 5 a°ny i:s m icrduitd'bkecit td I Na0 1r C;Ouer yICS rrrn) 9r rnnf 12' f 1CS Inn%l 6.4.3 -Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FOC 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. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information or. which plants produce products covered by Florida Rule 61G20.3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization 89503 Evaluation Report 01506.01.0&R77 FU0124-RIS Revision 17: 03/31/2015 Page 5 of 5 I 2/15/2017 Florida Building Code Online u Business & Profession Ji fiiiptilYrlit.Y SCIS Nome Log In User Registration Not Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site Map Links Search Florida r ""r Product Approval S I USER: Public User P,oduc' Aooroval '!emu > Nod,,rt er aoehWinn S+arch > Aopllration L s* > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@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 4' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R2 COI 2015 01 COT Nleminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 httpsJtwww.iloridabLilding.orgrpr/pr app dll.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyrAj8kQGQyljaHhVeiOpVSvxwSdCoQ%3da/o3d 1/2 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FOC Approval Date Approved Summary of Products Florida Building Code Online 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description J 115216.1 RhinoRoof Underlayments Synthetic roof underlayments t Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A l Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Installation Instructions FL15216 R2 If 2015 04 FINAL ER INTERth/RAP RHINOROOF FL15216- R2.Ddf I Verified By: Robert Nieminen PE -59166 , Created by Independent Third Party: Yes Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERN/RAP RHINOROOF FL15216 R2. Created by Independent Third Party: Yes Joc4 •I a' Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phony 850.487-1824 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic marl to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.27S(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. Ir you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please clock I1SL. Product Approval Accepts: Credit Card Safe httpsJ/www.0oridabuilding.org/pr/pr app dll.aspx?param=wGEVXQwtDgv3yWKJZ1QRAdhyl2u8kQGQyljaHhVeiQpVSvxwSdCoQ%3d%3d 212 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262.9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140530.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity lERD nor Robert Nleminen, 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. I ... ....The facsimile al appearYig was aulhorlted by RoWrt Nieminen, P.E.on M/27/201S This does not verve non okctionkAv Wined t•r r,'•,, document. Sind, sealed hordcopes have been lransmnted to the Product Approval Administrator and to the named cilent CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity lERD nor Robert Nleminen, 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T3507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507-8.3,1507-9.3,1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 10053939SCOQ-006 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ-002 10/27/2011 ITS(TS71509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140530.02.12-R2 Ceruficote o/Authorizotlon #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No 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. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published Installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140530.02.12-R2 Ceruficote o/Authorizotlon #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted In 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1.5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver. Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, U.C. Certiftcote o/Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2:04/Z7/2015 Page 3 of 3 2(1512017 Florida Building Code Online Ay ^ 7 1 .ilkk?, '+i' - Mr • l• .. !.'. 1YW• . r +. F w .!! i .. t 6I:P b ci:C>+.w!1G SIl: A f1i lWlrr7 IbirW {YiuiYl.iil ili lrWdiiYNi SCIS Home Log In User Registration Hot Topics Submit surcharge stats b Facts Publications FBC Staff SCIS Site f4ap Links Search dbOr oui-- Product Approval USER, Public uur P-ndu(t AMOV31 Menu > 11, Applirerjar SRar^.h > nppllfal•Qn L ;t > Application Detail r r 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-R1 Revision 2014 Approved MILLENNIUM METALS INC. 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com James Buckner jimmy@cbuckinc.net Tonya Steele 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.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 Evaluation Report - Hardcopy Received James L. Buckner, P.E. @ CBUCK, Inc. PE -31242 Keystone Certifications, Inc. 09/22/2026 Steven M. Urich, PE Validation Checklist • Hardcopy Received FL16568 R1 COI CertOfindeo.odf 1709.2 haps://www.11orldabuilding.orgfpr/pr app dll.aspx?param=wGEVXOwIDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPb8ldbgiEG9GRM%2fuw%3d%3d 1/2 2115 2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 Summary of Products FL # Model, Number or Name Description 16568 1 "MMI -2' Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths 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. 16568.2 MMI -2B Off Ridge Vent 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 evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Installation Instructions FL16568 R1 11 01 MMI -2 OffRidgeVent-ASTME330- Steel EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 01 Ml11-2 OffRidgeVent-ASTME330- Steel EVALREPORT.odf Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL16568 RI II 02 MMI -2B OffRidcieVent-TAS 100 EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 02 MI,11-2B OffRidgeVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes 1,. l -•I Contact Us :: 2601 Blair Stone Road, Tallahassee Ft. 32399 Phone, 850.487.1824 The State of Florida is on AA/EEO employer. Coovnaht 2007.2013 State of Florida.:: Privacy Statement :: ACcesSibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. 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 4S5. F.S. must provide the Department with an email address if they have one. The amails provided may be used for official communication with the licensee. However email addresses are public record. it you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4S5, F.s., please dick here . Product Approval Accepts: W1 © 1498 Credit Card Safe httpsJ/www.11oridabt ilding.orglpr/pr app dll.aspx?param=wGEVXOwtDgvgqu2w%2bnFgUF114vGKu5UrT5vMEPbSIdbgiEG9GRM%2fwv%43dalo3d 2/2 CBUCK Engineering Spcacicalty Structural Englne%Pring CBUCK, Inc. Certificate of Authorization #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 FL 16568.1 R1 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 Maur. l4.0w h.l « ts-11 . wa.nr 1x,'1111111", No 312-12 LU = o- s -.,re of •. Z Il lrll` Mgn.a, vgr•cat tr. W.x .x.1 2x.Porr v 1 CBUCK, Inc. 2015.03.02 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 CBUCK Engineering Speclalty Structural Englnelering Manufacturer: Millennium Metals, Inc. Product Name: "MMI -2" Off Ridge Vent Product Category: Roofing FL #: FL 16568.1 RI Date: 2/26/15 Report No.: 15-104-MM2-St0RV-ER_14 Page 2 of 7 CBUCK, Inc. Certificate of Authorization #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI -2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. CBUCK Engineering FL It: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 Speclalty Structural EnQlneerinq CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. 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 of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Ootion for application outside "Limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization a: QUA 1824). CBUCK Englnelering FL #: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-St0RV-ER_14 Page 4 of 7 Specic tj Structural Engineering CBUCK, Inc. Certificate of Authorization x8064 Components/Materials Ridge Vent: "MMI -2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2', 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Report No.: 5 of ] MM215-104 Specldlty Structural EngblPering CBUCK, Inc. Certificate of Authorization 78064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI -2 Off Ridge Vent' assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineerinq FL It: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 Spcaclalty Structural Englneaering CBUCK, Inc. Certificate of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. 1 1 5-1/2" Profile Drawings 18-1/4" 12,, Side View (Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI -2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 3" Higher Slope Back) FL #: FL 16568.1 R1 Date: 2/26/15 Ing Report age NO.: 7 of MM2-StORV•ER_14 CBUCK Englneer Speclalty Structural Englneaerinq CBUCK, Inc. Certificate of Authorization #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. 4" o.c. Typical, Maximum Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. 6R. 8 Ft. Daae 10 Ft. a Base Flange 24" q • y Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fasteners) 11 Gauge Fling Shank Roofing Nail OR 10 min. Wood Screws REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR -DETACHED Permit # 17-1199 Address: 2928 Gipper Circle BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final G4.+ y. ,, li'+y fes'" !?^ : yam Yf Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final G4.+ y. ,, li'+y fes'" !?^ : yam Yf Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final CITY OF SANFORD BUILDING & FIRE PREVENTION tia PERMIT APPLICATION Application No: Documented Construction Value: $ 3, 6-10.0-0 Job Address: Z.11% &t ooeo_ C1,ec4 E Historic District: Yes NoN Parcel ID: Residential R1 Commercial Type of Work: New'@ Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: D2 914C)PqFGt% Title: V JA Phone: 3,x/ -2_77-/7k_ Fax: 3a/-2y7-03 6 Email: evkAwD9a®vG-r,.c.co Name 31.4&1 11) A)"K441, #0170.r Street: City, State Zip: Name Z)Aa Jy I &uKAQ) Street: /06$ N"_ OA+cs,/&wn City, State Zip: 0&PF0v FC•3Z7t . Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: Resident of property?: Contractor Information Phone:--217'"/7+' Fax: 3.z-/- 207- 03/, State License No.: CFc 0,27-1 sf Ll 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Flonda Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 2 /- SZZZZ17 Signature Contractor/Agent IDate Print Contract /Agent's Name OF. iy i7 DEBBIE BLANTON MY COMMISSION # rF 178648 EXPIRES: February 25, 2019 Bonded Thru Notary Public Underwriters Contractor/Agent is Personal Known to Me or Produced ID Type of ID e- v -p - 3 j %I \ 2-. -. BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised- June 30, 2015 Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application CITY OF SANFORD e, yN aJ '`' BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /%—//l y 1 Documented Construction Value: $ ,5/po. Ufa Job Address:r/ 6 n fi -c le Historic District: Yes No Parcel ID: Type of Work: New ® Addition Alteration Repair Description of Work: Plan Review Contact Person: Phone: Name Fax: t. O v, ResidentiaW Commercial yl— Demo Change of UseEl Move 54-- z A / ,v-7 d? Email: Property Owner Information Phone: Title: Street: Resident of property? : City, State Zip: Contractor Information Name rl rn a S `! / e-2 Phone: Street: .4 L / ('' Fax: y City, State Zip: SSis7'Js z r' /2f State License No.: moyo C.?19R% Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 ofOwner/Agent Date Sign tore of Con or/AgentDatc Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID P::nit Co mclorMgent's N we/y/ ignaturc of Notary- tote of Florid Date CHAD W COWDERY MY COMMISSION t/ FF985918 p. EXPIRES April 25, 2020 Contract 4bown, to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30.2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT -APPLICATIONIFApplicationNo: 1 • 119q Documented Construction Value: S Job Address: Q9a 0 'I QW I ak.- - Historic District: Yes No Parcel ID: ResidentiaQ Commercial L Type of Work: NewL0 Addition Alteration Repair Demo Change of Use Move Description of Work:q,n-( > ;`1•jc.- l Jn, Plan Review Contact, Person: ' %ft D IrT1 '1(!s Title: Phone: q01-j$5 00 Fax: 3-385.3 Emaik kyat ,t,r, &-n' Property Owner Information Name Phone: Street: S . ___ _ _ - Resident of property? City; State Zip: 1 , ' Col itia for Information Name l-A ! Inin Air- ' 0 Phone: Street: J3TSt=o Fax: 10— _A?, - 3 53 City, State Zip:Saryqwd State License No.: 3 O Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5* Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate >tat work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signatumof Notary -State of Florida Date 4/0117 of Contractor/Agent Name Signature of No ry-State of Florida Maur ` CHERYL D AKERS MYEEXPIRES JuOne 05, 2020962 Owner/Agent is Personally Known to Me or Contractor/Agent is _jefPersohally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application F t STATEWIDE 1-888-831-2665 David Weekley Homes 225 S. Westmonte Drive, Suite 3300 Altamonte Springs, FL 32714 4DEL-AIR State Cert CAC032448 HEATING • AIR CONDITIONING Revised Date: March 13, 2017 Phone: 407-865-8210 Page 1 of 2 Job Name: Reagan Pointe - 34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U -Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 I REAGAN POINTE - 34' COTTAGES 111 I 1NS/FAN- TOTAL LIGHT I CONTRACT 7413 3.0 14.00 8.2 4/0 $6,597.00 Added 3/13/17 7497 2.5 14.00 8.2 4/0 $6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 SEER HSPF 7499 2.5 14.00 8.2 4/0 6,189.00 7510 REAGAN-.POINTE - 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7510 3.0 14.00 8.2 4/0 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump FB4 / CH14NB ) Cust Initials Ili I.. 14 1' % 1 1 CI r r. I R. d C 1 co?7.148 1 COPI'Wo %% %%' FINAL SURVEY LEGAL DESCRIPTION: LOT 9, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 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 CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES 12928 GIPPER CIRCLE, SANFORD, FLORIDA 32773 Site Benchmark Information - 0 # 1 z Find Nail & Disk "LB 2108" at PI of Gipper Circle Tract "F"9 5y and Socrates Way. D.E. & U.E. o Elevation: 48.19' Common Area) oe' 2 7S 'SA9, Fnd Nail & Disk "LB 2108" at PI of Gipper Circle 57 0 08, and Eureka Lane. SQA"' P Elevation: 51.09' rL cam/ 90 , m o 6Lot 10 ytie y co/ .......... 8, of L1 k<•'/fo S 40051'28" W 40.00' (P&M) 0.8 0/ ..... 516. 6 1oF7VinylFence5, i 7 a+ ...... Co T . • • • • • 001 's o`c s s/° L so %oJ cow° o Eo d Roofed' 5 t^ r c s jk Entry ....... S9,9 ...90 ? , ....... ?. ......... / #1 06 .01 0 / rL• Qa tee°O" Fnd. 2" Rebar &%f 0 o O`er C,° Cap "LB 7623" Lot 8 °!2. •o0 See. Lot 9 h Unless Otherwise Noted) 0- 1Qa occ G Benchmark Information- 4g.41 0 Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350'. Elevations are based upon NAVD 88 Datum) C6N o`' 1.7 d Co P.T. located on Lot 7 W E o -Cleanout Water Meter Graphic Scale EB -ELECTRIC BOX ii#2 S 10' 20' 40' Revision: Added Final Survey and Grading- 02/02/18 - BMJ Scale: V=20' Revision: Added Foundation Survey - 8/14/17 - RPS DocuS''i/ Ig__ ne} 1dby: M I .,- osrrnevcrecaaco Field Date: 1 /31/2018 Date Completed: 2/2/2018 NOTES Survey is Based upon the Legal Descriptlon Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Sub)ect to any Easements and/or Restrictions of Record. Bearing basis shown hereon. iz Assumed and Based upon the Line Deno[ed witha"BB'. I hereby Certify that this Boundary Survey of the above Described Properly is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida in accordance with Chapter 5J-17.052 Florida Drawn By: B.J. File Number:IS-36536 FI Legend- C CalculatedCenterline PC - Point of Curvature Pg. -Page Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOTdetermined. Administrative Codes, Pursuantt coon 472 27 Florida Statutes. fRFBConcreteBlockPI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLE55 fy\CK P4..(ytlFigr-q6ZpCMConcreteMonumentP.O.B. - Point of Beginning9 otherwise noted. Q F Cone. D Concrete Description P.O.L. -Point on Line Pp Septic Tanks and/or Drainfield locations are approximate and MUST be verified by FOR o ed. a THE sT DE Drainage Easement Power Pole PRM - Permanent Reference appropriate Utility Location Companies. @ FIRM Patrick K. Irelan '..: FmmoPr 6637 LB 7623Esmt. -Easement Monument UseofThisSurveyforPurposesotherthanIntended,WithoutWrittenverification,Willbe F.E.M.A.- Federal Emergency PT -Point of Taneng at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This Survey is intend Y pi use of Said Certified Parties. Management Agency R -Radius Construed to give ANY Rights or Benefits Anyone Otherthan those Certified. THIS SUNG NOT VALID UNL and Embossedwith Surveol's Seal. FFE Fnd. IP Finished Floor Elevation FoundIronPipe Rad. - Radial Rbc - Rebar 8 Cap Rac. -Recovered POINT50FINTEREST- DRIVEWAY OVER SOUTH EASEMENT. Ireland &Associates Surveying, Inc, L Length (Arc) Rfd. - Roofed M Measured Set - Set '''A" Rebar& N&D Nail & Disk Rebar Cap •113 7623" 1301 S. International Parkway Suite 2001 N, R, Non-Radial Typ. -Typical Lake Mary, Florida 32746ORBOfficialRecordsBookUE - Utility Easement P Plat WM - Water Meter www.irelandsurveying.com P.Bo- . Plat Book Delta (Central Angle) Office -407.678.3366 Fax -407.320.8165WoodFence0— O— -Chain Link Fences