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2916 Gipper Cr
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100002 BUILDING APPLICATION #: 17-10000255 BUILDING PERMIT NUMBER: 17-10000255 DATE: April 28, 2017 I_;1T,-11 9 2R 45, aR(,-) Sep 0713 ss 19 UNIT ADDRESS: GIPPER CIR, 2916 22-20-30-520-0000-0110 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 299116 GIPPER CIR REAGAN POINTE / LOT 11 / FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE ------DIST SCHED------ RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing ROADSCOLLECTORSN/A 705.00 1.000 dwl unit 705.00 FIREn9ESCUEmily Hous 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single FamilySCHOOLS Housing 54.00 1.000 dwl unit 54.00 SSingle Family PARKS CO -WIDE ORD Hoping 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: AYI1a 91SIGNATURE: PLEASE PRINT NAME) DATE: T- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT O ' 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDIAGPERMIT. 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 CALENDARDAYSOFTHERECETVTMr. GTr.WnmrmF nnmr alon't7v nTrr V.Te%n T T.--- .,. Mvsl Mz&;T THL KEQUIREMENTS 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 c AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. ISSUEDSWITHINM660CALENDARODAYS OFLTHEIRECEIVINGISIGNATTUURRE DATEABOVE 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 INFORMATION ABOVE THIS LME Permit Number. STATE OF FLORIDA COUNTY OF ORANGE NOTICE OF COMMENCEMENT Tax Folio Number: 22-20-30-520.0000-0110 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 11, 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: 2916 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and a pplicable 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 Whited 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 bo nd is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by 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 8. 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(I)(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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verf ication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledgeand belief. OWNER Weekley Homes, LLC a Delaware limited liability company John Kingman ating, as orized 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 Hom C a w re limited liability company and executed or acknowledged his/her/their previous execution of this instrument. 1 HE FU 'R CERTIFY, that Joh Kingman Keating, is/are the same person(s) either executing or acknowledging execu f the re ing instrument because: 1 personally know him/her/them OR O I have satisfactory evidence of same based upon Flor' a river's license or O the identification: WITNESS my ha offs Ia 1 in the State and County aforesaid this 17th day of July, 2017. Notary PubWSi GLACE NOTARY NMR G Cenrllbii011/0012aTR1 y A. E*n Sepbmber 8, 2021 Oti BOIk1011WeY1 11110bryQINAE GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017077248 BK 8962 Pg 1773; (11 pg) E -RECORDED 07/31/2017 03:11:03 PM 10.00 APR '11 2011 CITY OF SANFORD Q BUILDING & FIRE PREVENTION D B PERMIT APPLICATION Application No: f 7 // 9 O r 1 Sq Documented Construction Value: $ 79Vt Job Address: I to G42p,fd,- 6Hz 4• S2frjQ :;A - M 3;r:42 Historic District: Yes No ParcelID: a- a0-3 c'7 -S -OOpp - O I I i1 Residential Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: 14EW r2S1 d.Pnce_. Plan Review Contact Person: 170111ti A PickeylrlA Title:1eC %Odf i 1 Phone: 4401 - 11(0$7•'9"S Fax: Email:T1ifna 11 W 11_ •Cowl Property Owner Information J Name G%Ib- R2A0aln t LLC, CT XGig LL, Phone: illy- 31io- 33(45' Street: AL1 l N. +Pot,+ Oat= Road Resident of property? City, State Zip: "oU4MA, -M :MS'115 Contractor Information Name &L4 d t A fee Phone: _Hb'+- %(aS 4a00 Street: 5 5. WQSk1-fteerV- DE{V&ui k 8$Ob Fax: City, State Zip: SII-ArM*e?Qi$ 31Lt State License No.: Architect/Engineer Information Name: Mont CM%,d'4in a Phone: 40i• - (0431-141-+ Street: 922,S ovyka, Drive lFax: 404 -6%1- 1A 2-o Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO1VfMENCEMENT 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 nil 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 wJth the ditto of application and the code In effect as of that date: 51b Edition (2014) Floridn Building Code Revised: June 10, 2015-)J 12 f' V"X 0 Permit Application I i I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water managelreni districts, state agencies, or federal ageucies. 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 actua! 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. boV uffi'e Print 0wnerhT8en1'3 Name Tame M. Pickering -- NOTARY PUBLIC STATE OF FLORIDA Cantrell 003002898 Owner!Agent is c son y Known to Me or Produced ID Type of ID 11 Sitinature of C cto Agen Dago ou,a Dic Print Con wr/Agent's Name SiVure of Nit. t M. D1i4 w NOTARY PUBLIC STATE OF FLORIDA CarmlA Qi3002886 Expjres 811 5/ Contractor/Agent is KnownersonallyKnown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building o Electrical r'7r Mechanical o Piumbing[g Gas Roof Construction Type: -/b Occupancy Use: 23 Flood Zone: X Sim PtT —, A(,F{L'D Total Sq Ft of Bldg: 2.g5S Min. Occupancy Load: 15, # of Stories: 2- New Construction: Electric - # of Amps Plumbing - # of Fixtures I$ Fire Sprinkler Permit: Yes No [f # of Heads APPROVALS: COMMENTS: ZONING UTILiTIM ENGINEERING: Kt -r- A FIRE: Fire Alarm Permit: Yes No WASTE WATER: Ok to construct Single Family home with setbacks and impervious area shown on plan. BUILDING: SF G4-1'7 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR -DETACHED Permit # 17-1198 Address: 2916 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 Farnity 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 MECHANICAL PERMIT 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 MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final itCity 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# 17-1198 2916 Gipper Circle Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 24471square feet SQUARE FOOTAGE OF GARAGE ONLY: I 408 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 2855 square feet 71 Dollar Valuation of Work: 296,987.59 State Fee: 91.05 Permit Fee 2,118.92 Application Fee: F 25.00 Plan Review Fee: F 890.96 Total Building Permit Fees: 1 3,125.93 Plumbing Fixture Calculation 17-1198 2916 Gipper Cir Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 ewer Connection 1 Washing Machines 1 ce MakerII 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 I i I Total Plumbing Fixtures - 18 Permit #: 17- 1198 Address: 2916 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: 2855 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 15 Mw Revision I+ 1 Response to Comments Permit# 1---I ct City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date to 4 / 1 ProjectAddress: c'9 1 1p ,*t Db6-( CJ (G1 -,d-= Contact: lew l 01 aZ .. i kiktn, Q'SAA Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building F 6--t7 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 i FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1198 Date: 05/22/2017 Project Description: New SFR Contact Name: Tania Pickering Job Address: 2916 Gipper Circle Contact Email: taickerini!Qdwhomes.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. it is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two conies of affected Plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The plan pages show a side access door to the garage. Per an agreement made with Planning & Development, no homes may have a side access door due to encroaching into the drainage easement. All plan pages that show the side access door and concrete pad need to be revised, deleted both the door and the pad. Two (2) copies are required. Please also revise the HVAC duct layout, as the floor plan used includes the side access door. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings wilk the Plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Client Reagan Point — Lot 11 (7512 B North) Date: 06/01/17 Plan Revision: COMMENTS FROM PLAN REVIEW ON CONSTRUCTION DOCUMENT Per agreement made with Panning and Development, no homes may have a side access door due to encroaching into the drainage easement. All plan pages that show the side access door and concrete pad need to be revised, deleted both the door and the pad RESPONSE: Plans have been updated to remove access door and concrete pad. Sheet(s) revised: S1, PHS, FS -1, TB -1, PLN -1, ELE-1, ELV-2, PLT -1, S2, S2. 1, S4 & S5. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: L41-1401 I - I hereby name and appoint: 7-4-rlt a an agent of. &V % D1 We—" f' %r*P_r Name ompany) 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: Ft- Street Addnss) Expiration Date for This Limited Powerof Attorney: License Holder Name: lapwl / • t/ems State License Number: C 6 G 9, Signature of License Holder: • STATE OF FL3T gCOUNTYOFP311A e. The foregoing imen w ledged before me this -t0 daAerso200, by who isy known to me oro who s pr uced identification and who did (' ke an oath. Notary Seal) Rev. 08.12) Print or type n me Notary Public - Stale Commission No. My Commission Expires: I TAMMY LYNN BAILEY Notary Public . State of Florida Commission N GG 042385 vim,.•' My Comm. Expires Feb 24, 2021 Bonded through National Notary Assn. Rev. 08.12) Print or type n me Notary Public - Stale Commission No. My Commission Expires: I Application for Paved Driveway, Sidewalk or 2 1 '11 Walkway Including Right -of -Way Use & ti1877- Landscaping in Right -of -Way wnrororr.sov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5144 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way In accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit Is required for driveway or sidewalk construction over 100 square feel of concrete or other material on the subject parcel and / or any construction of a driveway. walkway or landscape Improvements within the city fight -of -way. It does not approve any work withln any other i) , jurisdiction's right-of-way. All requested Information below as well as a current survey. site plan or plot clearly Identify<ng the W&Vwnatibelow, size and location of the existing right-of-way end use shall be provided or application could be delayed. callberororouagr 1. Project LocallorVAddress: ri 6i pDr i r IQ 56it.tl4 1, c- 3i-x"33 2. Proposed Activity: Driveway [Cwalkway F1 Other: 3. Schedule of Work: Start Date Ml Completion Date 1rA F] Emergency Repairs 4. Brief Description of Work: f-u YAlw Q S r 1 n 1c -P'r_AAA — This application Is su Prapetiyowner Signature: Address: ill J.' W Ltti Phone: 401 -VA -`11'e00 Fax: Print Name: Emalt Dale: L4 la4a M Maintenance Responsibilidos/indemnification The Requestor, and his succeesora and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement. This shall include mainlenanco of the Improvement and unpaved porton of right-of-way adjacent thereto. Requester may, with wrltten City authorization, remove aaid Installationfimprovement lolly restoring the right-of-way, to Its previous condition. In the event that any future consuucuon of roadways, ulllities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shell remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilites are in the public right-of-way. If the Requestor does not continuously malntaln the Improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restore the area to Its previous condition at the Requestor's expenso and. If necessary, file a lien on the Requestor'e property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, Indemnify, and hold harmless the City, Its councllpersons, agents, servants, or employ- ees (appointed, elected, or hired from and against any and all fiabililies, claims, penalties, demands, sults, 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 appeah, resulting In any fashion from or arlsing directly or Indirectly out of or connected with the use of the City's right-of-way. I have ri and undgrs anji the above statement and by signing this application I agree to its terms. Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Penult Conditions: This permit shall be posted on the site during construction. Please call 407.688.8080 24 hours In advance to schedule a pre -pour inspection, Date: Official Use Only Fee: Date: Date: Date: Date: Dale: H" bw 2016 ROWUm REQUEST FOR TUG & PRE' POWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberiy, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 11'} Project Name: Qap f H — Project Address: -'Oy0 Building Permit 4: 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 occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdictlon 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 jurisdictlon 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 anfe 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 as area that cannot be locked by doors, the panels shall be equipped with a Ioo)dng mechanism (approved by the A14J). The licensed 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 maximum 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 fees associated with tugs. uLi buf 18'e. Print Name of 0 r/Tenant RVI?, gnu o Owner/Tenant JURISDICTION EWLOYEE NAME: RMSDICTION: Print N me of Ge . Contractor SipatyA of Gen. Montracior C,C 151q CYI Oen. Contractor License 1ai U Cl 0 C Print Name of E Contractor n A-UJAn - . .__- — Siliature of El. Contractor 1'5 C o(I o,Qq Qw EL. Contractor License CALLED INTO: a Progress Energy o Florida Power and Light on Rev. 02/10/15) RI 18%7'-04 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: 2916 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-00110 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: 110-1 New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 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 `A', the best available information used to determine the base flood elevation is: BP# 17-1198 Reviewed by: Michael Cash, CFM Date: May 8, 2017 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loll ReaganPointe7512B Builder Name: David Weekley Homes Street: 2916 Gipper Circle Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Numbe#1 7 - 1 1 98Owner: USANFORD Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (2898.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a Frame -Wood, Exterior R=19.0 1422.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1036.80 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 439.44 ft' 4. Number of Bedrooms 3 d. N/A R= fta 5. Is this a worst case? No 10. Ceiling Types (1410.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1410.00 ft' 6. Conditioned floor area above grade (ft') 2329 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11 Ducts R ft' 7. Windows(341.8 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 462.6 a. U -Factor: Dbl, U=0.34 245.78 ft' SHGC: SHGC=0.30 b. U -Factor: Dbl, U=0.55 96.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 33.0 SEER:14.00 c. U -Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A fta a. Electric Heat Pump 33.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.908 ft. Area Weighted Average SHGC: 0.337 14. Hot water systems 8. Floor Types (1410.0 sgft.) Insulation Area a Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ftag b. Conservation features EF: 0.940 b. Floor over Garage R=19.0 408.00 W None c. N/A R= ft' 15. Credits Pstat Total Proposed Modified Loads: 67.19 Glass/Floor Area: 0.147 PASSTotalBaselineLoads: 73.16 1 hereby certify that the plans and specifications covered by Review of the plans and S7.4, this calculation are in compliance with the Florida Energy specifications covered by this O- EOE N. Code. calculation indicates compliance vj`v ii,,'''` _ :',. •+ Q, aIFz,.A with the Florida Energy Code. nr,,,'••• `• •'., „ O PREPARED BY: Before construction is completed41u DATE: 04 242017 this building will be inspected for V r compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. C00 WIE OWNER/AGENT: BUILDING OFFICIAL: DATE: J I1-+11?4 r DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.040 Qn for whole house. 4/24/2017 12:30 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 4/24/2017 12:30 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Loll ReaganPointe7512B Bedrooms: 3 User Conditioned Area: 2329 Total Stories: 2 1 Worst Case: No David Weekley Homes Rotate Angle: 0 Cross Ventilation: No 691000 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address 2916 Gipper Circle Seminole Sanford , FL, 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5% 2.5% Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2329 21193.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2329 21193.9 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage Main ---- __ 2 Slab -On -Grade Edge Insulatio Main 111 ft 0 408 ft= 1002 ff' 19 0.35 0 0.65 0.25 0 0.75 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1577 W 354 11= Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1410 ft' N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1410 ff' 0.11 Wood 4/24/2017 12:30 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 4/24/2017 12:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 9 Qrnl To Wall Type Space 1 NE Exterior Frame - Wood Main 19 49 0 9 0 4410 ft' 0 0.23 0.6 0 2 NE Exterior Concrete Block - Int Insul Main 7 13 6 9 4 126.0 W 0 0 0.6 0 3 SE Exterior Frame - Wood Main 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul Main 7 6 9 4 56.0 W 0 0 0.6 0 5 SW Exterior Frame - Wood Main 19 49 0 9 0 441.0 W 0 0.23 0.6 0 6 SW Exterior Concrete Block - Int Insul Main 7 49 0 9 4 457.3 ft' 0 0 0.6 0 7 NW Exterior Frame - Wood Main 19 30 0 9 0 270.0 ft' 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul Main 7 30 0 9 4 280.0 ft' 0 0 0.6 0 9 Garage Frame - Wood Main 13 47 1 9 4 439.4 ft' 0 0.23 0.3 0 10 SE Exterior Concrete Block - Int Insul Main 7 12 7 9 4 117.4 ft' 0 0 0.6 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 NE 1 Vinyl Low -E Double Yes 0.34 0.3 16.0 W 1 ft 4 in 1 ft 0 in None Exterior 5 2 NE 1 Vinyl Low -E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 1 ft 0 in None None 3 NE 1 Vinyl Low -E Double Yes 0.34 0.3 31.0 ft2 1 ft 4 in 1 h 0 in Drapes/blinds Exterior 5 4 SE 3 Vinyl Low -E Double Yes 0.34 0.3 16.0 W 1 ft 4 in 1 ft 0 in Drapes/blinds None 5 SE 3 Vinyl Low -E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 3 ft 4 in Drapes/blinds None 6 SE 3 Vinyl Low -E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 3 ft8 in Drapes/blinds Exterior 5 7 SE 10 Vinyl Low -E Double Yes 0.34 0.3 31.0 ft' 7 ft 8 in 0 ft 8 in Drapes/blinds Exterior 5 8 SW 5 Vinyl Low -E Double Yes 0.34 0.3 20.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 9 SW 6 Vinyl Low -E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 11 ft 0 in None None 10 NW 7 Vinyl Low -E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 1 h 0 in None Exterior 5 11 NW 7 Vinyl Low -E Double Yes 0.34 0.3 20.0 W 1 ft 4 in 1 ft 0 in Drapes/blinds None 12 NW 8 Vinyl Low -E Double Yes 0.34 0.3 17.8 ft' 1 ft 4 in 12 ft 6 in None None 13 NW 8 Metal Low -E Double Yes 0.55 0.43 96.0 ft' 1 ft 4 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 408 ft' 408 ft' 47 ft 9.3 ft 1 4/24/2017 12:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 4/24/2017 12:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000289 1766.2 96.96 18235 .2598 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 kBlu/hr cfm 0.75 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 System Model # Collector Model # Area Storage Volume FEF None None ft' DUCTS Supply --- V # Location R -Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 462.6 ft Attic 115.65 Proposed Qn Main --- cfm 93.2 cfm 0.04 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolingjj ]] Jan jj ]] Feb Mar Heatin(X] Jan [X] Feb Mar Ventin [ ] Jan [ ] Feb X Mar Ceiling Fans: Apr [ ] May [X] Jun [X] Jul riAug Se APr [ ]May [ ]Jun [ ]Jul AuSepX) A r [ ] Ma (J Jun [ ] Jul Aug Se Oct Nov Oct Nov Oct X Nov DecHDec Dec 4/24/2017 12:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 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 4/24/2017 12:30 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* = 92 The lower the EnergyPerformance Index, the more efficient the home. 2916 Gipper Circle, Sanford, FL, 32773 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 (f 2 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U -Factor: Dbl, U=0.55 SHGC: SHGC=0.43 c. U -Factor: N/A SHGC: c. Frame - Wood, Adjacent d. U -Factor: N/A SHGC: d. N/A Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=19.0 1422.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 1036.80 fl' 1 c. Frame - Wood, Adjacent R=13.0 439.44 ft' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1410.00 ft' 2329 b. N/A R= ft' Area c. N/A R= 112 245.78 ft' 11. Ducts R N' a. Sup: Attic, Ret: Attic, AH- Main 6 462.6 96.00 n' 12. Cooling systems kBtu/hr Efficiency k' a. Central Unit 33.0 SEER:14.00 ft' 1.908 ft. 0.337 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1002.00 ft' b. Floor over Garage R=19.0 408.00 ft' c. N/A R= H' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features 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: ql Zft I I 'j.. Address of New Home: aI%tW PtoU ('r'{ City/FL Zip: kBtu/hr Efficiency 33.8 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat STg7 0 coo 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. 4/24/2017 12:30 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL-AIR Manual S Compliance Report BUMNO•/NCOMMUNO 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 For: David Weekley Homes Design Conditions Split ASHP Manufacturer: Carrier Actual airflow: Outdoor design DB: 93.0°F Sensible gain: 27875 Btuh Outdoor design WB: 75.2°F Latent gain: 3487 Btuh Indoor design DB: 75.0°F Total gain: 31362 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: 25957 Btuh Latent capacity: 4801 Btuh Total capacity: 30758 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NBO360000BO+FB4CNP036L 93% of load 138% of load 98% of load SHR: 84% Heat loss: 24966 Btuh Job: Lot 11 Reagan Pointe 75... Date: 12/30/2016 By: FJF Entering coil DB: 76.1°F Entering coil WB: 63.0°F Entering coil DB: 69.4°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 33000 Btuh 132% of load Capacity balance: 33 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets are all requirements of ACCA Manual S. 2017 -Apr -24 12:37:33 wrightsoft, Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 ACC;K...t/lReaganPointe7512B\LotllReaganPointe7512B.rup Calc = MJ8 House faces: SE 1 DEL -AIR Component Constructions Job: Lot 11 Reagan Pointe 75 Date: 12130/2016 NOrM • B/1 C<MQllrnllNo 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: Orlando Sanford, FL, US Elevation: 56 ft Latitude: 29°N Outdoor: Heating Dry bulb (°F) 41 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 HeatingIndoor: 70Indoortemperature (°F) 29DesignTD (°F) 30Relativehumidity (%) Cooling Moisture difference (gr/Ib) 93 Infiltration: 17 ( M) Method 75 Construction quality 7.5 Fireplaces Heating Cooling 70 75 29 18 30 50 2.5 38.7 Simplified Average 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain te BtuhAY--F fN--'FBWh BuwhAN BWh BWh/re BWh Walls 12E-Osw: Frm wall, stucco ext, r-19 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud ne 378 0.068 19.0 1.98 748 1.49 565 se 215 0.068 19.0 1.98 425 1.49 321 sw 421 0.068 19.0 1.98 833 1.49 628 nw 234 0.068 19.0 1.98 464 1.49 350 all 1248 0.068 19.0 1.98 2470 1.49 1863 ne 126 0167 3.0 4.86 612 3.31 418 se 117 0.167 3.0 4.86 571 3.31 389 sw 433 0.167 3.0 4.86 2105 3.31 1436 nw 166 0.167 3.0 4.86 807 3.31 550 all 843 0.167 3.0 4.86 4095 3.31 2793 421 0.091 13.0 2.65 1114 1.47 618 Windows 02A-2ov: 2 glazing, Or outr, air gas, vnl frm mal, Or low -e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 1 424 it sep.); 6.67 it head ht 02A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, ne 1/8" thk; NFRC rated (SHGC=0.30); 133 ft overhang (5.2 ft window ht, nw 1 ft sep.); 6.67 it head ht all 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); 50% drapes, medium; 1.33 it 414 overhang (5.2 it window ht, 1 ft sep.); 6.67 it head ht 0 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 it sw overhang (4 it window hl, 1 ft sep.); 6.67 ft head ht nw 9.89 all 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.30); 500/6 drapes, medium; 1.33 ft 0 overhang (4 ft window ht, 3.33 it sep.); 6.67 it head ht 158 16 0.340 0 9.89 158 26.5 424 16 0.340 0 9.89 154 26.5 414 16 0.340 0 9.89 154 26.5 414 31 0.340 0 9.89 309 26.5 827 31 0.340 0 9.89 309 22.5 701 16 0.340 0 9.89 158 19.5 312 20 0.340 0 9.89 198 19.5 390 20 0.340 0 9.89 198 22.5 449 56 0.340 0 9.89 554 20.5 1151 8 0.340 0 9.89 79 23.2 185 2017 -Apr -24 12:37 33 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 page 1 ACCK...tllReaganPom1e7512B%LoillReaganPointe7512B.rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, se 31 0.340 0 9.89 309 23.2 723 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.67 It 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 31 0.340 0 989 309 10.6 331 1/8" thk; NFRC rated (SHGC=O 30); 50% drapes, medium; 7.66 ft overhang (5.2 ft window ht, 0.67 fl sep.); 6.67 it head ht 2B-2fv: 2 glazing, car outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, sw 24 0.340 0 9.89 237 27.1 650 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11 ft sep.); 6.67 ft head ht 1OC-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, nw 18 0.340 0 9.89 177 18.6 332 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (6.7 it window ht, 12.5 ft sep.), 6.67 It head ht 2A-2omd: 2 glazing, clr ouir, air gas, mll no brk frm mat, clr low -e innr, nw, 96 0.550 0 16.0 1536 39.1 3756 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.43); 1.33 ft overhang (8 It window ht, 11 ft sep.); 6.67 It head ht Doors 11 DO: Door, wd sc type se 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" 1415 0.026 38.0 0.76 1071 1.42 2007 gypsum board int fnsh Floors 20P -19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 408 0.050 19.0 1.45 594 0.73 297 22A-tpl: Bg floor, light dry soil, on grade depth 111 0.989 0 28.8 3195 0 0 2017 -Apr -24 12:37.33 wrightsoft' Right -Suite® Universal 2017 17.0 16 RSU24005 Page 2 Ill ReaganPointe75128\LotIIReaganPointe7512B.rup Calc = MJ8 House faces: SE Job: Lot 11 Reagan Pointe 75... DEL -AIR Project Summary Date: 12/30/2016 tt m117••nC01101f10gN0 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 04.24.2017 Design Information 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 21821 Btuh Structure 23599 Btuh Ducts 3146 Btuh Ducts 4275 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 24966 Btuh Use manufacturer's data Ratetswing multiplier 1.00 Infiltration Equipment sensible load 27875 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2835 Btuh Ducts 653 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) 3487 BtuhArea (ft2 2329 2329 Equipment latent load Volume (W) 22128 22128 Air changes/hour 0.41 0.21 Equipment total load 31362 Btuh Equiv. AVF (cfm) 151 77 Req. total capacity at 0.75 SHR 3.1 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO360000BO Cond CH14NBO360000BO 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 0.044 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point = 33 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Zz— wrightsoft' Right Universal 2017 17.0.16 RSU24005 2017 -Apr -24 12:37:33 Suite® Page 1 Ill ReaganPointe7512B\Lotl1ReaganPointe7512B.rup Calc = MJ8 House (aces: SE 1 DEL -AIR Right -J® Worksheet 1111U111N0''nCa"110'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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Entire House Family 2 Exposed wall 269.0 ft 51.0 ft 3 Room height 9.1 It 9.3 ft heat/cool 4 Room dimensions 1.0 x 362.5 It 5 Room area 2421.8 ft' 362 5 H' Ty Construction U -value Or HTM Area (ftp Load Area (ftj Load number Btuh1ft1VF) Stuh/ft') 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 1.98 1.49 441 378 748 565 0 0 0 0 2A-2ov 2A-2ov 2A-2ov 0.340 0.340 0.340 ne ne ne 9.89 9.89 9.89 26.51 26.51 22.45 16 16 31 0 0 0 158 154 309 424 414 701 0 0 0 0 0 0 0 0 0 0 0 0 W W G 11 13A-3ocs 12E-0sw 2A-2ov 0.167 0.068 0.340 ne se se 4.86 1.98 9.89 3.31 1.49 19.49 126 270 16 126 215 9 612 425 158 418 321 312 51 0 0 51 0 0 249 0 0 170 0 0 2A-2ov 0.340 se 9.89 23.18 8 0 79 185 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 31 0 309 723 0 0 0 0 W 13A-3ocs 2A-2ov 11DO 0.167 0.340 0.390 se se se 4.86 9.89 11.35 3.31 10.59 12.11 173 31 24 117 62 24 571 309 272 389 331 291 0 0 0 0 0 0 0 0 0 0 0 0 W Ls, 12E-0sw 2A-2ov 0.068 0.340 sw sw 1.98 9.89 1.49 19.49 441 20 421 12 833 198 628 390 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 sw 4.86 3.31 457 433 2105 1436 145 145 703 479 L -G 2B -2(v 0.340 sw 9.89 27.08 24 0 237 6501 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 270 234 464 350 0 0 0 0 I-- G I --G W 2A-2ov 2A-2ov 13A3ocs 0.340 0.340 0.167 nw nw nw 9.89 9.89 4.86 26.51 22.45 3.31 16 20 280 0 0 166 154 198 807 414 449 550 0 0 280 0 0 166 0 0 807 0 0 550 I --G 1-G 10C -v 2A-2omd 12C-0sw 0.340 0.550 0.091 nw nw 9.89 16.00 2.65 18.56 39.13 1.47 18 96 439 0 0 421 177 1536 1114 332 3756 618 18 96 93 0 0 93 177 1536 247 332 3756 137P L_D C 1160 16B -,3W 0.390 0.026 n 11.35 0.76 12.11 1.42 18 1415 18 1415 203 1071 216 2007 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.45 0.73 408 408 594 297 0 0 0 0 F 22A4d 0.989 28.78 0.00 1007 111 3195 0 363 51 1468 0 6 c) AED excursion 984 877 Envelope losstgain 16990 18149 5187 6302 12 a) Infiltration 4830 1530 935 296 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants Q 230 4 920 3 690 Appliances/other 3000 600 Subtotal (lines 6 to 13) 21821 23599 6122 7888 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21821 23599 6122 7888 15 Duct loads 14% 180/0 3146 4275 100/0 100/0 612 789 Total room load 24966 27875 6735 8677 Air required (cfm) 1100 1100 297 342 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 37 wrightsoft' Right -S01,6 Universal 2017 17.0.16 RSU24005 2017 -Apr -24 1Page 1 tllReaganPointe7512B%Lot11ReaganPointe7512B rup Calc = MJ8 House faces: SE i DEL -AIR Right -J® Worksheet a"M.MCOMO=*"° 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 11 Reagan Pointe 7512 B Date: 12130/2016 By: FJF 1 Room name Kitchen Study 2 Exposed wall 30.5 ft 25.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 467.0 ft 12.5 x 11.5 ft 5 Room area 467.0 ft' 143.8 ft' Ty Construction U -value Or HTM Area 00 Load Area (ftp Load number Btuh/W-'F) BtUWft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod G=ms Heat Cod 6 W 12E-0sw 0 068 ne 1.98 1.49 0 0 0 0 0 0 0 0 G 2A-2ov 0 340 ne 9.89 26.51 0 0 0 0 0 0 0 0 II --- GG 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 W11 13A3ocs 0.167 ne 4 86 3.31 23 23 113 77 14 14 68 46 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 19.49 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 13A3ocs 0.167 se 4.86 3.31 56 32 155 106 117 85 415 283 2A-2ov 0.340 se 9.89 10.59 0 0 0 0 31 31 309 331 11DO 0.390 se 11.35 12.11 24 24 272 291 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 0G W 13A3ocs 0.167 sw 4.86 3.31 205 181 881 601 107 107 521 356 L_G 2B-2fv 0.340 sw 9.89 27.08 24 0 237 650 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 t --G 2A -ZDV 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 EG 10C -v 0.340 nw, 9.89 18.56 0 0 0 0 0 0 0 0 G 2A-2omd 0.550 nw 16.00 39.13 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 275 257 6B2 378 0 0 0 0 L -D C 11D0 16B -38W 0.390 0.026 n 11.35 0.76 12.11 1.42 18 0 18 0 203 0 216 0 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 I 22A4d 0.989 28.78 0.00 467 31 878 I 0 144 26 734 0 6 c) AED excursion 43 81 Envelope loss/gain 1 3422 2277 20471 935 12 a) Infiltration 559 177 468 148 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 3981 3654 2515 1083 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3981 3654 2515 1083 15 Duct loads 10% 101/16 398 365 109/6 10% 251 108 Total room load 4379 4019 2766 1191 Air required (cfm) 193 159 122 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htisoft 2017 -Apr -2412:37.33 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2 tllReaganPointe75128%LotllReaganPointe7512B.rup Calc = MJ8 House laces: SE DEL -AIR 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 11 Reagan Pointe 7512 B Date: 12130/2016 By: FJF 1 Room name Powder Bdnn 2 2 Exposed wall 4.0 ft 255 ft 3 Room height 9.3 it heWcool 9.0 H heat/cool 4 Room dimensions 1.0 x 33.5 ft 1.0 x 166.5 it 5 Room area 33.5 ft= 166.5 ft' Ty Construction U -value Or HTM Area (111) Load Area (ftp Load number BtuNft'-'F) Btuwftl) or perimeter (ft) Btuh) or perimeter (ft) Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12E-0sw 0.068 ne 1.98 1.49 0 0 0 0 0 0 0 0 II --u 2A-2ov 0.340 no 9.89 26.51 0 0 0 0 0 0 0 0 L--- GG 2A-2ov, 0.340 no 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 11 W 13A3ocs 0.167 no 4.86 3.31 37 37 181 124 0 0 0 0 W G 12E-0sw 2A-2ov 0.068 0.340 se se 1.98 9.89 1.49 19.49 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LJGG 2A-2ov 2A-2ov, 0.340 0.340 se se 9.89 9.89 23.18 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A3ocs 2A-2ov 0.167 0.340 se se 4.86 9.89 3.31 10.59 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 99 99 196 148 L 2A-2Dv 0.340 sw 9.89 19.49 0 0 0 0 0 0 0 0r. W 13A3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 LG W 2B-2ry 12E-0sw 0.340 0.068 sw nw 9.89 1.98 27.08 1.49 0 0 0 0 0 0 0 0 0 131 0 111 0 219 0 165 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 W 2A-2ov 13A3ocs 0.340 0.167 nw nw 9.89 4.86 22.45 3.31 0 0 0 0 0 0 0 0 20 0 0 0 198 0 449 0 I --G 10C -v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 I 2A-2omd 12C-0sw 11D0 161338ad 0.550 0.091 0.390 0.026 nw n 16.00 2.65 11.35 0.76 39.13 1.47 12.11 1.42 0 70 0 0 0 70 0 0 0 185 0 0 0 103 0 0 0 0 0 167 0 0 0 167 0 0 0 126 0 0 0 236 G P L -D C F 20P -19t 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A40 0.989 28.78 0.00 34 4 115 0 0 0 0 0 6 c) AED excursion 17 166 Envelope loss/gain 482 209 738 1164 12 a) Infiltration b) Room ventilation 73 0 23 0 451 0 143 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1555 232 11891 1306 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 555 232 1189 1306 15 Duct loads 100/0 100/0 56 23 21% 28% 251 364 Total room bad 611 256 1441 1670 Air required (cfm) 27 10 63 66 Calculations approved by ACCA to meet allCalculationsapprovedbytomeetall requirements of Manual J 8th Ed. Manual J 8th Ed. Fkwri htl sofit' 2017 -Apr -24 12:37:33 AZ- 9 RightSuite® Universal 2017 17.0.16 RSU24005 Page 3 111 ReaganPointe7512B1Lo111ReaganPoinle751213.rup Calc = MJ8 House faces: SE jDEL-AIR Right -M Worksheet CONIMMI ° 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Bthnn 2 Bdrm 3 2 Exposed wall 5.5 it 11.0 ft 3 Room height 9.0 ft heat/cool 90 ft heal/cool 4 Room dimensions 11.0 x 5.5 ft 14.5 x 11.0 ft 5 Room area 60.5 W 159 5 ft' Ty Construction u -value Or HTM Area (ftp Load Area (ftz) Load number Btuhlft1VF) Bt 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 G 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 IL --_ GG 2A-2ov 0.340 ne 9.89 26.51 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 11 W 13A-3ocs 0.167 ne 4.86 331 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 19.49 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 L_ GG 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 13A3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 2A -ZDV 0.340 se 9.89 10.59 0 0 0 0 0 0 0 0 11D0 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 V/ 12E-0sw 0.068 sw 1.98 1.49 50 50 98 74 99 79 156 118 L 2A-2ov 0.340 sw 9.89 19.49 0 0 0 0 20 6 198 390C W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 L -f213-21v 0.340 sw 9.89 27.08 01 0 0 0 0 0 0 0 W 12E-0sw 0.068 rtw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2(Yv 0.340 rrw 9.89 26.51 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 W 13A3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 Lj10C v 0.340 rnv 9.89 18.56 0 0 0 0 0 0 0 0 2A-2omd 0.550 nw, 16.00 39.13 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 1613-38ad 0.026 0.76 1.42 61 61 46 86 160 160 121 226 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A4ci 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 139 Envelope loss/gain 144 146 475 873 12 a) Infiltration 97 31 195 62 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 10 Subtotal (lines 6 to 13) 241 177 669 935 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 241 177 669 935 15 Duct loads 21% 28% 51 49 21% 280/9 142 260 Total room load 292 227 811 1195 Air required (cfm) 13 9 36 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- AM 2017 -Apr -2412:37.33 9 Right -Suite® Universal 2017 17 0 16 RSU24005 Page 4 tllReaganPointe7512B%LoillReaganPointe7512B.rup Calc = MJ8 House faces: SE DEL --AIR Right -JO Worksheet mOt w 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Bdrm 3 WIC Utility 2 Exposed wall 7.0 ft 0 ft 3 Room height 9.0 it heat/cool 9.0 ft heat/cool 4 Room dimensions 6.0 x 7.0 ft 8.5 x 70 ft 5 Room area 42.0 fN 59.5 ft' Ty Construction U -value Or HTM Area (f12) Load Area (fl2) Load number Bluh/ft? •F) Bt f12) I or perimeter (fl) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12E-0sw 0.068 no 1.96 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 9.89 26.51 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 11 W 13A-3ocs 0.167 no 4.86 3.31 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 -20v 0.340 se 9.89 19.49 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 -20v 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 13A-0ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 10.59 0 0 0 0 0 0 0 0 11D0 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 63 63 125 94 0 0 0 0 r 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 L_C 2B -2(v 0.340 sw 9.89 27.08 0 01 0 0 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 I --G 2A-2ov 0.340 nw 9.89 22.45 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 E210C v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 2A-2omd 0.550 nw 16.00 39.13 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 1160 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 42 42 32 60 60 60 45 84 F 20P-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A -4d 0.989 2878 0.00 0 0 0 0 0 0 0 1 0 6 c) AED excursion 13 48 Envelope loss/gain 156 140 45 37 12 a) Infiltration 124 39 0 0 b Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 280 179 45 637 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 280 179 45 637 15 Duct loads 21% 280/6 59 50 21% 28% 10 177 Total room load 340 229 1 55 814 Air required (cfm) 15 9 2 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wlri httsoft' 2017 -Apr -2412:37:33 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 5 1GG. .111 ReaganPointe7512MLot11ReaganPointe7512B.rup Calc = MJ8 House faces SE DEL --AIR Manu - W ram x= 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 11 Reagan Pointe 7512 B Date: 12/3012016 By: FJF 1 Room name Msir Bdnn Mstr WC 2 Exposed wall 37.0 It 0 N 3 Room height 9.0 N heat/cool 9.0 ft heaticool 4 Room dimensions 1.0 x 271.3 it 3.5 x 6.5 It 5 Room area 271.3 N' 22.8 N' Ty Construction U -value Or HTM Area 00 Load Area 0111) Load number Btuh/fV-•F) Btuh/ft') 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 no 1.98 1.49 36 36 71 54 0 0 0 0 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2A -ZDV 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 11 W 13A3ocs 0.167 ne 4.86 3.31 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 167 127 252 190 0 0 0 0 G 2A-2ov 0.340 se 9.89 19.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 8 0 79 185 0 0 0 0 L_GG 2A-2ov 0.340 se 9.89 23.18 31 0 309 723 0 0 0 0 VN 13A3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 se 9.89 10.59 0 0 0 0 0 0 0 0 IL 11D0 0.390 se 11.35 12.11 0 0 0 0 0 0 0 0D W 12E-0sw 0.068 sw 1.98 1.49 131 131 258 195 0 0 0 0 Y_C 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 0 0 0 0 0 0 0 0 L_G 2B-2ry 0.340 sw 9.89 27.08 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 rrw 1.98 1.49 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.89 26.51 0 0 0 0 0 0 0 0 LG 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 10C -v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 I-G 2A-2omd 0.550 rnv 16.00 39.13 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 16838ad 0.390 0.026 n 11.35 0.76 12.11 1.42 0 271 0 271 0 205 0 385 0 23 0 23 0 17 0 32 F 2OP-191 0.050 1.45 0.73 0 0 0 0 23 23 33 17 F 22A4d I 0.989 28.78 0.00 I 0 0 0 0 0 0 0 0 6 c) AED excursion 216 3 Envelope loss/gain 1174 1947 50 45 12 a) Infinration 6$4 207 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 1829 2985 50 45 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1829 2985 50 45 15 Duct loads 21%1 281/6 387 831 21% 28% 11 13 Total room bad 2216 3815 61 58 Air required (cfm) 98 151 3 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsott 2017 -Apr -24 12:37:339RightSuite® Universal 2017 17.0 16 RSU24005 Page 6 tllReaganPointe7512B\LotllReaganPointe7512B.rup Calc = M,18 House faces. SE DEL -AIR DrNO • M 18Mb11N0 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 11 Reagan Pointe 7512 B Date: 12/30/2016 By: FJF 1 Room name Mslr Bthnn Mstr WIC 2 Exposed wall 23.5 It 10.0 it 3 Room height 9.0 ft heat/cool 9.0 It heat/cod 4 Room dimensions 1.0 x 125.8 H 1.0 x 104.5 ft 5 Room area 125.8 ft' 104.5 ft' Ty Construction U -value Or HTM Area (III Load Area (ftl Load number BtuMP-•F) Bt ft?) I 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 1.98 1.49 108 92 182 137 90 90 178 134 G 2A-2ov 0.340 ne 9.89 26.51 16 0 158 424 0 0 0 0 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 989 22.45 0 0 0 0 0 0 0 0 W11 13A -3=s 0.167 no 486 3.31 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 104 88 173 131 0 0 0 0 2A-2ov 0.340 se 9.89 19.49 16 5 158 312 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 W 13A-3ocs 0.167 se 4.86 331 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 1059 0 0 0 0 0 0 0 0 IL:. DG 11DO 0.390 se 11.35 12.11 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 0L- 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 L -G 25-2fv 0.340 sw 9.89 27.08 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 Et2A-2ov 0.340 nw 9.89 26.51 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 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 10C -v 0.340 nw 9.89 18.56 0 0 0 0 0 0 0 0 EC 2A-2omd 0.550 nw 16.00 39.13 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0L -D mo 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B -38W 0.026 0.76 1.42 126 126 95 178 105 105 79 148 F 20P -19t 0.050 1.45 0.73 126 126 183 91 105 105 152 76 F 22A -id 0.989 28.78 0.00 0 0 I 0 0 0 0 0 0 6 c) AED excursion 33 29 Envelope loss/gain 950 1306 1409 330 12 a) Infiltration 416 132 177 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal (lines 6 to 13) 1366 1438 586 386 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1366 1438 586 386 15 Duct loads 21% 281/6 289 400 21% 281/6 124 107 Total room bad 1654 1838 710 493 Air required (cfm) 73 73 31 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rk wrilghtSOft' Right -Suite® Universal 2017 17 0 16 RSU24005 2017 -Apr -24 12.37:33 A ek versaPage 7 tllReaganPointe7512B\Lo111ReaganPointe75128 rup Calc = MJB House faees, SE DEL -AIR tufo - ur CONDMI m 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 11 Reagan Pointe 7512 B Date: 12130/2016 By: FJF 1 Room name Retreat 2 Exposed wall 38.5 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 402.8 ft 5 Room area 402.8 ft' Ty Construction u -value Or HTM Area (ft2) Load Area Load number Btuhlft? •F) BtuWfl-) 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 no 1.98 1.49 207 160 317 239 2A-2ov 0.340 ne 9.89 26.51 0 0 0 0 2A-2ov 0.340 no 9.89 26.51 16 0 154 414 2A-2ov 0.340 ne 9.89 22.45 31 0 309 701 11 W 13A-3ocs 0.167 ne 4.86 3.31 0 0 0 0 W 12E-0sw 0.068 se 1.98 1.49 0 0 0 0 2A-2ov 0.340 se 9.89 19.49 0 0 0 0 2A-2ov 2A-2ov 0.340 0.340 se se 9.89 9.89 23.18 23.18 0 0 0 0 0 0 0 0 VrV 13A-3ocs 0.167 se 486 3.31 0 0 0 0 CD 2A-2ov 0.340 se 9.89 10.59 0 0 0 0 11DO 0.390 se 11.35 12.11 0 0 0 0 W 12E-0sw 0.068 sw 1.98 1.49 0 0 0 0 L_G 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 L -G 213-21v 0.340 sw 9.89 27.08 0 0 0 0 W 12E-0sw 0.068 nw 1.98 1.49 140 124 245 185 2A -ZDV 0.340 nw 9.89 26.51 16 0 154 414 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 10C -v 0.340 r1w 9.89 18.56 0 0 0 0 I -G 2A-2omd 0.550 nw 1600 39.13 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 LD 11DO 0.390 n 11.35 12.11 0 0 0 0 C 16B -38W 0.026 0.76 1.42 403 403 305 571 F 2OP-191 0.050 1.45 0.73 155 155 226 113 F 22A40 0.989 28.78 0.00 0 0 0 0 6 c) AED excursion 198 Envelope loss/gain 1710 2437 12 a) Infiltration 681 216 b) Room ventilation 0 0 13 Internal gains: Occupants aQ 230 Appliancestother 0 0 0 Subtotal (lines 6 to 13) 2391 2653 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2391 2653 15 Duct loads 21% 28°/u 506 738 Total room bad 2897 W92 Air required (cfm) 128 134 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr htsolrt 2017 -Apr -24 12:37:33 AM Right -Suite® Universal 2017 17.0.16 RSU24005 Page 8 tllReaganPointe7512MLotllReaganPointe7512B rup Calc = MJ8 House faces: SE 1 Job: Lot 11 Reagan Pointe 75. DEL -AIR Duct System Summary .. HOMO on cammoallo 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 For: David Weekley Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.177 in/100ft 1100 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.177 in/100ft 1100 cfm 192 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrrn 2 c 1670 63 66 0.315 6.0 Ox 0 VIFx 22.8 85.0 SO Bdrm 3 c 1195 36 47 0.314 6.0 Ox 0 VIFx 23.2 85.0 SO Bdnn 3 WIC h 340 15 9 0.237 4.0 Ox 0 VIFx 43.6 100.0 st3 Bthrrn 2 h 292 13 9 0.314 4.0 Ox 0 VIFx 23.4 85.0 SO Family c 4338 148 171 0.188 8.0 Ox 0 VIFx 76.0 105.0 st4 Fatuity -A c 4338 148 171 0.185 8.0 Ox 0 VIFx 78.5 105.0 st4 Kitchen h 4379 193 159 0.237 8.0 Ox 0 VIFx 53.7 90.0 st2 Mstr Bdm, c 3815 98 151 0.240 7.0 Ox 0 VIFx 41.9 100.0 st3 Mstr Sthnn h 1654 73 73 0.237 5.0 Ox 0 VIFx 43.7 100.0 st3 Mstr WC h 61 3 2 0.254 4.0 Ox 0 VIFx 33.7 100.0 st3 Mstr WIC h 710 31 19 0.243 4.0 Ox 0 VIFx 39.8 100.0 st3 Powder h 611 27 10 0.177 4.0 Ox 0 VIFx 86.8 105.0 st4 Retreat c 1696 64 67 0.333 6.0 Ox 0 VIFx 17.1 85.0 stl Retreat -A c 1696 64 67 0.328 6.0 0x0 VIFx 18.7 85.0 stl Study h 2766 122 47 0.235 7.0 Ox 0 VIFx 54.4 90.0 st2 Utility c 814 2 32 0.250 4.0 Ox 0 VIFx 36.2 100.0 st3 2017 -Apr -24 12:37:34 wrightSoft' Right -Suite® Unwersal 2017 17.0.16 RSU24005 page 1 tllReaganPointe7512B\LoillReaganPointe7512B.rup Calc = MJ8 House faces: SE Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st4 Peak AVF 324 352 0.177 449 12.0 0 x 0 VinlFlx st2 st3 Peak AVF 222 286 0.237 647 9.0 0 x 0 VinlFlx SO stl Peak AVF 462 542 0.237 690 12.0 0 x 0 VinlFlx st2 Peak AVF 638 558 0.177 597 14.0 0 x 0 VinlFlx 2017 -Apr -24 12:37:34 wrightSoft' Right -Suite® Unwersal 2017 17.0.16 RSU24005 page 1 tllReaganPointe7512B\LoillReaganPointe7512B.rup Calc = MJ8 House faces: SE 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 Matl Trunk rb1 Ox 0 1100 1100 0 0 0 0 Ox 0 VIFx 2017•Apr•24 12.37 34 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2A... tllReaganPointe7512B\LotllReaganPointe7512B.rup Calc = MJ8 House laces: SE PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 11, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45-52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES Cy 411,, 01d 2916 GIPPER CIRCLE SANFORD, FLORIDA 32773 2916 Gipper Circle t= Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 3,200 sq ft (100%) Tract "F" / / Impervious Area= 1,824 sq ft (57%) D.E. & U.E. ; / Pervious Area= 1,376 sq ft (43%) Common Area) / Elevations are based on O y civil grading plans. O0 cy $ J Ja O• d Lot is Type "A" Grading Plan mac` h S eh y / 9• 9oe. Lot 12 fk LA0 ' ' • '.'.':.':.'..' .. . d M"b", F Lot 11 icy'..°,c' 9so•. 0 00, 0 ..:.: o 2 ..... / aV* yo ' ::;:': ':::':::::':..mos . ;#, 0tr (;no .:::: ' ::::::::.' Oos :::::::•:: ,o:::.::' c` :: .::•::•::•: "•' A • / opo co:.::.: o ::.. 0. C. 2 ?q Irk' O , /oa e... "::..6LS :::::::: e mei 1 • yy dy@ . • " , co O a j,••::•::^0 • p s l':;.: Q\ Q ` tea\ Lot 10 foo . o00 ocP o ZONIN DATE yo 'o y N 0 °\\G 4s e a Ok to construct Single Family home with setbacks andimperviousareashownonplan. Q e h N a6 P.T. located on Lot 7 This is NOT a Boundary Survey W E s S Graphic Scale 1 2& 40' Scale: 1'=20' or Field Date: 4/178017 Date Completed: 4/17/1017 NOTES• Suney n Based upon the Legal Description Supplied byClienl. AbutungPropertiesDeedshaveNOTbeenResearchedforGapLOverlapsand/orNotus Subjnt to any Ememems and/or Resvictims of Record. Bearingbasis shown hereon. isAssumed and Based upon the uneDenoted with a es 1 noreny Laney trot Ines Uourtoary bw•w or Ino above Described Properly is Tore and Conics to the SoM W my KriOrriadge and B" res rectney Srrvoyuf under myDirection onThe Oslo Shown. Bond mInformation romishodrome os Noted and conforms to the Standards of PMCIIGO for LOM Survoying In the Slate ofname inauadonwwith chapter SJ. nos2norldo Administrative codes. Pursuant toes a72 7 Fbrldo Statutes. Drawn By: M.C. File Number,IS-36426 PP Legend- e CaleLdow PC -Point of Cutahea Building Ties art NOT toes used tot" onstruct property Linn B CsnledlroConcreteBlock Pp. •P PI - Point of Intersection FenceOwnershipisNOT determined. ICK•RF4p' sir CM COnperO MenumerdRuofP.O.B.POB• Point Df Bepintting Overhangs.Und"gmund Unlibesand/or Footer have NOT be -located UNLESS Qr.4 pont con. p crrxeie ipiieff P.O.L-Point on Una PP f>de otherwrsenoted Septic Tanks and/or DramfiNd locations are approximate and MUST be verified by FORv. e THE DE Drainage Easerttam Power PRM • Permanent Reference appropriate Utility location Companies. FIRM 6637PatrickK.Irelan q•,a,noP LB 7623EUM-Easemem Monument Vsr of This Su for Purposesnayrposesother than lntended.With" Wdn-verification, Wdlbe F.E.M.A- Federal Cmsgsncy PT •Point ofT tri the thelf Sole Risk and Without Liability to the Surveyor Nothing Nereonshall be This $tithe iS intend Y use of Said Certified Parties. Management Agency R •Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified ThIIS Survey and Efffibovned! v t SSur s Seat FFE IP Finished Hoon FJwatbn FoundIronPipe Red. - Radial Rbc -Reber 6Cap Rec - Raopvtared POINTS OF INTEREST. PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSS FUTILITY j jIV0, 1((/VALIID u( n1TGWI4W 5141 hi LL Length (Asc) Rid. - Rooltr0 EASEMENT, W /1SSOl/4W GS V4Y414V r M NdD Measured Nag b Disk set • Set h- Rehm 8 Neoar Cap •LB 7823' DocuSigned by, JJ V 1301 S. International Parkway Suite 2001 N.R. ORB Non-Radld Official Rtiwds Book Typ•Typical UE • Utility Easement II • lyy' Asa I r K LLL"' r I OU'lN Lake Mary, Florida 32746 P Plat WM • water Maser www,irelandsurveying.com P.B. Plat Book w•wd Fence p • DNta (Central Ve) Cnaln Unk Feriae B10ED63FCAE84E8. . Office -407.678.3366 Fax -407.320.8165 v 3.0 TON v/8KN e240V iPM RECORD COPY 1843 plen 22x14 rad platform by O \g\ ldr ,va•=lro. 42X42 A/C SLAB N co BY BLDR MIN N ` t 2 ZDV 2' FROM WALL Q C3 TDAMLH1K=000013=m0 > L 4TZ2TZ ° 1 C31 PL t duct v - xIOOODAot0 ti f cap Q IOWDA - W / f A Ova trans b 696RN • ', D— J pING S b SPAFDctD ro tiIs FPAIR° Z m Q l l l l 10 o U I I I I g N b v > O LU r S2 H I I I I a, fill Q I I I I i ySSd1 D iIn uct p 0, 6RNB g +' ti er - vim 1n toj Bl Y 0 Transfer ducts/grllles sl a 01 0 compliance with Florida R }@ Butt Code - M16O2.4 3 O Return, exceptions l-ta OIIEr !9 d (U must provide unrestrictombom ah 2 _ 0) O undercut on doors to habitable Q ' > d M l._ coons. lf) r,,• Ol - xJ x ( 41 --1 LL FIRST FLOOR z o N m W _> z NOTE: ALL BEDROOM WINDOWS NOTE: ALL 1ST FLR. CEILING HEIGHTS o z o w TO MEET EMERGENCY Q I— m Q 9' - 4" UNLESS NOTED OTHERWISE O Q X Must have n lnlnllnum clearance of 4 Inches around the nlr andler per the Sta S E has an r=6 In _ _ _ _ __ _ _ _ _ _ __ _ m a- J 0 0 p c•r s• to r z.coNc vw r•s r•r anal u+E j2. b FAMILY ooK a' 17O b i Ii ie x •• 8• n , m r 1r•r +t'•r V 14x8 I cd 12• e $ 2 CAR GARAGE r•+n r•r •n r .••+n 16Q I --- nt iii b I 11 N Iy • O N H I? iui I b IT EN 16'x12' ` b _ h saw aSIfltIES d r-• s•n 61Y45 ENTRY 12d t: I w )0 WR"GE OOpiI I I ow wseslt r•* er• I r s -r s , r• I I I 1 FnwEoaEaro oeEoro FnwEoeEaro OOIfAE11I• Z'Q1 ItRO1ir WtltA L r f•r '•+n r Ir r•n r•r tr-r 11'•P 3' batho d s1. 4 t to roof o tg w/dryer w/fan ss Nutone 6 ANB dryer d s1. 4 o rooF o tg w/dryer 1,011:1box ti j 77"r"bath uct N 2d WN1 roofap 41 3.0 TON V/8KV E240V IPF 18x13 plen m•r L 22x14 rad z•r z•r s•r r.r plaat'forn by bi r• • ,r scale 4/8'al'0' 504011s 3.0 52 SM NVEYVELL 2 ZONE er•r e,r•r 20WAu ER SYSTEM ar I W k.:Z:4TZ 1K I I ° • ' BEDRM 2 , ; mm 65 3 NI I I"IeTF C7735A SECOND FLOOR N one 6 6RNB Transfer ducts/ ties sl compliance with Florida R BundbV Code - M1602.4 nce Return Air, exceptions 1Vx oust provide unrestrlctroibOoiUah undercut on doors to habitable rooms. NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE Must hav _ _ _ _ _ -06---W--G4 _ _ le air handler per the FIRST I ALL TOI All duct has an r=6 Insulation value. In RETREAT & N 6' ss 0 10x6 19cd ® BEDRM 65 18' 10x61wcd r r 45 b124xlU rag 1.3 Q s•r r•r 9' d I ®I' 1242 mg UTIL 9' q m 8x4lwcd s -,Q 20 8x4 10 c C$ Lo N U —) r, A I —4 Q' 4 LL- iRatingRatingz w > z J z o t a s• r•r ,r r-------- i n' Z6 T16 a 75 10x6 lwcd - m a- J W 10 1ER'S i B TH ; RETREAT, room SECOND FLOOR N one 6 6RNB Transfer ducts/ ties sl compliance with Florida R BundbV Code - M1602.4 nce Return Air, exceptions 1Vx oust provide unrestrlctroibOoiUah undercut on doors to habitable rooms. NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE Must hav _ _ _ _ _ -06---W--G4 _ _ le air handler per the FIRST I ALL TOI All duct has an r=6 Insulation value. In N E 0 0 1.3 Q 3.--4Pqdti O d M L., C$ Lo N U —) r, A I —4 Q' 4 LL- iRatingRatingz w > z J z o w a O J O Q W m a- J W 0 0 l,- VTRI z. I TUB i i j2. I I I I WM 4' SAN to S e w e r 3' 2 wny CO K S Zt o FNT 4 tD co LAV AV Fzeagan's Pointe Lot 11 RECORD COPY Residential Load Demand General Method 2313 square feet X 3VA = 6939 VA Small appliance load 3000 VA Laundry 1500 VA total 11,439 VA First 3000VA @ 100%...........3000 i VA Remaining @ 35% ................2954 VA I total 5954 VA Dryer 5000 VA Disposal 650 VA ' Dishwasher 1200 VA ; Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA ' Micro. 1200 VA I total 35,224 VA - 240V= 147 amps= 150 amp service i i Model 7512 OJ DI/VG Contractor David Weekley Homes SANFORD j Subdivision Reagan's Point County Seminole City Sanford 17- 1 198 James Lanier EC 0002989 Office # 407-933-7771 c: LLJ N J v LIJ a 0) H Q V) 0 LLJ U) U) Z C O LLJ c: S -0 Z Q N 0 C U v U Q Q + 3 V Z T a LLJ LLJ L_ Z W 0 Z QT LJJ C) v Z Q 0 0 Q J v, LLJ N 0 C LLL V) N w H ::3 L- LLJ 0 N + 0 J Q 18'8' 11'4' 1ST FLOOR TRUSS LAYOUT RECORD COPY 30' 18'8" 11'4"-{ 17-1198 2ND FLOOR TRUSS LAYOU OP%LDD&6 SANFORD SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B g 4-3/16' 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 HHUS46 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 9'-4" HEIGHT 5) HUS26 8) HHUS46 19'-8' HEIGHT 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 CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. US COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMEN75 INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING OWANDONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SED( PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING WRING ERECTION: AND PERMANENT BRACING WHICH MAY BE REOUO(ED IN SPECIFIC APPLICATIONS SEE GUIDE TD GOOD PRACTICE FOR HANDLING, INSTALLING RESTRAINNG Q BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' BCSI 2006) FOR FURTHER INFORMATION TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/GIT BOTTOM CHORDS THEY SHALL BE BRACED AS sPEOFlED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. 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. HI.I.V—JrJiIV 11[VJJ loll. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE DAVID WEEKLEY HOMES JOB NAME 7512 B LOT/BLN/SUBDIV LOT 11 REAGAN POINTE SCALE DATE DRAWN Br Joe NUMBER 18-17 CRH 16131 Alpine, an ITW Company 2400 Lake Orange Drive Suite ISO Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Cenificate of Product Approval # FL1999 Page I of I Document ID: I W03408 -Z2619100121 Truss Fabricator: Accu -Span Truss Conpany lob Identification: 1613147512 - B (MBR Tray) -DAVID WEEKLY -- Lot 11 Reai Truss Count: 28 Model Code: Florida Building Code 5th Edition (2014) Truss Criteria: TPI-2007(STD) Engineering Software. Alpine Software,Version 15.01. Structural Engineer of Record: The identity of the structural EOR d i d not exist as of Address: the seal date per section 61G15 -31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration Floor - 55.0 PSF @ 1.00 Duration Wind - 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shorn on this index sheet nest notch the date shorn on the individual truss conponent drawing. 3. As shorn on attached drawings; the drawing nunber is preceded by: NCUSR408 Details: STRBRIBR-DEFLCAMB-14015EC1-GBLLETIN-14030EC1- Ref Description Drawin # Date 1 19495-43A 17108709 04/18/17 2 19496--A1 17108715 04/18/17 3 19497--A2 17108714 04/18/17 4 19498--A3 17108710 04/18/17 5 19499--A4 17108704 04/18/17 6 19500--A5 17108701 04/18/17 7 19501 --ASA 17108702 04/18/17 8 19502--B1 17108716 04/18/17 9 19503--B2 17108696 04/18/17 10 19504--B3 17108707 04/18/17 11 19505-41 17108700 04/18/17 12 19506-42 17108711 04/18/17 13 19507-43 17108712 04/18/17 14 19508-44 17108708 04/18/17 15 19509-45 17108697 04/18/17 16 19510-46 17108706 04/18/17 17 19511-47 17108703 04/18/17 18 19512-48 17108698 04/18/17 19 19513-49 17108705 04/18/17 20 19514--FG1 17108713 04/18/17 21 19515--EJ6 17109002 04/19/17 22 19516--EJ6A 17109003 04/19/17 23 19517--EJ7 17108695 04/18/17 24 19518--EJ7A 17108694 04/18/17 25 19519 --CJI 17108719 04/18/17 26 19520--CJ3 17108718 04/18/17 27 19521--CJ5 17108717 04/18/17 28 19522-4.17 17108699 04/18/17 rpS Oa• J 7k Po i tSte f 7 • (NI VSri/0 A1. This document hes been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be venfied using the original electronic version. 04/19/2017 Douglas Fleming Truss Design Engineer - Lake Orange Dr, Suite ISO Orlando FL, 32837 a 17_1198 Tra I, 1b131 -//,1Z - G (MGN Iray) -UAVIU WttKLY -- Lot 11 Keagan Pointe - 1-3A ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.39" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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 4] W3X10 5.25 L 1.25 61 W3X8 4.00 L 1.25 15] W3X8 4.00 R 1.25 16] W3X10 5.25 R 1.25 18] W3X8 2.75 R 1.25 17.625" 10-6-0 -1 8-0-0 1X3 III 1X3 III 1X3(R) 3X10[4] 1X3 III 3X6 = 1X3 III 3X4 - W=3X4 3X10[16] 2X4 III T 0-8-0 1-4 0 10-0-0 3X8[6] W=H0312 3X4 = 1X3 III 3X8[15] 1X3(R) 3X8[18] 4X6 19-11-10 Over 2 Supports Bpi R=1084 100,25" AS PLF W=2-0-0F/ .;+4,$=549 AIJ11,00 1, •` v v S;•••• Design Crit: FBC2014Res/TPI-207(STD) 0 PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /O 0 15 1.0i 06 .0 T '.1 /-/2/-/-/R/- Scale =.375"/Ft. 7ARNINGI•' NOAWANDFOIL" ALL TES ON THIS "ANINGI • T LLIMIONTAxT•• FM.;; THIS ORANIIIG 10 ALL CONTRACTORS INGID TNGTMTINSTALLGS. 40.0 PSF REF R408-- 19495 Tr..... r.b.,r...r... t.r..w flbr.c.t.w.` n,t.11...p .n. pr ...p Iar.r to .,.. F • *'(` DL11N1t ..1c 1p. o KSI (WIIOInp C .pow 5. y InrorYtl sy tv1 r q RGus r r y pr.Ccl<O. 1 M.w r,1,t=, In. -111.r. prlc.,p 0051 Vn1111 • 10.0 PSF DATE 04/18/17 O plrfOr.l,q p.. f1.a1 prO.IW =1.porlry p1r rot.0 otMr. 1. t« chord 1h111 have pr"p.r1 1ct«w"O ar.ot.ra .M.`wl y Oq pot= e c1gr0 .nal h- . pr.p.rly O -he • ATE • Q DLr""'....... L«.tl«s n Tor pur..n.nt l.t.r.l .. 11nt .. s . 1 h1w brlclwp In.t.11.. p1r /L 5.0 PSF DRW HcusRaoe 1710870e s •7 •y or 10. 1f 1pp1,o101.. Apply pl.l.f to .«n r1c. 01 tract aro «s, =,on .f Mqw. 10ow 1N V • d p0rg n1=JOlnt 0 -1111. un1111 roll. --i- R1r1r t" Orwl I.OA-1 r1r 1c.,1111d p1.=1 iLil61,11 r °"' '•, / c AQP•• LL Alp, rod • 0,1,1,On or Irr w, 1.,rq Co.poro 1 Group Ino. 1na1 rot .o 11 p ible r ..",.t,1n 1- -h i7•'••b 0.0 PSF HC -ENG KM/WHK r .1-n ARslapl ,. 1r 1.r n1,W nnp."N.1 pp1ro. • • sispRANIrWCOMPANYscalaen: O ocvq 1f l u.wn.canfwr..c. v •• • OT. LD. y I 55.0 PSF SEQN- 513045 NI .n ml..r 1,10 N ...M pM I1..1 n0 ml. is -I'1•. 11Hi. WO -O, r 0rvr...1.11.1 omi-lim r..pe,lblllty -1.ly r.r W ~Q..t a•l. Th. wltl•11Ity w .w N ml. 4_4.0 r- .,ry .Crotty 1.e wllal,o Oslpl.r ARSIrtP1 I S-2. LIR. FAC. 1 FROM RF 24MLike OnWDr. Swa 150 r..p.h.l"111-y .r m. i, r E 00 Odamlo.FL 12$37 FLCOA6Dfli For .ort ,nr.r01=1.n . chis JW. •1ror11 ro • 01.1 1.a m1w ws flu. ALPINE: -1p---: : IPI: ....-p.na-..,•: NTCA: .w..pe„Wlacry.co.: ICC ....... Dou lla Fleming Lic Number: 66648 SPAC I NG 24.0" JREF- 1W03408 Z26 04/19/2017 1b1J1-/1!316 - G (MGH Iray) -UAVIU WLLKLY -- Lot 11 Reagan Pointe - Al ) Value Set- 13B (Effective 6/1/2013) Top chord 2x4 SP k2 Dense Bot chord 2x4 SP N1 Dense :B2 2x4 SP H2 Dense: Webs 2x4 SP N3 Lumber value set "138" 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 DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR 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(+/-)=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) = DAD SAO 3X6(A1) 7-1(-3 0-4-0 0 U"_0 L_ 15-0-0 _I_ 15-0-0 I 30-0-0 Over 2 Supports R=1310 U=143 W=4" RL=180/-180 AS Fl•:itiy 1111• SAI R=1310 U=143 W=4" OO C1•v`. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O 0) 15 1.0 06 .0 '8 2/-/-/R/- Scale=.25"/Ft. WARNINGI•• HEAD AM FOUN Ali SIMS ON THIS MOIIMI IM101ITAMT'• F(IIOIISN THIS OWING, TO ALL CarTRACTCRS 411MWIND THE IIISTAUIRS. T LL 20.0 PSF REF R408-- 19496 Tru roem r• ottr..... .n I....... 0,•,W l.np, M.pp 1.p, mK•Il.,.p and er-.p. ae rer totMUtat -INm or ICSI (Wllelp coop ent S.r.ty Inrer«tlon. .y Ipt e..e •IC., rer 1:.,-Ir.aY .--t1..r i 7.0 PSF DATE 04/18/17 o perror..np tMN tarot)en• Inat111•,. •b.l l veu.e1 t••por.ry br-..p p1r •CSI nl•.rot- top <bre •Z.I he 1 preporly •t— ltru 114 10,.wtbl..9 •..e bettee cbre 10,18. bow • proper) cc -r.0y r.p.e c•.1.np 1 -t -len. .1...0, rot -1-nt I.terel r•.tr.lnt or ee- Nell h.- br-I,.p ...tell- per p A CDL DL 10.0 PSF DRW HCUSReOB 17108715 r1 p co a-0, r -o or aro 1 pe•11 en o Nqa. •eovoAo. •10. O eppl.etnetheJo0•u111. 9 e t Q O 0,t .. , - un H•• rot- otlwr.l-. aero. to erwl,pl LOAd for lteneere plo . peolclenl Alp. ro. . e.v q,o-. Or ITr Iw ee...• teyw.•nU Gr• Iro. . 111 rot be rv.pon•.OI• r .0,y d-11t.on f a t0, Qf. Ow ••go 1 1111• LL 0.0 PSF HC -ENG KM/WHK AN IrWCOMAkM eree.,q..ny Collar. to )wile a« truss .n conror«roo .ItIN ANSI/1 1 t, or rer bo -11..p. .1.Ipp. nullet.en A sr n, or tru - "•. OO` 9 e••• 4Ip••••• F ( 4 OT.LD. 37.0 PSF SEQN- 513116 1 M iNl• .r Ih .r .e..r e.o. I tni 11g, .ee.•c.11...Y pr.F-.1.1r1 .11•InMrl TM A I 1wLaWOr3njeDr.5111ICISD r•opwl•111 t1 1.1•ly rer ta.1 .•11 CO3 oI1... 6 y and - oon. wlT••Illq .M w er tN l• .r -Ip rer e.Y Kr1•:tur. 1 r..Y.1e111tY •r the 9.111dim O -IV -r per ANNRpI t See. YW. ONAL` ic OUR. FAC. 1.25 FROM RF Odap,u,FL 729)7 FL COA 10178 For _. 1.1-det.- .« t0,1. deo'. pe..•r.l ro • pogo and -- eeb .1... Nu •M ALPINE' m 44p.mot-ea. WO' w..ap, . er•p Vru• ee..be,ne.•try.c• ICC .«.. e..reDou tla Flemin 1 Lie Number: 66648 SPACING 24 .0" JREF- 1W03408 Z26 04/19/2017 1b1S1-//b1Z - b (Mt3K Iray) -UAVIU WLLKLY -- Lot 11 Reagan Pointe - AZ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP k2 Dense Bot chord 2x4 SP k2 Dense Webs 2x4 SP N3 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 OWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY 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 a 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) N III U)(D = OAD = cn-a m 3X4(A1) = 3X4(A1) 6-1(-3 0-4-0 L"4- - L 13-0-0 _1_ 4-0-0 _1_ 13-0-0 _I 30-0-0 Over 2 Supports p S F(FR=1280 U=146 W=4" R=1280 U=146 W=4" RL=160/-160 OO C1•••. ..•••• Design Crit: FBC2014Res/TPI-2007(STD) a '`•J $•• • PLT TYP. Wave FT/RT=O% O% /0 0 15 1.Oi 06 .0 T 'Q /-/2/-/-/R/- Scale=.25"/Ft. WININGI•• READ AND FOLLON ALL NOTES ON THIS DOMINGO • IW4=TANT•• MOORISH TNIS ORII.IM TO ALL OWMAOTOLS IWAAMIIIa THE INSTALLERS. TIC LL 20.0 PSF REF R408-- 19497 Tr,nw. ,puv. e•de. <.ro m r•er,e.ap, e«Iel,e•. •1,,pp4e14, Ie•ull,p .,m er«,e14. Nor•r to .La r : * DATE 04/18/17tMI.uK .elUon or •C$1 (Wllelry Co oe.nt br•ty Inror••de... Or TPI .,w •TCAI rer ur.tr pr«t.<o 1 • I DL 7.0 PSF to p.rlor.,e14 tM•. r,n<t,•n•. 1„•t14 l.r. •1,.11 prev,N t<.vor•ry 1,r«,,.a pr •CSI. Ilel.0 roc« eCMr•M • top <rore •1,.0 ea• Propory .t— •armtvr.4 •I L-9 «.e 1,o— <-ro •1,144 L.w • vrovey «t .e • AT a Q1, DL 10.0 PSF DRW HCU$R408 17108714r1141O •441„14. Loc.tlon. Yw, Ior prr•.,,w,C I.Nr.I •• .Inc s . 4 1,.w pr.clep 1e1t.44.• qr /L • 1S. 1,r or •Io. a •pp14<•e1.. Appy $1 to co .«1, r«e or we•• ..e po•,c,m Po •Iww. •I,ew .,r V • • reale et O.c.n •. ,nl••• roa.• etMr14 •.. A.r.r c. •rw, Iial1•L ror •t.,.e..e vl•c. vo14 aa.•. • • a app [ _ r , 90 •. R P0 LL 0.0 PSF HC -ENG KD/WHK Alp.ro. • e,•,•,on or ITr Ileil1. ho 1 4.o • Grog IM. .1 •1,.11 roc 1,p ror 1—,el• r 4•.y •ev,•t,en Ir.p sl, L.O w •• O ` • AN iW ppMAWY rot•IIro4 •t,e„y • Or«, co eu` rrow1,. tr••. In <on wp•ro. .,t1, ANSI IIPI I, or ror e•Mllry. •n4ppip, -4 •••••• ••• F •••• G ( OT.LD. 37.0 PSF SEQN- 739237 r••14jv1,•1s1:t1111,r M irof- Mo ••i114e 11Y4' iw1, ro Te o IC•C111I•Itytia e.• of th4o 1O r i,Vfxrowyof-at4. e` Y 2400LaW Dr•S,ute Ix1 r•.psrlel l lty .f Mo IWI Ia4op 0—Ig— 1rr ANSI/TPI I S•<.2. ••(y„MM•••.,A y OUR . FAC . 1.25 FROM RF Odado,FL 32837 Fer «r. Ierer..t4e.. •.. t1,1. gee'. 14.1,.114ro • p•a• •,.e1— we .It.•• 1w••A u FL COA 020 ALPINE' —.1p,ro11. <e.: TPI •—i,p4e•t era. •rrCA .:'.•e<Ir s„ ry. ; Ica ... <..r<Dou Ila Flemin r Lic Number. 66648 SPACING 24.0" JREF- 1W034O8 Z26 04/19/2017 l IDIJI -11064 - V (Mt3H Iray) -UAVIU WttKLY -- Lot 11 Reagan Pointe - A3 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP Jit 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. 5X6 s 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 111 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. 3X4 = 5X6 3X4(A1) = " 1d - aAO - 3X4(A1) 1"441 I"4 q L 11-0-0 I 8-0-0 I 11-0-0 I L 30-0-0 Over 2 Supports R=1273 U=148 W=4" RL=139/-139 PLT TYP. Wave L pO C AN I W COMPMY 24W LAt Onnge Dr. Suite I 5 Odwdo. FL 32837 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=096(096)/0(0) 15, a•WARNINGI " HEAD AND FOLLON ALL NDTES OM Te15 000ING8! i IMPORTANT•• FURNISH THIS MAKNG THMAKINGTOALLOONTRACrORSINCLWIE INSTALLER. j Trp,x, r«umo . ar... car. m rwn utuq. nom 1. q, an.py.,9, m,ull..9 ...4 er.ciq. Ror.r ao .,.4 o I.t.at .4. t.on of OCSI (...l4.np Coepon.nc S•flty Inroreat. on by 1Pl W RCA) f r 1.fatY Plactlps P t . f...ct. p.s Inacellers sna11 por.W taopor.1y 4r.c..9 W, KSI. oenlass roca4 otMpcn.r4 sh..6 h- propariy • tacna4 atrect rel 1M 14,6q .n4 «t- 1- a 11 nave a proborly .ttae 914 .•.Ilq. Lec.t.ona ,i.,.ntror p.rriarontYl •leral r r•{nc o s M.11 . . br.c.q . t.l la4 par I es. eT er ew.. •Ppl waelo. Apply plotos tee- r. cer orpp . a.W po,.t .a a1ww. .bow a hatJolnc 0.t.11s. unl..a rot.4 otMr..ae R-1 to 41..6.91 16"A Z ror.c.,W Pi.te poelt.ona. Alp, ro. • 4.e mim or ITr WU4te. C,..,onent, Gr..p Ine •All roc bo roapons.blo !Or ony 4ee wt.on !r« p .nY r.aor. to Ou t14 t ru» m cent er.aro. .Kn ANSI/r I 1, or for Mn41iq. ,n.pp.q mc•naum a er:..9 or w1 -,"1 . 4,-119 .r w..r ~ Il.tlq NI. erwlq. IN l..te. «c.PtarlC..r Pref«Apia«I eglMpr li eapene1.11tr -1. 1, hr tru mel O• Aho Th. wIC.OIIICY er NIe .1wlq rer .rry Kreeture 1. 61:,111Gy of she N.IIl41q O«IIP, bb, ANSI/TII 1 S.e.S. For ro .nror«t.on a , Jab a pral ro , P.Po .n4 LM - it.,: loALPINEo.w 1-ob. TPI, o.n> ano tpt o,y. RCA. a ,ec.roeatry c . ICC: w. roD l rE -%,- R=1273 U=148 W=4" MATE OF I: c[ 0 R Q t eejRlwRR 1 s ONAI 04/19/2017 L/-/2/-/-/R/- T LL 20.0 PSF k DL 7.0 PSF 8 DL 10.0 PSF LL 0.0 PSF TOT. LID. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R408-- 19498 DATE 04/18/17 DRW HCUSR408 17108710 HC -ENG KD/WHK SEQN- 739241 FROM RF JREF- 1W03408_Z26 I, 113167 -//TIG - IS (mCK Tray) -UAVIU WttKLT -- Lot 11 Neagan rointe - A4 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP A2 Dense Webs 2x4 SP N3 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. THIS DWG 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 MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC Q 24" OC. 5X6 = 2X4 III 5X6 = 3X4 (A1) = J,.-. aAu — J^ot 3X4 (A1) l"4 l l"4 - L 9-0-0 _L_ 12-0-0 —1— 9-0-0Icc _ I 30-0-0 Over 2 Supports tIIplOyry) R=1215 U=287 W=4" c• F R=1215 U=287 W=4" RL=119/-119 0 • SF•''• Design Crit: FBC2014Res/TPI-2007(STD) V PLT TYP. Wave FT/RT=096 096 /0 0 15 1.01.06 .0 Q 2 L/ -/2/-/-/R/- Scale=.25"/Ft. WARNINGI•• IIEAO AND FOLLON ALL NOTES ON THIS ORANINGI • O. T LL 20.0 PSFlllaTANT•• FLWAISN THIS aAtING To ,ILL Cm1Itor a3 INCMIN6 THE IIIST"Im. REF R408-- 19499 rrb,w, rb.u.rb b.arw caro .n r.br.e.a.ro. nw.el. ro. ,n.pp. .n, ..p ..p: o an. 1a..a wale er acSl <•"11e1 ro. tai. .n. er e. Rbrbr a w. 11 ro Cew I, S•roty Iereroalen, by TPI ww •ICA, r•ty pr.ttlb.. DL 7.0 PSF DATE 04/18/17 rb... to p•rfunCa.on.. In>a•Iloro Y.•11 Prev.w a•robrory .roc.np Por •CSI. 11--, notes otM op chore ,n•11 n•"u prbporly •tt•cn•e atr.tt rol ,M•MI.q •ne eoala chore M•11 N"• • properly •It•c cIl,ro. Luc•tlon....,... Ior p.r.•mnt"1•tor•1 r r•Int o w N•11 new Or.blro .n.t•Ilw wr •S n 4ru>. r • ATE : DL 10.0 PSF DRW HcuSR408 17108704V1rlpl. 13 rKbrbr oro pb..aot, •a ,now, •eo"• mer •lo..> •ppl.<wlb APpl11 pl•ab• 1p. an . J•ma 0.a•II•, .wlo, noaw eaMroq•. R•1•r ae slop, Ib•A-: to, •t•,d•r0 ONw po•la+m• LL 0.0 PSF HC -ENG KD/WHK Alp.,;. • e.u,,.an •r 11r W.le.ro Cae•nant, Greg Ine •11 nba w rb,pbn,.bl. r b^y eeb.•t.bn fres e N I•,lur• Ou11b 1 far n.nel.ro, 1 P•• AN IIINE:oMMNY w.,.p. wy ce aM cru» .n banrwe,r.c• •IannAxSl/IPI or fn.pp.,q. n,a.1l.a.on. erec.ro er a. b.w,. 4 ••..OR.••' OT.LD. 37.0 PSF SEQN- 739245 WI ae cel. •rw111..r oy.r P." II.i11p NI. •fwlllp, 1"1— wwN.t•re. of •r•rw.lwl wglll..rlp r..pwelblllty wl.ly r.r w M10. Yew.. T1.. wlc Misty ed ~ or t/.l• •—Ifle r r w.y •V.itur. 1• Ey Sri, S j_ j• N••el•IIIt1 .-IWll.lro Owlprer A1131/t/1 1 Sw:.E. r/0 1 IJ tr DYR. FAC. 1.25 FROM RF 14WLAtOImpDi. Slute150 wr V -'M- OdadaJI. 7:837 FLCOA90278 For wr. Inrore.al•n >.. al.l. les•. p•,erol ro p•po •n. tn... ws .la..: ALPINE eee..lp.n•.te.tbe: TPI- .•e.tp.n,t.er•: IITCA: w. sec.rob>try.cw. 1co:.... c-431Du rla EUU1aeN1111u Fleming Lic Number: 66648 SPACING 24.0" JREF— 1W034O8 Z26 04/19/2017 V-41-114- - o \1HOR IrayJ -UMVIU RCGRLT -- LOT 11 Reagan rolnre - HJ J Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x6 SP #2: Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" 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 ! 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 THIS OMG PREPARED FROM COMPUTER INPUT (LOADS IS 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- 236.98 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- 457.69 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. 6X6 = 3X4 = 2X4 III 6X6 = I ILLJ = 3X10(ASR) L "4- l" 4- L 7-0-0 _ L 16-0-0 I 7-0-0 I 30-0-0 Over 2 Supports R=2643 U=671 W=4" Design Crit: FBC2014Res/TPI-2007(STD) 61 v PLT TYP. Wave FT/RT=096(096)/0(0) 15.11.410619'.0 1 17ARNING.1" NEAO Alm FOLIO ALL NOTES ON THIS ORANIN61 ANT.. FONNISII THIS ORANINO TO ALL CONTII=4NIS INCLWIM THE INSTALIA". Trusaoa •oM,ry aatro•O u,e m rmr.uu,q, n• .", M.pp„q, mat•II.,Ip •ro •r« V. R1r to Ind r I or •CSI (Wlldln• CO•PM1nt S1r•cy Inror••tion, •y TPI r 1 RCA) ror •1rety Pr«tic•• 1 1aM» 7ATErvtlonaInaa•111a m•I I Prov,- aey "" Or«,n9 p•r •CSI. II,I11s rotor OCMret1P1M4 •n•11 nor• properly 1-1- 1-tur•1 oh-hbq «.d eltto• mord M•11 n•vo • preplrly •cc r.p.0 c1,1„q L«.tion. - for Pvre•,wnt .•a 1 r»arl,nt of MOv 1-111 n.- Or«1,p Inst•Ilm P•r 0 . a T Ng a Q. e7 or 010. » q 611n•lo Apply P1•aua to O«n r«o or cr ord poa.uon •s M.w.. •po-A- J.- O• e aMaJO nt 0.t•11• .n1»a roaod otMre.••. Reran to 1lelnpa ISWZ' ror •c•,Id•.d PIa O pos.clons t' f` AIP. ro. • d,v,•.on or In •un•m9 Cegwwnc• Greap I« nen roc •o reapon•.•Iv r •^7 dov,•a o.. rro. cn 9O/L OOR\ AN rrW COMPANY a.,q. •ny gllvr• w M,1d tn1 cru» m cone or•1ro1 dtn ANSI/TPI t, er ler n1 1 l,q an.pplunac•n •t. e,. s •r«,... •r cru•av ro I I 4i •trsee-* • 1 an VII. •rr.Iflp er •w•r p•O. 11•tlrq VII• dr••IrV. IMIe•w m••pT•rI•• of pr•f••elp 1 •fglr•Mrlflp ry, N I0111cy r•r •••1971 TM Mlc•Nlllty •M w of VII• Nr.lrr IfM mry •Lr1.Cc1• 1• OAIAL 24W Lake OmW Dr, Swte INl10111cy oror ur Wlldlr.• 0..1•rrr p1 NISI /Tpl 1 Ss.zdi" r pr VVI ...'' v Odado.FL 32877 For ire ,-ror.. ,m ... cn.a Jm a 91.1.1 ro a Pore 1 1 t 11• alt. 1.«, roPaaryFLcoAAO278ALPINE .OIy.M.w.ca1 `TPI• -P.- -9. .TCA < 'cc ..rvDOU ria Fleming Lic Number: 6664 R=2643 U=671 W=4" 2/-/-/R/- TCJLL 20.0 PSF L 7.0 PSF 9 OL 10.0 PSF LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 04/19/2017 Scale=.25"/Ft. REF R408-- 19500 DATE 04/18/17 DRW HCUSR408 17108701 HC -ENG KO/WHK SEQN- 739249 FROM RF JREF- 1W034O8_Z26 IOIJI-//71L - C (mI3K gray) -UAVIU WttKLY -- Lot 11 Keagan YOlnte - ASA Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: T4 2x6 SP SS: Bot chord 2x6 SP SS :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Our.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 11.27 TC- From 56 plf at 11.27 to 56 plf at 23.00 TC- From 56 plf at 23.00 to 56 plf at 26.00 TC- From 56 plf at 26.00 to 56 plf at 30.00 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 11.27 BC- From 20 plf at 11.27 to 20 plf at 13.83 BC- From 20 plf at 13.83 to 20 plf at 30.00 TC- 236.98 Ib Conc. Load at 7.04 TC- 169.13 Ib Conc. Load at 9.09 TC- 175.20 lb Conc. Load at 11.27 BC- 457.69 lb Conc. Load at 7.04 BC- 126.68 Ib Conc. Load at 9.09 BC- 1382.74 Ib Conc. Load at 11.27 4X8 = 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" 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, 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. Calculated horizontal deflection is 0.20" due to live load and 0.26" due to dead load. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE No SIZE 91 W5X6 131 W3X6 3X4 5X6 = LATERAL CHORD SHIFT BITE S 1.50 S 4.00 T2 6 3-1(-3 6 r 0-4-3 o-0 82 1 rYs: 3X4 = 3X4 =20-4-0 UA0LVj =- 3X6(A1) = A-% 3X6[13] III 4X6(SRS)(R) // SX8(BSR) I< 7-0-0 _I_ 16-0-0 _I 4-7-0I cc I 30-0-0 Over 2 Supports R=2807 U=688 W=4" /0-. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0(0) 15. 9 - NII/ • 1.01 O6 .0A A 2/-/-/R/- Scale =.1875"/Ft. WARNINGI•• HEAD Alm Falx ALL NOTES 00 THIS 1111110111111161 IlIPWANT" RMISH THIS 0110/1100. TO ALL COKM*ZMU I•CIODIHG THE INSTALLM. rTV WILL 20.0 PSF REF R408-- 19501 Tru..as re.u.re a tr..e <1,o to fffir.uNn•, M1.,.el te•, .n.pp•.0• .n cal..0.ro br1<..0. Re lar 1 iOrtMLN*1 .e11Uon or •CSI (fall le,.0 Ceops-t Slray lnrofYNo-., by'IN .ICA) ror ..re Cy --t, p. 1 : , L 7.0 PSF DATE 04/18/17 o p.rtor..np tM>. ru.cc.ons In >t...... .....rOYI.. te.per.ry br.<..0 p.r .CSI IIn1... -t.tl OCMr. lop FDLMr011011MvoPrepurl nat. clwe Kructura .M.tM1I.0 fro bet^ <Mre .Mil M1.,,e . prep.r.y at r pltl 11.1.0. I-11 ona 1.1 pur.vwnt I.t1r.. r..tr..nc b> 10.11 v. Or1tl.0 1-.11.tl p.r ATE 10.0 PSF DRW HCUSR408 17108702 A, j 01 er 010. 11 1pi,11<m11. A°ply P..te1 to ee<M1 -I or tr pW p.>Ic.an .> tM`Jo nt 0.t..1., un.... rotetl etMr..M R1 r.r to tlrtn. 1600- ertr "'"""tl °'a'••. IL` LL 0.0 PSF HC -ENG KM/WHKIO:., y AIP.ro . tl... mor 1710 •w leap C<.po,wnca Grolp In< MII rot M reopen>.blo r .ny .vvut.en (r1. 1 QP.• tM1 4f • C 1 • O AN RIMCOMpVJY N.np..ny l..lur1 co bu.le tM cruaa .n <enfur..nc. .ItM1 ANSI/IPI 1, er for M1.,.tll,.0. >n.pp1.0. t.11lt.on • .r1<..0 e, F+ s •••••• _` OT. LD. 37.0 PSF SEQN- 513066A••• 10.1 -,"1. art.ln• .r fiyr = I ISM.@ M. •rtl.l.0. IN•I.•W f1eo.Pt•fle• .r profN.l p..l •.0InMr1 y sy 'O `_ illy ..11131 r.r w fl»I•P Yw.. TII. eult.101llty w w or this •'-'M rer A"y .%-tar. 1. V l 24(I0L&W DI,SWIt ISDFt r1lPofu lblll ty or w 0.41...0 01e.0rr p1r ANSI/TPI 1 Si 2. lyly rilllY DUR. FAC. 1.25 FROM CH o1+lLCOA 327)7 FLcoa ns e:` ' ,nr...t11n >» `n1"°° ' °'""' "° ' °'°' '"° ` '1° ' ALINE IV.roK. : TPI .tP.nu.or0. RCA. m .b<.ne.l>try <: 1«.... ..re Og31la -ming Lic Number: 66648 SPACING 24.0" JREF- 1W034O8 Z26 04/19/2017 IO131-//3I9 - O WR1DK Wray)-UAVILI wCCRLT -- LOL II Keagan rornte - IIT ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 =_ THIS DMIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.68 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. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. LAV kM I ) 7- 5-0-3 0- L,_1-4-0_ _1-4-Oy L 9-4-0 _I_ 9-4-0 _I 18-8-0 Over Continuous Support R=103 PLF U=23 PLF W=18-8-0 RL=7/-7 PLF O v.• • .•• '//,#I Note: All Plates Are 2X4 Except As Shown. Q ,•• $'• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /O 0 15. 1.0 06 .0 T /-/2/-/-/R/- Scale =.375"/Ft. ARNINGI•• READ Alm FOLLOW ALL NOTES ON THIS ORA/1100,1 TC LL 20.0 PSFIlORTANT'• FINISH THIS ORY1GO TO ALL CONTRACTORS IMMDING THF INSTALLERS. t REF R408-- 19502 Tr.aw• we.... ao »rlor..,q tMND aru.»ctl`•n• e. m MIII'nrob1-,,,;. ft - 1 : I * jtt L 7.0 PSF DATE 04/18/17M1at.otwofWSlWlel.9 Ce•po—t Sapy 1nD».^eyTPI OKA) ter eret I—...... eCSI Vnlesf roc» olMr. • lop <Mre •1.111 n . pre»rlettKMe etr.ctuHl •Metnl,w .ro »tt a 1M1e *h - 7" d tMl• e. 10Jol. ntI• l0.^lnr pter. •.lILeel«rursroe•a1tlloo• nOe urollea» aMOfotMrtrp. r. e•r• I»N.hn encRot anrrleaertr eaol••roO• rr.neeltln•p• Ir«wr c•r.. • fe 1Mva . prep.rly •tt 9. •F TRE aQQ;••• DL 10.0 PSF DRW Hcusa40e 17108716o67Te o.•.e bolt . r•« ntooLP0NFrtuT TWA-! terroPOIC, I-11tin Alp,ro. . e..n Iro.11 roo fol »y t LL 0.0 PSF HC -ENG KM/WHKyON, n ANSI/IPI 1, or 1.r eeroll.q, Nlpp l..p. n ` AN WrWCOMiYWY .w,a.110a.en A Dr«...p er ar..w.. ih Fss •••••••OT. LD. 37.0 PSF SEQN- 513006 I M NI• •rWif.e M q..ef pe•e Iletin• NI0 •r»111•. INT»t» *Wept * of pr•f».Ief1.I en•IAA•fl r..p•naalltr »Hly Lr w deelen al—o. TTI. wlte•IIIty w W of tel. er»Iq ret .1a .tr.CtW 1. VV OUR. FAC. 1.25 FROM CHr.•po»lelllcy .f ah• Wl Nlnp Oeel9r »r ANSI/TPI I S«.2. NOD Ule Onnge a. Swle Iw ryT IIW Orlaldo, FL J278 For .Dr. Inror»tion • tme JoD s p.rora ro + 0.11• w t .0 .Ice.. FLCOA 2T6 uPIHF ..- .lp•ro.t..<»: TPI. :. apin•a a,•. RG..wo.e<.rou•ary « ICC- ...• <..reDou Ila Flemin r Lic Number: 66648 SPACING 24.0" JREF- 1W03408 Z26 04/19/2017 1b1J1-/1b1Z - C (mtfK Iray) -UAVIU WttKLY -- Lot 11 Keagan Pointe - 62 ) Value Set: 136 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP k2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 22.68 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. LC1-4 -I1tJ IG1-4 -0:-J L 9-4-0 _I_ 9-4-0 1 18-8-0 Over 2 Supports R=786 0=186 W=4" RL=122/-122 R=786 U=186 W=4" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O(0) 15. 0 6 TY. N. F -/2/-/-/R/- Scale =.375"/Ft. WARNING I•• READ AND FOLLO• ALL Mores ON THIS •RANIN61 T L 20.0 PSFIWNQRTANr•• FwNISH THIS awlNc To ALL CWn. TM imiwIIN. na INSTALIFK. _ y REF R408-- 19503 rrussos .oRm ro oare.e core m rmnut,np, ".M1.ro. s",vv,ro. ,nsc•11,ro aM er.c,ro R.I., c• •M r. t". Im.a w,t,on •r -S. cw.ld.ro e•peMnt :.r lure .a1en, a TPI w •rc. r.r .ArayI 1 7L • TC L 7.0 PSF DATE 04/18/17 o p.r Tor., tM,. runet.on, In,t.11 1M11 ro p.r Mtr' e•t"•—,. ro p er,.. t..P•r.r er.c. .4I h Vn1.1, ., y cep ,Mrd 1"911 ".re vrev.ry •cc.eMd struewr.l s".•t"Iro em sotto. <Mrd •1..11 ".wr • cc.clyd ss ATE •„ Ng vrowrl rlp.d C., I1n9 Lec.tlen, ,I.e.n r•r ppr..Mnt 1.t.r.1 r.str.,nt er .•es ,".11 "... erm,ro ,n,t.1 . p.r . O, /`ZIV(, L 10.0 PSF DRW HcusR406 17108696 d LP0 es. er or ow.. •PP1,emlo. Apply v1.te1 to es. r9ee or t . •..d ws,toa.., cMtJ...' ••c9,ls. ml••s'Mt•d •tMr. a.. N. r•r co d 16GA-t Tor sc.nd.rd wl ".—on. is LL 0.0 PSF HC -ENG KD/WHK Iv,.w. • d,r,s,on or In •... 1d,.q Ct.p..wnts Group Ine 911 not ev rosvo..s,e1e r •ray dw,•t.on rrev t" • 7 g .• .• R Q 9.,ro. Any r.11ere to a ,1d t". aru.. ,n e«rer.. e. .,t"^AHSI.rPI I er rrr M d11ro. ,",pp,ro. ',' Iy Vs •••••••••• AN Ir\M COMMNY nu.l I.t,an . era...p or cru.1•.. OT. LD. 37.0 PSF SEQN— 739525 WI «, sN1. •/ob1ro .. sever A•M 11a1ro this •yplro. lrrle•W •pp•ptYla..r Pnh..1.11.1 •rolrreylq w•n•w111ey ••I•F•r w d••1•m••o. n D., switmnoro tleyw •r is dros1ro •^y •vyserW% r• OUR. FAC. 1 25 FROM RF2JU0LAoOrangeDr. Slule ISI rppv,•1e111y .r diM O•• • u•• •,1111gi.r Por ANSI/TPI r S-2. UIOIBIB Orlaldo.Fl 72877 FLCO.Ib•7g For ter. mror.. ,o., .1 Jm psn•r.1 —to. v.po .M us. we ,Ic., ALPINE .--..is ......; 'PI _ P,nst arp; WrCA• .•. sec,nduatry cop. ICC AAAA a [)OU 111 Flemin r Lic Number: 66648 SPACING 24.0" JREF— 1W03408 Z26 1, IDISI-/IDIc - a (maK Iray) -UAVIU wttILLY -- Lot 11 Keagan Pointe - 133 ) Value Set: 138 (Effective 6/1/2013) Top chord 2x6 SP SS :T2, T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. 0-4-3 I 4X4 a THIS OWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 23.01 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roofedge, 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. Calculated horizontal deflection is 0.19" due to live load and 0.26" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. L 6-11-0 _L_ 6-11-0 I icc 18-8-0 Over 2 Supports R=709 U=159 W=4" RL=94/-94 703 U=157 H1 0-4-3 I 0-4-0 7- 4-0-3 Design Crit: FBC2014Res/TPI-2007(STD) / PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 0 6 /2/-/-/R/- Scale =.375"/Ft. WARNINGI•• READ AND FOLLON ALL NOTES ON THIS ORMINGI I atTANr•• FWIISH THIS OWING TO ALL CONTRAGrM INCLWING THE INSTALLAM. _ i T L 20.0 PSF REF R408-- 19504 Tru..os •oa.•r...L..•o <•r. .n rWr•c•L...p, n., ,1 . .n•W•.•. ...L•1I 9 — .'sc.• ,. R.ror co •..• ro • 1 R r ECS! IRu11Pbq cL•Po•.•°L S.r.Ly 1nr.rgL•.n..y FPI .ICA) r.r ..r.Ly Pr«L.<•. : ; TCtLL 7.0 PSF DATE 04/18/17 P.rr...••.y Ln•.• In,L.11... _..1 P.— L..P. ' SCSI. IA.1... ..so ....'"' ' : ATEL•P <nor° ...II n... Pry sy •cc.on.• .Lr.<Lur•1 •n.. ,,, .m •oLaa. <nur• sn.n n.w • Pro.•r1y •tt.d.w • riP.• <..I..p L«.L..1:Z o r.r P. -.•.•.,.L 1.L.ra r.•Lr.1nL ., ..•, n.11 n..• Pl.< .°,L.11.0 yr 8c • • 10.0 PSF DRW HCUsa408 17108707 j • PPi.<•.I. APPY P.- to w .« n r•<. or Lr. o..• P..•L.a....1......•o.o ..° • • RO LR' 1.' R.10..' eL•a .Ln.r.1«. R.ror L. •r_. P, IiGA : r.r :Lrm.ra P1.r.N . 1L•.n.. r ' 9y 0•.•%Off". LL 0.0 PSF HC -ENG KM/WHKAIP •••.. • ••.•s.on or ITR Ru.1•.,q co.p.•....L. Gr.- in<. -11 —1 - r..pon..•10 r •...•L.on r e• Ln s n• • AN rrWCOMPAW ° ....°oL A e'.q . "«w .Lr... i. <, .r...<. •iLn MSI/TPI ,..r p4,'•••.....•• OT. LD. 37.0 PSF SEQN- 513057 I .n thl..r I11y .r •«.r ..,. I I.ri1y this •r 111.. In•1•.T•• smsPc•ros sr Rrsr..•1.11•I .10111...111E '4,Iy,ONA, DUR .FAC . 1 .25 FROM RF P...Ielllcy ••1•h rr w MIO• •11••n. Tb wit.Rll Icy .11s w •r this •r•1I•R for ny .vlsc.r. I• .... y_• 2W0Lake OlanFeDF. Sulu130 r•.Po..•i•Illcy or w wI1.1p 0..1owr P.r ANSImI t 5•c.z. 41•L.LM Orlando. FL 32837 :.. ter• ...1 .•Lion .••.. Jo•'s y...•r.1 ... . P• ••m cn•.• — .ic FLCOA10n8 ALPINE ....IP....1t. TPI •.. p—Lora. SVCA ..P",.P<,..P..cry <o.. 1« •.•.•<c.•r43i0ula4 Flemine Lic Number: 66648 SPAC I NG 24.0" JREF- 1W034O8_Z26 1b1S1-/1b1Z - 5 (MISR Iray) -UAVIU WttKLY -- Lot 11 Reagan Pointe - F1 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP N2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set ••136" 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 6] W3X8 3.50 L 1.25 13] W3X8 3.00 L 1.25 0-8-0 3X8[4] T 1X3(R) 1X3(R) 3X6 3X8[6] _ 3X4 = 3X4 = 3X4 _ 3X8 = W=3X4 3X8[13] = W=3X4 =_ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 2x6 continuous strongback. See detail STRORIBR1014 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. 0-8-0 1 140 T10-0-0 1X3(R) 1X3(R) _ 0jz-c8 i cc 29-10-8 Over 2 Supports R=988 W=7.25•• R=190 PLF W=11-11- S FL c yo ..•• Note: All Plates Are 1X3 Except As Shown. .•-•` S '•. Design Crit: FBC2014Res/TPI-2007(STD) v F PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1.041.061,1 .0 QT .1 2/-/-/R/- Scale=.25"/Ft. WARNING, •• READ Alm FOLLOW ALL NOTES ON THIS ORMIMGI IMNNRANT•• FUMISN TMIS •nAM111D r0 ALL coww,47mT• imivaiND THE INSTALLERS. IS CI T LL 40.0 PSF REF R408-- 19505 th. la.a wlt•on ur TCSI nu ltlinp 70. Truaso, r.au•r. - c•.eo ur. •n fbr•u hS..rofatyl•np, ah•ppvp, macall•p •ro br•c•np Ra Por co .•a 1 • Ca an.nt Inrore.l•.n. by TPI . a iu) far ,...<y or.ctl<..rjrl o P•rlore•np th,,. farot•ons Inac.l l.rs al•.II provltl. toepbr.ry bro<•no •CSI. Unl.as roc.tl ocMr. j DL 10.0 PSF DATE 04/18/17 p.r aoo <hortl aMl1 h.v. properly .ttbh.tl ,irucWr•1 •M•thlnp •ntl bocto• cora ah.11 hew • vrap•rly •troth 1 • • r•pltl c.•Ilnp Loc•clon, ,he.•, Tar p.re.n.nt I.t.r.l r.,tr.int .f wea ,h..I h.w br.clrp •n,t.11.tl Per N /. : ATE •: l. •1 or •10. .a .ppl•cble Apply pl•toa to oxh f.c1 or true •ro pos•t•an •a sho.n bow onO V o DL 5.0 PSF DRW HCUSR408 17108700 a1rI X11 O 11 O II II UUU n • nt O.a.11,, unl•„ naT-tl .th.r.l.. R.f.r I.e tlr•P•.p, 16CA4 ror --re pl.T. ooa•o•m, :. F p. • Alp,.q, . tl•.•,•O• or TV G.. I. p Cagonon , c. ouv lnc. ,hall roc bo ro,pwR•ble Tor .ny sore••on rr.. ch O .• \O • LL 0.0 PSF HC -ENG KM/WHK AN nw COMMNYFMY tlr.-•np, .ny f.•lur- <o bulltl lM truce, •n <onlwwc. .Ith NISI/TPI 1, or rw hWl•ro ,h•pp lip, ` • Ilkneeelle% V e•••O 11oiiii ` OT. LD. 55.0 PSF SEQN- 513080b/• clue ero.11lj . aerer pe•e Il.tlrV dile rwlro• Iroleago em.piwlee of proMelwlAJ elplrleeflq Ter W N..IV Yawl. Th. icy '4 s/O AL " r..pph.lellltr .el.ly .ult.bll ol.e l.. or til•. ar-1.F . Ny .crw:tore le rwAaw.•Iblllcr or til. 50 dim OwlVdr Ar NGI/T 1 T S-2. DUR. FAC . 1 .OD FROM RF24OLakeOrangeDr. Su1N'15O r. Far E I,wOdmdu.Fl 32771 FLco,(nns 1p.—I r .an , thli— • -IrrCA ro , P.p. «.tl ih•.• ..b —., e m1 ALPINE ap•rolt. .` rol • tpin,t o,,..Tu-,b<lntla,try.<a.: Icc• ..... ,afaDou lice Flemin r Lic Number• 66648 SPACING 24 .0" JREF- 1W03408 Z26 04/19/2017 161J1-/7S1Z - t$ (WR Iray) -DAVID WEEKLY -- Lot 11 Reagan Pointe - F2 ) Value Set: 13B (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 "136" uses design values approved 1/30/2013 by ALSC Max JT VERT OEFL: LL: 0.25" DL: 0.20". See detail OEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. WARNING! THIS TRUSS IS NOT SYMMETRIC, BUT ITS EXTERIOR GEOMETRY MAKES ERECTION ERROR MORE PROBABLE. IT IS IMPERATIVE THAT THIS TRUSS BE INSTALLED PROPERLY. TRUSS MANUFACTURER IS TO MARK THIS TRUSS FOR PROPER ERECTION. 0-8-0 T 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. 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 61 W06 3.00 L 1.25 15] W3X10 5.25 R 1.25 18] W3X10 3.25 R 1.25 19] W3X6 2.75 R 1.25 20] W3X4 1.25 R 1.25 24] W3X4 2.25 R 1.25 16" 16" 5-2-0 9-0-8 13-0-0 3X10[15] _ 3X6 _ 3X8 - 3X4 = 3X4 = W=3X4 = 3X6[19] 3X4[24] 1X3(R) _ 1X3(R) _ 4X6L6J =_ 3X4 = 3X10 = 3X10[18] 3X4[20] 3X4 = 0-8-0 1 1-4 0 T10-0-0 5A4 = 1X3(R) a 1X3(R) F 17-11-4 il-]E 11-11-4 _1 29-10-8 Over 3 Supports lltnutatt iR=909 W=7.25" R=1911 W wC [1 wiiR=563 W=7.25" Note: All Plates Are 1X3 Except As Shown. OVA.*,,•'``QE S'•4 -0.17X/ -/2/-/-/R/- Design Crit: FBC2014Res/TPI-2007(STO) PLT TYP. Wave FT/RT=O% O% /0(0) 15 1.Scale=.25"/Ft. WMINGI" READ AND FOLLON ALL WTES ON THIS ORANINGI • INIORTANT" FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. • T LL 40.0 PSF REF R408-- 19506 Tre.w. r•.err.. tr1- no.NLy 1 •n.pt— rnsc.11—I .rya br.o,rrp A•r•r t. w 1 ; * *' DL 10.0 PSF DATE 04/18/17cNI•cot wlaer. or • csle(•. m.`rp'bcatpon S.r.q Inr r..a en, Apr TPI •rr. •rCAI ror •r•ty pr.cu c•1 • to p.rfor .rrq tM» rurotrons. Inat•11•rs 1.•11 prOV.M t..por•ry br.o rrq p•r •CSI Ynl•ss rotor otN • • • op cNre sb.11 Nv pr 111, •tt•elr•. strr.tWr•I •n•.tblr.• fro bocco. obore .NI I nb ;op.rly •tt.clr : ATE i DL 5.0 PSF DRW HCUSR408 17108711npbprlr.q Loc•U on• slvn ror p.r.•n•nc IbNr•1 r•atr•rnc oI verbs Y.•11 Nv Apr 1 mtN l•e 1 s •O 61 or •IC. s .ppl ra•bl•. Apply PI•tos to o.tn r.c• or cru .rrc po-c— •s ww.n .bov..rrclj 1111rI11111 O tM`a,nt 0.t.rl. r•rl.ss rotor .tNr.r... Ror•r to cr••irrp• IEGA.Z r.r ;tw..•r. PI•t• pp,lt..n,. A • LL 0.0 PSF HC -ENG KD/WHKMprro. . Oyer Bron or IA Mur lerrr• Coop—ants Gl r Iro N.11 roc eo r•aponN bl• ror bny ypv ytyon rya 'h O••• \ i` arorrrp. •ny ra lr.ro c br.r la tN cress rn cenrx.•r.o. •r to ANSI/IPI 1. or to' b•rWlrnp, sbrpp.np. • K • AN rrWCOMAWY .n.t.11.trw. A brb,rro .r tre••••. py Fs •••.....••• v TOT. LD. 55.0 PSF SEQN- 739492 cool on tlrlo cro.lrl• or eller MM Ilotlll• NI. droving. IMlcotoo owopt.rlt. or prorw.lon.R orresn 1lr• roop.n.I.llty «lo ly ror tn. •oolpn Mawr. TN .ultob w w oI Hll..rrolro Iw .ny .trtiiw 1• a Ak„ / NA tw DUR. FAC . 1.00 FROM RF2JODLakeOTankeOr,swa ISO r..P.ulblI Nr. wwlcr .r Il•In• OlOwr P.r ANSI/TPI l 5oc.2 •e.z. g3andp,FL 32837 Fo.wrrort..t•.`TPIiw•tp. nJ, ote I••r.l ro.....•epeorpn• eesa FLCO1:D'7a ALPINE .-. Ntryc. ne.•s....-.CbC wr.---DC411a FlemmlLicNumber.66648 SPACING 24.0" JREF- 1W034O8 Z26 04/19/2017 IOIJI-//JIG - O (maK Iray)-UA1/IU wttl%LY -- Lot 11 Keagan Pointe - F3 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP N2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP p3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.39" DL: 0.28". See detail OEFLCAMB1014 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 7- 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. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4] W3X10 5.25 L 1.25 61 W3X8 4.00 L 1.25 15] W3X8 4.00 R 1.25 16] W3X10 5.25 R 1.25 18] W3X8 2.75 R 1.25 17.625" 10-6-0 - -8-0-0 1 1X3 III 1X3 III 1X3(R) 3X10[4] 1X3 III 3X6 = 1X3 III 3X4 = W=3X4 = 3X10[16] = 2X4 III 3X8[6] = W=H0312 = 3X4 = 1X3 III 3X8[15] = 3X8[18] 1X3(R) 4X6 19-11-10 Over 2 Supports R=1084 W=7.25" R=1098 1-4 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) 4F vIK VT -' -. PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /O 0 15 X1.4 .06 .0 Q 4 2/-/-/R/- Scale =.375"/Ft. WARNINGI•• .FAD Alm FOLu>. ALL ISMS ON TNIS WMIKI O. W"KNOT.- "=ISN THIS MWOW, TO ALL CDeTeACTM OWLMIM6 TME IIISTA LM. 3 • T LL 40.0 PSF REF R408-- 19507 Trps•u• .oao.r• . o-- •ro .n ........ o • q, n.n.t, 1 .n. t-, .n, ON -s •IC er«.n•. Rar•r c ..,. 11 ; an• 1.a..a w.alw. a ecSl`(•pll.lr.• C..ea...na S.r.ay Inrx-.a.«, ey IPI .....ICA, Tor ..r.ay pr«a.a.. PEW 10.0 PSF 3X8[6] = W=H0312 = 3X4 = 1X3 III 3X8[15] = 3X8[18] 1X3(R) 4X6 19-11-10 Over 2 Supports R=1084 W=7.25" R=1098 1-4 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) 4F vIK VT -' -. PLT TYP. 20 Gauge HS, ave FT/RT=O% O% /O 0 15 X1.4 .06 .0 Q 4 2/-/-/R/- Scale =.375"/Ft. WARNINGI•• .FAD Alm FOLu>. ALL ISMS ON TNIS WMIKI O. W"KNOT.- "=ISN THIS MWOW, TO ALL CDeTeACTM OWLMIM6 TME IIISTA LM. 3 • T LL 40.0 PSF REF R408-- 19507 Trps•u• .oao.r• . o-- •ro .n ........ o • q, n.n.t, 1 .n. t-, .n, ON -s •IC er«.n•. Rar•r c ..,. 11 ; an• 1.a..a w.alw. a ecSl`(•pll.lr.• C..ea...na S.r.ay Inrx-.a.«, ey IPI .....ICA, Tor ..r.ay pr«a.a.. DL 10.0 PSF DATE 04/18/17 o p•r b. -m• - . I ap ...'....., .nal prw.M a por•ry er•c m• p•r OOSI Vn Ha• ro --,Moo • I« anon. •n•I I n..• Pr000rl'I, It- -. ear«a rol .n..anl q w -It- an•r. • 11 n.,.. pr_"y .t."Ald L«.clan, n Tor -1-t ..to r-,ar.lnt -O• ,n.11 n. Or«In• Imi•11•. P•, 6S • ATE DL 5.0 PSF DRW HCUSR408 17108712 d Il IIL U 7or •10. ., oppl.c•el•. Apply pietas to .«n Teas or arw• ... p••.a.an ., •..a.., .ea•. ; •• t01otMr-1••. R•r•r as .r..ln„ 16oA.t Tar .a..... Plot. Pa•la.an,. ` LL 0.0 PSF HC KD/WHKCI ,: A1p.ro. • ..v.,.on or IT. W.l...q Co o...na, Grow Ine ,n.11 roc ps raww.•.e1a r «.v .aa•.c.on Tree c •• F ^ • co q,11 tM arp•• .n cmfar--,s• -tan ANSI/I 1 1. or Tor =4lr.•. M.wlry. O ••• C OK`O••• ENG AN frW GDMiMNY st•'1'Il .t. e..y • er<- ^• -r •• •-• y4, y Fss •seem..•• CNI en NI• Nt.lrl• CI ewer 04. MO. •Twill•. Ib l..iee OT. LD. 55.0 PSF SEQN- 739485 FCM •eptelee .r .r•I el IIry eM::" ISoce=. ver Mo. _r. wy /D1 OUR. FAC 1.00 FROM RF24gLTLCR.Swte150 r"I Odxdo.FL 3.817 FLCOA10279 For w. Infor.•tlon an1. Joe'• 9-1.1ro , p.•..n. an••. --e it..: U04alw ALPINE' --- elp.ro.c-.ao-: TPI:---.cp.n,c.or•, eTCA' ..: ,ee.n.p•c,y ea.: ICC: ---• a,er.DoU Ila Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W034O8 Z26 04/19/2017 113141-11*1Z - V (mGK Iray) -UAVIU WttKLY -- Lot 11 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Pointe - F4 ) 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. 0-8-0 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. Truss must be Installed as shown with top chord up. Sheathing Is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 1X3(R) = W=3X4 E. 2X4 III 1-4-0 10-0-0 1X3(R) a W=3X4 2X4 III 3X4 = 19-11-10 Over Continuous Support R=109 PLF W=19-11-10 Note: All Plates Are 1X3 Except As Shown. /SOD .•' m4.z.v"oDesignCrit: FBC2014Res/TPI-2007(STD) % PLT TYP. Wave FT/RT=096(096)/0 0 151. 4 .06 7ARNIMIGI" IS" AM FOL.LOM ALL MGTES GM THIS GMAMIMGI • O. IMPGRTAIIT•• T LL 40.0 PSFNMISHTHISGRANING10ALLCONIRACrMSINCLIMIIISTHEINSTALLERS. i i..,x, repu.ro . tr... e.r. .n rrr.<.t.n•. n...I ..q, .n.pp...•. In l I Iwo .....r•< . R.I., t..ro IP11lMNN.t .aK..n or eocSl (WI1..... Ce..•n•nt S.r•ty Inhrrutlm .y r% II RICA/ ror • DL 10.0 PSFpQtyw.<t1u.Np..for...p tM,. h.Kt..n.. InaNll•ra ,n•11 .rw.tl• t.r4er.ry •r•c l..• .•r .CS1. li.l•„ roto •u.. • ao nal n.w .r...rq •t—. .ar.ct..a .n..anl y .. eetto. en.ro .nal n.w . v1-1111 .t. ATErlItlc.11lrp. L•c.tl.n, vwn .or p•r.....nt la•r.l .•.tr.lna o. w0. N.11 n.,. .r.e l.q In.t.11W q:V DL 5.0 PSF p sa<U ws p. .1 or .10. ., .pplwtll.. A..IY .Lt.. t...cn .. tr.., •ro ..a.teon ...rww. ...w • IaaA-JatMJomaat.l L, .n1p. rol.. otMr•1.• N•I•. to tl.tn lnp. r.r K.Wrlo pUN pov tl•n,. •: :• Alp. ro. • O. v... . .! In .a l..np Ca.4sw..t1 Croup Inc. . .11 rot .o r..pd...... r .ny •.v.•t. rro• //' LL 0.0 PSF 4 P0 w. t • a...p. .ny ...I.r. to bulla tn. truss t. conrx..ro..ltn^ANSI,1.1 ,. .1 r.r n..a Lq, .hlpp.np. O/ • C OR` •• QANrrwaoMRAWYn,t..... ..n ...s..q .r cr.n.x, '••......loss'. TOT . LD . 55.0 PSF M.I M N1. ol—I11N M ..Y•f ..G. 11..111• NI..I..1ro. INI..tN .C...t.11...f ...M.1w1 .r,•IIIMIIrI. ' _` i S A1 `_ 1.'.. jJWLake wwr... Dr. Af r..p•. '—Is *f I...1.. e0_& .l.e•n. Th.SI wl.J.111.r blob w .r .nl..rt.lp ra+ .y .cruewr. I. w..•Llllty •I w Wlllolp 0.•10..r .•. AMSIn I , S-2 . DUR . FAC . 1.00 Odaldu.FL 8877 s.r ..r. 1nro1.•t1.n , tnl. ,..•...n..a ro , py..ro tro.. w. .It., ww.t..n,a....:.TCA:..-...<.n.,.,try SPACING 24.0" FLCOA80:78 ALPINE: .••.•Ip.ro.t•.c... TPI: < . ICC r.Dou Ila Flemin I Lic Number: 66648 04/19/2017 Scale =.375"/Ft. REF R408-- 19508 DATE 04/18/17 DRW HCUSR408 17108708 HC -ENG KM/WHK SEQN- 513101 FROM RF JREF- 1W03408_Z26 I0131 -/101Z - C (mCN Iray) -UAVIU wttKLT -- Lot 11 Meagan Pointe - ra ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :62 4x2 SP N1 Dense: Webs 4x2 SP p3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Max JT VERT OEFL: LL: 0.29" DL: 0.20". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. 0-8-0 1X3(R) _ 3X8[4] THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIOR1014 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 4.50 L 1.25 7] W3X8 3.50 L 1.25 14] W3X8 3.50 R 1.25 16] W3X8 4.50 R 1.25 16" 9-2-8 -0-0 3X8[16] im 3X4 = 3X4== W=3X4 = 1X3(R) _ 1X3(R) _ 3X8[7] _ 3X6 3X6 a 1X3(R) 18-6-8 Over 2 Supports all I R=1006 W=7.25" 111tiloW0)% w =1006 W=7.25" 1 0-8-0 1-4 0 7- 10-0-0 04/19/2017 Plates 1X3 Except As Shown. O S'•v'YNote: All Are p-•'`•• O F •• Design Crit: FBC2014Res/TPI-2007(STD) v PLT TYP. Wave FT/RT=O% O% /0 0 15 1._ .06 .0 QT 1 L/ -/2/-/-/R/- Scale =.375"/Ft. SAMINGI•• AM NO F11UOtf ALL NOFES 00 THIS otw11161 O. • T LL 40.0 PSFIMIMFANT•• FWIISN 110IS OM•111C TO ALL CW ACtOR3 N6LIo11105 TNF INSTJIAA lS. REF R408-- 19509 1 TICS -a..n.n,, n..ltlty 1 n.pp.n0. n,a.11., .v br•<., N. r. .. 1l tM UNH aal.n or YCsI (WI10., C<pt SNanror-.0 on, by TPI ...a •(CA) Per wr.ty Orrwtlp. DL 10.0 PSF DATE 04/18/17 e p.rror...0 t .. rl..<t.ero. In.aa I.r..n.l l prOvlw awper•ry b s., p.r .CSI Onl.•• otM w • 1., I- <ro.0 .1..11^Li.v.. Ore..r ly a- _ .arepw..l ... ..lp •ro bona Cba •I.al .,r. • pI-..I ;rrlple <..Il.q Loc.alan..I.w.. Per p.r-.sna I.a.ra rotr.ma or wOs anal n.w ...cl.. I-.. I- p.r I&s . ATE DL 5.0 PSF ORW HCUSR408 17708697 IIIL-7` t u<a.on. D. 81 or .loo.e. .p01.<.Yl.. Apply - 1. to .•<n r•ce er arw. .M po..aoo•. •. Yww. •Oov. tM Jo.nt O.t..l•. .nl roa.tl otMr..•e. 11. r.r to tlrw..q. 16011-L r.r •t..tl•r0 pl •t. Oe•. tion•. Alp. ro. .......on .r 11r w.ltl., C<.p...ent. 0r..q Inc. •HII roa w re,Pen,. bl. r j .1 IC QQ''•.•' LL 0.0 PSF HC -ENG KM/WHK ANIrWeoMpWY w.np. .ny NIIur. a. bulla an. are., to <onlw-r.[. atn ANSI/r 1 1, or Por n«g11,. M.W. r..a.11.a. w.. pr•<..p er are,.e.. °' Pp'••..OR••'O TOT. LD. 55.0 PSF SEQN- 513097 NI .^ sltl..rwl, N -1 ta1.• 11111, NI..rwl,. 1111 ....p1.-1• N .rorin 1-1 .,Ill..rl, TIr I/ S GGGr••p•n.I.Illir ••lar (n w .wllrl .)1••n. wlc•.II Iq •11. 1.•• N 1Nl• .rw1.IF r•r •Ity •crV<Wr. 1. w.r...1.111tr .r an. 111.i 41.v ow1 1.r ANsIRII 1 S.e.:. a_ "UNA DUR. FAC. 1.00 FROM RF21WLakeOmWDr.,S ute150 o.r W-`••V•(+.1F E i 71Odado.FL 12107 FLCOA10271 F.r tor. lnlorwal.n , an1. J.b'• .. .. ro , ppb ALPINE, w •lplrolt. <w: M1: a tp.nst.er0: •TCA --- --try-c- 100 -... II-Dou lla Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W03408 Z26 04/19/2017 1b1J1-//b1Z - G (Mt$K Iray) -UAVIU WLLKLY -- Lot 11 Reagan Pointe - F6 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. 3X4 1X3(R) i 0-8-0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be Installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 _ 1X3(R) _ 1X3(R) _ 3X4 W=3X4 0438 Le 18-6-8 Over Continuous Support R=110 PLF W=18-3-0 1X3(R) _ 1 0-8-0 1-4 0 7— 10-0-0 Note: All Plates Are 1X3 Except As Shown. IQ •' JI `'' JEJ'• " ' Design Crit: FBC2014Res/TPI-2007(STO) a • PLT TYP. Wave FT/RT=O%(0%)/0 0 15. 0 6X XF -/2/-/-/R/- Scale =.375"/Ft. WARNINGI•• •IAD Alm Faux ALL Mons ON Ills aW1.Illa1 . IWWTMT•• AMISH Ills omu110 TO Au a•.a.AfTIM 111aw100 "M I.STALLM, • T L 40.0 PSF REF R408-- 19510 trw«. r.e.•r• «troy e•ro .n r•br w•ung, nwl. ng• .m w•ng, .mwn.ng w b..c.ng. Ror•r to w r•i i r;/ AT I.a«tw.a.en •r .SSI (IW.d...p c0000..nt 5•rty Inrorb.a.m. by IP1 w.ICA) «r..y pr.<tl<.. • TC L 10.0 PSF DATE 04/18/17 n•II Pro•.« tcever•ry br•e..q w• KS U.,... nota O ..•r•1 . teP mote .0,•l$ n•.. prewrly •t•<n.e .t.00a..r.l .....anl..p w beat_ <..erd 60,.11 n • prewrly . t.<I... ,o• E Oe Lo< 11- ,.,e...`rer • L 5.0 PSF ORW HcusRaoe 1 1os oeno. wt.r.•nt Lt.r.I .«tram er ..e..nal n... e.. I.q In,t.I1W`«r 0 . A, 1 0 .« t.•0,. se. sy e. •Io. « •ppl.<«I. Apply P6 to, to • `n r•<, If aro, w v«.a.•0, ., w.p....be..• w %• aM Jelnt 0.t•.).. .0,l«• noted otn•r•.«. R•r.r to dr.I..p. IbdA-a ror.tw•rd plot, poo. a.en.. •e .• Al p.no. o e.v...m of IT. w.ld...y Ce e..•nc, Grew In< n•II not vo re.pwn.ble ler .0,y ew.a.m 1- M .'o ••• ( IDR\Q •. • LL 0.0 PSF HC -ENG KM/WHK dr..I.p, .0,y r.11ur• co bp.1e tM cru» .n conrore...c. •.an AN51/IPI 1. .r for Mnellp. M. 1 ' n •• ..•... • AN ITwooMMW .......t.e0, • br•<..q er tr..s,.s w ng 4VS • •, • OT. L0. 55 .0 PSF SEQN- 5130941 « a p0, MI. droving .r ovy.r p•.. I1•alrly MI. dr..lng. III.Ie.e.o oee.pevle..I pool«•1 wl .ngln..rlll• ,0 r••pw'.' llay or"M•...IIO p 06.10.•- p•rp•r Aa1.::` of `"I' d'i'n• for "" 1,-- 1. ''' mow !"t awl DUR. FAC. 1 .00 FROM CH2400LakeOrallkneDI. SIu1e 150 wFf1o1W Odaldu. FL 7:8)7 Fpr ter• Inror..u.n s ani, J-'.w«r.I roc•. vow .0,d c0,..• ws .I w,• FLco 21s ALPINE' ..• .IP........_, TPI. wo.ap.nst or.:.Tpl: ---.bend ,y eoe. ICC. -.-• <.•r.Dou Ila min, L1c Number: 66648 SPACING 24.0" JREF- 1W03408_Z26 k IOIaI-iialc - o kmnK Iray3 -UAVIU wttKLT -- Lot 11 Keagan Pointe - 1-1 Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP A2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP N3 Lumber value set "13B" 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 T 1X3(R) _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E 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. 2X4 III 9-7-4 Over 2 Supports R=59 W=7.25" .7 e - R -109 PLF W=9-0-0 Q .. ..•• Note: All Plates Are 1X3 Except As Shown. Q •• SE.`'• • Design Crit: FBC2014Res/TPI-2007(STD) . PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 0 '. 6 Y.F-/2/-/-/R/- Scale=.5"/Ft. tARNINGI•• WAD AND FOUN ALL NOTES ON THIS OWIN61REF R408-- 19511IMOITANr•• MWIs. THIS DRANK. TO ALL .oCONr.ACTM OOMWOME I.srAl"ItS. • T L 40.0 PSF rr.,... r..,,.r... ar•.e t.r..n ..vr.a...a. n....l..p. ,n.pp..q. .n,Iplt.11. .... w .reAlfor . ....ur•aY or t. ..,...! `1,, by ' TC L 10.0 PSF DATE 04/18/17an• Ntot •.It.en er BCsI (W11...q Co o.rnt br.ar Inrer..alen. rrer r.eu u• p • o p.rlor...q tMs. I...ct..n. In>t.11... .I.a l pr...e. t..yor.rY Or.c..p o.r •Cil vnl.aa roa« etM.. : ATEtoochr. •nal h- orep.•Iynt`K nN ar.CWra •M•tnl..• .... Mtto. tMr. •nal F•w • prep•rlr at.tnN /\ L 5.0 PSF DRW HCUSR4O8 17108703r 10 .1l I.p taalm. r p.r..n.na I.t.r.l r.s .IM of w.a L..11 Mv..rac.np Inat.l lb p.r .0 nItI . • J e1 or •le. .. .00l.u.I. Apply oLN, to oa<n TacoV. tr ...e p.a Non .. ,Low..eo•..ro A 1 0 t" J..., D•,.... .n la•, rot•tl otMr•.•.. R.r.r to .--c;, 160A•2 ror .t-,. pl.t• poo.cla..•. . P •' Alp.ro. . .......n .. I1ti w.le.ny .q....nto er.,o Iro. ,MII roa ... ,per....l. ler ..y .....t..n .re. to . '•. QRVP LL 0.0 PSF HC -ENG KM/WHK ra..p, Mr r.11ur. a Bull. al.. tro., 1. con..ro.ro. .J to ANSI/I 1 1, er ..r n..al.ro, MI .•. • AN rrwaoMRWY ........t..n A ...t...o .. tr_,.. °°l"N' ly • OT. LD. 55.0 PSF SEQN- 513069 NI M thl. urolp or e.Y.r .P IIRI.I• NI. d' Illy. Iplea.. t.re• .r ..f.u1W1 .vl—,I , N h.'.... r..p.n.l.11ltr ..lolr for thD.. .* . ANSI/TPI I rlllt= .M u...r tnl. er..l.q rx .ry .tr.et.v l ro ,,-ry o• A."..A DUR. FAC. 1 .00 FROM CH24MLitOmWDr.Swu1SD r..pv.•I011ltr o1 th •..11.1 0..1 (twEWu..•P' OdaldDO FL 32837 For —r. l..or nam w tn.. J..•, yrora ro . p.y..ro t ... ,I,., FLCOA00178 ALPINE. •...olp.ro.t..e.: TPI • ... tp.n>a.er.. WrCA --.—.--trr«, ICC t,•..Dou Ila l Reining Lic Number: 66648 SPACING 24.0" JREF- 1W03408 Z26 ZA4 III 10131-//71L - 0 (moN Iray) -UAVIU WttKLY -- Lot 11 Neagan Pointe - 1-6 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP p3 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. 0 f 25 2-3-4 _I fi- T 1X3 III 3X4 1X3(R) 1X3 In 0-8-0 1-4 0 7— + 10-0-0 1X3 III 3X4 = 1X3(R) 1X3 in 2E I I-2-8 Over 2 Supports R=246 W=4" R=116 H=H1 Design Crit: THIS ONG 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. FBC2014Res/TPI-2007(STD) FT/RT=096(096)/0(0) 15 BARNIW.I •• REM IIID FOLLOM ALL MOLES OM THIS MWIMGI IMPORTANT•• FWISM TNIS ONAXIM TO ALL COWMAC10M3 IMCLIDING THE IRFALLERS. Try .N..r. o arcs .... .n Isr.c•t. p, n,M 1. p, n.pp.,q, .Mt•Il.p •,...r .9 Rarer to w I. tM $.t..' Nlal•n •f KSI (W. 1.1.q Caq•..wt S-ty Inrorsalp., .y TPI RICA/ I., •.ray Pr«N<O O o p•rrp...q lM,o fv.cl..ns. In,t•11•,s ,n•11 .r•vls lwpr•ry Or«...p sr PCSI. Ilnla. MCN aM.'o. tW <Mr. ,MI I My PI -11y • -- ,tr«a r.l •M•lnl,q •M sato <Mr0 ,n•11 Mvo • ploPorly .- 1--4— t•<M p L.«•tl•n, ..ow.a 1.1 P•r.,,.•nl l.Nr•1 rotr•1 nc or ••.. .nal Mvo br«L.P 1,.- I.— {Nr . 11")—I. o •ppl.<,.l• .. lit P1, to to • 'n f«o 0z I., .1 m po„tom o al.or•. •.•wrsatMJantoa•I N, 1•.Iu• M{N oaMr•1••. R•r•r to to I-, I.pAor far •l.{.•r. PUN po•.Uons. AIP.M, • ..v.•.m or ITr W.l...q Cap•..•.{, Gr- IM 1..11 Mt m r..Pv...... r any .•v. a.w I w..q ...Y I•.l.r• to ...1. aM t.... .n csnrw•i,.co .ltn ANSI/IPI 1, or ror n•Ml..q, .1.l pp.p, AN (TW COMPANY .Moan •w a .r«.,.p or tr.,N,. WI —"1. .slrq <ovw P.D, .f 1l.tlp "I..fsllq. $"IN —opt.11O. of Pror-1-1 .plp.r lrl L.'.pr . DlISH rNP la 011lty rslay r r t .U.Ipn •I.. The .vitality .••. w N NI* .rs1.P fv .ny •trotter• 1. 240D Late Ora, Suite ro.P•n•I.Illcy •r u.• G.. l.l.q Dwlpr-r p.r ANSIrml I S.c.2. Orlando. FL 72377 For —1..nr ..aro.... tnl. J•.'. poMr•1 ro , Pap. FL COA NO 273 ALPINE. ••. •IPIMIt. c•.: IN w• tP.na.orp. .ICA. •••.,«.m..ary,<a. ICC •w ..... r•I)CUL 7ATE OF A9' 00 4.0.000 S ONAI F -/2/-/-/R/- L 40.0 PSF T L 10.0 PSF DL 5.0 PSF r rLL 0.0 PSF T.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0” Scale=.5"/Ft. REF R408-- 19512 DATE 04/18/17 DRW 14CUSR408 17108698 HC -ENG SCN/WHK SEQN- 771650 FROM RF JREF- 1W034O8_Z26 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1. 10131 -iia lc - 0 (mole 1ray) -URVIU WttKLT -- LOC I Keagan volnte - ry ) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the Top chord 4x2 SP #2 Dense appropriate span rated glue -nailed wood sheathing. Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwise Webs 4x2 SP #3 shown. Lumber value set "136" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load Is 1.50. 3X4 1X3(R) = 1X3 III 0-8-0 7— 10-0-0 3X4 1X3(R) 1X3 in 2P-12 Over 2 Su is R=128 W=3.25" fJ`s F rO R=113 G•.•• • ••.•"' H=H1 O•••- ` SF• Design Crit: FBC2014Res/TPI-2007(STD) , V' • PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.0 6 0 QTV. F -/2/-/-/R/- Scale=.5"/Ft. WARNINGI•• EEM AND FOLLOW ALL NOTES ON THIS ORARINOI • IL7WAW.. FIAMISH THIS awINA TO ALL CONTRACTORS $W.&W1NG THE INSTALLERS. • L 40.0 PSF REF R408-- 19513 rre,>o..eae•.o e•crev <.r..., rm,.e•c. .., e. o o • * • cn• 1.ce.< whim or 6 t51 (•all•In "•t n•wlo.I ,n.oP..q. TPI . RIC o'r s. rR` rer c «.. r • • Ce me :..e<, I re—,. ., ..I WS1 r • ,7 L 10.0 PSF DATE 04/18/17 ce wr1e.....• cn•.• r...<om>. lsw ars •n•u oroe.a• c..oer.ry ...... p o•r •OSI tin'. rocw ocn.r.. r • oo cno.e an.11 n•vo oroo.rlr .cc.cnw ,c..cwr•1 N.e.<nl,y ma Bocce. <I 0 •h.. n•.. • orowrlr .cc.< • r.•.e <..1I,q. Le<.a.m,1a.r•1 ...e.ant er we, ,nal n... er.e.,p .n,<.I1w ..r ¢ .O : ATE 10L 5.0 PSF DRW NCUSR408 17108705 d 1 0 , e<c.e.., eSa • T..,,,•TC. •, •ppl.<.ele. Apply •1•ce, ce ..<n r.<e er c...,..,.e oo,.com•e.. er•,.e a Iyi irn. ,e.,,r 0•<..I•. ml.,, neaw e.n.r. » R.re. <e erslnp, 16bA_: Ter ,<.....re ol.<.•m•.<.m,. , Oj(••• OR .•' LL 0.0 PSF HC -ENG KD/WHKAI•..q. • . or 1Tr s.aa..q Co o.....c. crew lae n,$$ .Pec eo re,Pw.,.e1e r me.•am r e. cn • •• AN TNCOMRWY c..f."•ai°:c a.': i e.qof"'.e <n• cro„ .., <m er....<. Can AHslIrP1 T. er re. n...nl.rq. ,n•oolro. •••••.••••' OT. LD. 55.0 PSF SEQN- 739488 w.l — TAI. •r—ln• .r e...r ••N 11 -Ing t I. •Twin•. In.l. .bbinl e..f •nfw.l—IV/0 r.e t, ar"rn. wit• a: A1 L:`...= N1..r_InR . .<..T.r. 1. • lam ae DUR. FAC . 1 .00 FROM RF 24(10 Lake Draw Dr, Score IMI anp{ugluw Orlaldu.FL 32837 Fo.. ...TOPS .m., jm , •..•..1 ro > o.O• ,• g I,— we > FL COA 00278 ALPINE: ---Ip--- MI.' := tP.n.. o.O. •rCA. ••..eco.ee><ry a ICC :.•..<c,_DOUcla Flemine Lic Number: 66648 SPACING 24.0" JREF- 1W03408_726 1b1S1-//91L - C (Mt3K Iray) -UAVIU WttKLY -- Lot 11 Keagan Pointe - FG1 ) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W8 2x4 SP #2 Dense: 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 9.44 BC- From 10 plf at 0.00 to 10 plf at 9.44 BC- 116.00 Ib Conc. Load at 0.81, 2.81, 3.69 BC- 1098.41 Ib Conc. Load at 1.29, 3.29, 5.29, 7.29 BC- 113.02 Ib Conc. Load at 4.81 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W4X6 2.50 L 1.25 41 W4X6 2.50 R 1.75 91 W3X6 4.25 R 1.25 101 W4X6 2.75 R 1.25 4X6[1] = 3X4 = 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows W 4.50" o.c. (Each Row) 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. 3X4 4X6[10] =_ 3X4 III 3X4 III Le 9-5-4 Over 2 Supports R=3228 W=6" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0 0 15. WARNINGI•• READ AND FOLLOW ALL MOTES OR THIS ORAMIMGI VMTAWT.. F M11SN TNIS OMMING TO ALL CONTRACTORS IMMURING THE IIISTALLFRS. Truaaus .eau,ro ..c ore m rmr.uc„q. n m.np. snlPPl,q• --11 ro -1, b -,,q Raooror •m r aM Nc•sc ed,uon ofrMC51(Wlld,r.p Coporo c Sw r.q 1nr r..c.en. ., TPI •m RICA) ror ,.r.ty I._ ao p•rro, •l tn•s• f Insa.11.r, m.l l prov,M l•por•ry er«„p p•r ,11 UnI roc•d •tM.,' p mord m.11 h- preporly •cc«r,.e • •n••an..q •,.e eoato. mora ,n•ll n • P••porly It— r,dld ce,l„p. Lo wu mY ,ro.n br p•r•a•,ri•u bl•ra r•Hr. me oI w,0, bll bw b:K,,.P In,ta l.d`p•r r 1 0 aac c,ona a67 M•,1, T or M10 •s •trol,<mle. Apply , c• a«n r«o or cruse e,.d Po.,a,on a, .r.e.,. move •ro a aM JO,n0.tun1111 road RocMr.,se. e r.1 L, drw,np• IeOA-Z Ter •c•rWrd PI.N po•, clone. Arp,ro, • d,u,•ron or ITR W,IO,rp C-1%,Group Iro ~1roe W reapons,elo ror «.y ew,•t, w. rra Mlpl •c,•,y ager«e..p owlr cn. ar•„ ,n eenrw..ro• .len ANSI/TPI 1 or AN nw COMTMNY rur n.,ml,.q, anlPpl.q. ew•1 b: NI• d p:rQ •r e•vPr P"S 11•tlrlo NI. Orwlp, IAdld •®•p,O 9 •f pr f~ -I •nM lrlprlq r.pr•u 1O111CY ••I. y Ter th• Op ITh Ysl. TI.. Wlt•Illty •M - of NI• d, -..P f r •p •trrotur• 1• 21WLaLeOmni;eDI,Stute130 r.•psl•IOl1, of w Mullding 0-1@w P•r NSI/7PI 1 S.< Z. Orlanb,FL 32837 For e•alon , anl. Joe's O.ror.1 ro , P•O• • cn•a• .•e . FL COA 110278 ALPINE. ..e alp,M eoe, rol ....tP,n,c.e, p. MTCA .a .e<,,.dp,try,<oe. ICC .ee.l«.•(,DOLL o i• VAT O V •R1Mt•R.•• IV AL F Fleminu Lic Number: 66648 2/-/-/R/- T/-/ 2/-/-/R/- TICI-L 40.0 PSF ML 10.0 PSF DL 5.0 PSF LL 0.0 PSF OT. LID. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 19514 DATE 04/18/17 DRW NCUSR408 17108713 HC -ENG SCN/WHK SEQN- 771672 FROM RF JREF- 1W034O8_Z26 k-41-11- - o 1,mort Irayl -UMVIV OCGnLT -- Loi 11 Reagan rolnce - cia) Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP N3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 1 0-5-0 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a OIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP 6, 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. Left cantilever is exposed to wind Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 (R) % 3 1-4-4 10-7-4 10-0-0 3X6 = 2X4 (Al) 2X4 o0 0 r r5-10-8 1-0-0"0 1 L6-2-0 Over 2 Supports R=307 U=43 W=3.5" R=205 U=30 W=1. RL=40 Design Crit: FBC2014Res/TPI-2007(STD) ? - PLT TYP. Wave FT/RT=096(096)/0 0 15. ATY. /-/2/-/-/R/- Scale=.5"/Ft. WARMINGI•• •EAo AND FOLLOW ALL NOTES ON THIS o1MING1 • TTC C L 20.0 PSF REF R408-- 19515DoltAN•• FwISN TNIs wain•. To ALL mNnutToes 1•alolw T•E 1•sr .. • • rr.n .•e,,.r.. 1 §C$,,... erl<al„•, h.,bl„p. •h,00,,.o. .n,tallr. .ha ereelp •.ar to .,.e r I ; , • L 7.0 PSF DATE 04/19/17aMLa«a .a,t,m er KSI (wnol..o e•.00M.a s.r.ar lerorgaen. ey roI w •re•1 ror ..rar o•.et,e•. t0 eerfere,hy tM•• lv.calon•. lo,aell•r• •h•11 orev,4 t•eear•ry ft' -go p•r KSI. IMI••• Mt•e:t _ • tw entre wI I Mw erowry aa.chw •ar..ewr.I •Mahle• ...e eotao. choro •Mn new . erovlrly •ac ATEonoloc•,Ilo• L«.a, on• •ho,n ror o.rr,..,a 1•t•r•1 r•,trrylot or •em wII novo srs l,p Ima•n•e o.r •Q DL 10.0 PSF DRW HCUSR408 17109002 d 0 • et,e,., a. eT « slo. ., .00l,<.e1 . yoq oat•, c• e1< r1<• o tre,• —1 o••a,m 1, 1Le... •e•verw t1 M ,elea od-11 N.ar to er.., •. 1e•A•Z r.r a.e.re oat1 eeatlee.. l .• LL 0.0 PSF HC -ENG JB/DFaea,,.•. • o,.,s,•n 1r In •ullel,q Ca•penant• Gre.o Iwe •MII rot M ro•m,n,sle ror ..y awla,on r •. th % O w•• C O(` • ho. ,ny r•l are to Oul1e tM trawl In canter.•,.:• e,th ANSI/TPI 1, or for nWllp Mloplh• C •••1• fit•`•••••• AN r W mMA%W ,n;t.I l.alon • 1r.a,n er tri.., . OT. LD . 37.0 PSF SEQN- 90475 eMl M NI• •r lp N Ge•ef Few Ilet111• NIe •rwlrq. Irleltetee eeceotrre of Ffeheele III 0MI-1rl• r..,..1•I1Ity ..Lely Irt 1 1 i= w 1.0 of .r_I,o fw eny etr,t.re 10 NA. p DUR .FAC . 1 .25 FROM CHr..omrl•Incy er til. •,n•1 O•.I z+aoLTLtordDAmp swltlw + SPACING 24.0” JREF- 1W03408 Z26 OrIalldo, FL 7:$77 For ter• Inrore•al o,. .•. thll )as'1 p•Mr11 ro oe•. w aM.e w• •Ic•• FLCOA0D279 ALPINE .....IolMlte <ae, TVI: ew.to,e•t er•. •raI e•::ml,Wl,•try .—: ICC: 1w.1 ...reDougla Fleming Lic Number: 66648 _ 1b131-//b1Z - 5 (MI)K Iray) -UAVIU WttKLY -- Lot 11 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP N2 Dense Webs 2x4 SP N3 Rt Bearing Leg 2x4 SP A3: Pointe - EJ6A) Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non -concurrent live load. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 0-1-6 3 r- THIS DIMS PREPARED FROM COMPUTER INPUT (LOADS d 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. Left cantilever is exposed to wind See OWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 (R) ax 1-0 10 I LA 10-7-4 10-0-0 1 2X4 (M) 30,62, 0 2X4 m f•1 fOOZE 5-10-8 _Pr20 04{0 1 I L6-2-0 Over 2 Supports S1 R=240 U=9 W=3.5" R=213 U=31 W=1.5" RL=29 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 15.1.0?.06 0 TY. 2/-/-/R/- Scale=.5"/Ft. d Ij O rE AN IrW COMPANY z4lbLdeOrjWDr. Swlelw MARNINGI•• WFAO AND FOLLOW All WOFES ON THIS OAAWINIGI • IiORTAWT•• FIWa1SN THIS OR11W1. To ALL CarTWAcr•Is I. -IM THE I/S'ALLFl13. T,aaw> ropu.r• o a m caro m I•.ry u4,.•, I..,wl.n•. ,n.pp.,p, m ull.n• •ro br«.n•. R. Tor ao •.1• f 1 • tro ).tot •salon *1 S1 (41e1 Id', fa.yw.•nt S.ray 1--t- .y~TPI •,m •TCA) r.r ..ray pr.a1<.. l • 1 to p.rfor•.rp aro•• rw1<t.en. In>a•11•r> >n.11 prw.a• awgor•ry .r«•n• p•r •CSI W.... roa.• etMr>. • n.r• M.11 n•v vrap•rly .al«n•• ar<Wr•1 ,lo•anlp •ro botto• d.or• .NI I Mve • prop••-" •ac« i rlple c•.Ilnp. L«a1•n, flan r.r p.r.wnt Lt.r.1 • r In>t•11•C p•r IO . ATE . a > Q. W1 or •10. .> .pvl.a.ble. Apply pl-, to o en r«. •r ar.a•M vo>,dm .> uw...eow •nO itn. vint aa..l...l•.• roa« •an.r..... No- to •r..,np, 1.. z r.r .t. •.r. pl.t. p..,t,.n.. \QP Alp. ro. • O.e.•.on or ITT W.1•.ny Corgo,.ont. Croup Iro 1..11 rot .e re•pw.•.ble Tor •ny aw 0. Ira an i, ••• O .•• Oro „q..ny r•.1 ur• a WUe tM tre.. an cont ar..r.c• •an ANSI/FPO 1. or rur Mrollp, w., 1 a•I Ia.w. a .r<.np or c..s.. i,, ••••<••••• s v WI -," 1. •rr.lp •r •Wr p•W. 1I•t1N• T.l• l. ft4lp. HI.1••e•• •e•.•c. .0 H pr•r•••1 •r1.1 •hlnM1. C y llb MHV r r tl1• 0"69 • low.. SI wli••Illty w w of NI• .r••Iq far •Try Krlitw• 1• r•'p w'•'llty .r u. wllalry o..lv•r p.r AILSIrtPI 1 s«.z. L L DL LL OT.LD. DUR. FAC. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 REF R408-- 19516 DATE 04/19/17 DRW HCUSR408 17109003 HC -ENG JB/DF SEQN- 90476 FROM CH JREF- 1W034O8 Z26 Odmb.FL 7:8)7Tor FLCOA00Z78 w,r..nror...on tn1. fob-. ••ror.1 ... > v.•. w.• aro.. e..Ic.>: ALPINE. ..e..IP...... coo; TPI':o. tp.n.aw•. •PTCA .. •«.,w.>ary.<e.: ICC: w,• . -DIou Ila Flemin l Lic Number: 66648 SPACING 24.0" U4/19/21,1 17 10131 -//,IL - C (NICK Iraq) -UAVIU WLtKLY -- Lot 11 Keagan Pointe - LJ7 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 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"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS f 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* 1-4-0---I"j 7-0-0 Over 3 Supports m R=360 U=61 W=4" s RL=124/-30 0Ixs%•. A R=169 U=81 3-10-11 3-1(-3 R=127 U=0 __+ 204-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0(0) 15,8.0flo .0 T 1 /-/2/-/-/R/- Scale=.5"/Ft. WARNING:•• READ AND FOLLON ALL WTES ON THIS ORAIIINGI . IlOR MT" F NtlllsN THIS ORMING TO ALL CONT•ACT•1a IOCLUD440 TME INSTALLE•S. • TC LL 20.0 PSF REF R408-- 19517 Trus r .,re o ,n., n•rol„p, •n.pp..p, ,Mt•11 .,,p •ro sr«,nG. R.ror to .ro r 1 Or . tM 1•1ei1 wK,en a%rhlCSl`(O.IO.p Coyon nt S•rety Infer. t— by IPI .ro rCA) f r grKY Pr«Ncq 1 • 1 L 7.0 PSF DATE 04/18/17 t,ona. Inst.l1.,. .n.11 prw,N tc.00r.ry Or«.np p.r •CSI e"'l.aa rota otMr. • o cop <Mro w.n h-1 oreoorq •c.« ne. acr.etw.1 •M.c.'. gn•,r soca^ s<Mr. •Mv. e'tw • orep.ry .cc A • ATE • DL 10.0 PSF DRW HCUSR408 17108695col„q L«etl onf ..w„ r p.r..n.nt t.t•r.l r tr nt L,.11 n. O .[„p .nsta lw p.r • • s. sY e. •Io. •. •ppl waOlo. Apply plain to e« «e o1 tru .n. pea K,m •s s.rw. •eov. aro • Rerer to .r•., C* 160A.Z fl, 1-1d PI• pe„ =. ,9 . L ,OP.• LL 0.0 PSF HC -ENG JB/DFl A1p,M, o e,vls,w Il• ewla„p Cayonancs G1*W 1« M11 roc eo roaoons,elo Tor .ny Oovl.c,on ne. cn Ow••.• O • p, .ny f..lur. to Ou.IJ tM tru.. ,n cp,l.r.•nc. .Itn AIISI/r 1 I, or fw Mrol,p. an, p AN IrW COMPANY t•11 •t.on s er«.,.G o. arusso.. o0 ro4 ••••.. •.p••• NA —1 —'"1. .f-1nO _r p IIs1q NI. •rwlq. IMi.•t•. .O..PtYIC• Pr•R.aena «glfwrlp OT. LD. 37.0 PSF SEQN- 738902 Ly 71.1” r r t1r •..1•n YIe•.I. Thr ..IC•OIIILy ..r uw .r Ni. N•.1..• Ter .•n .tr.itur• 1. +." I. N OUR. FAC. 1 25 FROM TH2aWLakeOrm8e0r,Swte1N) r••Pp.l•1e111q or U. 8.1l•1r.p 0.•l,.r — ANSITI I S«.E. 4 ' •A Odamlu.FL 72837 for _r. lnf.r .. 4 s .. J-*. O...... no s o.•. •ro tM.. ee .1cs"• I µ{ Nl FLCOAOD279 ALPINE-.-.•1p.np t TPI ..: tp.n•t a.• .roA ---•,e<.np,,.try-, I«. -.- . p.•f.Dou rla Fleming Lic Number: 66648 SPACING 24.0” JREF- 1W03408 Z26 04/19/ 1131J1-//O1Z - C (MCN Iray) -UAVIU WttKLY -- Lot 11 Reagan Pointe - EJ7A ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N1 Dense Bot chord 2x8 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 DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR Special loads Lumber Our.Fac.=1.25 / Plate Our.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- 702.84 Ib Conc. Load at 0.40, 2.40, 4.40, 6.40 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC OL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.22 ft. from roof edge. L7-0-0 Over 3 Supports D. R=1713 U=413 W=4" R=1383 RL=77 H=H1 0-23-10-4 R=175 U=77 3-1(-3 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% O% /0(0) 15.11.0106 .0 T 2/-/-/R/- Scale=.5"/Ft. WARNINCI•• HEAD A1C FOLL09 ALL WTES ON THIS OWING) IlOATANr•• FDg11SN rN15 OIANIIR TO Au m•rNAcrae INCLIOIW THE INSTALLERS. WILL 20.0 PSF REF R408-- 19518 Tr.aau1 r..P.r. o a .e. <•re 4d f•br,< oo— n•ndl,ro• •n,pp.ro, wll,ro •nd brsc,np R•Tor to •m f I j an. la.•t .d.tl•n or SCSI 1wlld l,p ..q..,.nt s.fay Inf.r.a,on, bysTPl .,. ..., f.r ..ray pr1<t,<.. y 1 . , L 7.0 PSF DATE 04/18/17 o de":._, c .•.<U.na Imull•rs -111 pro.,d• l•por•ry b - p•r •CSI Vnless n.c•e otMr lop <b.rd 1n•11'h-1 fpr.P.rly .—hed •tru<t r•1 a tftl. 1,.d bottoe cb.rd •Mil b". • P11porly •tc x1911 <•.11ro I"—' 1n.•n 1.1 p.re.nent"let•r•1 r•atr•,nc of wba en.l1 neve br.<I,p ,nst•1led P.r ATE • DL 10.0 PSF DRW MCUSR408 17108694 1 .]. Ry pr •10. ea •ppl..abl.. 0711 PI .• to o•<n 1— or tru ona Pot K.an .. sne... .bow •na IA.pl ^ t 0•C•.la. unlet• notal otn•r.,•o. R.f.r to drwiro• IGGA-Z foraat•nd•rd Pl.t. pe•{t.en• 6%. 19 •. LL 0.0 PSF HCAlp,n.. . d..,e..n .r In w,ld„• C.,p Le Grow 1.< n•11 ,..t Wr.•p.n•.b11 f.r •.y -1-fr.. cn y '• R QQ;.•• ENG KM/WHK AN R'1VCOMAWY dr..m•. I 11 ure co bu.ld ane 11... In conrere.nce •,tn ANSI/IPI 1. .r r.r n 11dM,pp L.p, nat.11.a..n . br.,y .r trw,., F((((]]” •••••••••'• h 14`'(r OT. LD. 37.0 PSF SEQN- 513060 eeel on title •rr.lro or eeYef ee•• I IRIrI• Nle •r•elrl•. Indleet•e •wpt d. of prefeeelobel erlRlne•flro rooPiYlNlllty Mloly for the des W •Ileerl. Tlr wlteNWW w of thl• droeln• for any otr be a I• t rI ` V DUB. FAC. 1 FROM RF240DLaleOr;;w Dr.$.1elw Sooty pm•IYlllty of w wlldlro Dp101.r •or ANsI /Tri 1 .2. ad IIN 25 OrlTLC61L 7811 FLCO.1M0.7, For ter• ,nr ,.,, ,a ,I.b•a •en•r.l ... . pogo ...e tb•a• "•b a ALPINE• we •IP.....2111 l we`cp,na —9. NrCA ee:.ab<,nd.stry.<.e: 'cc. '.te. <a•f.Dourla Fleming LIc Number: 66648 SPACING 24.0" JREF- 1W034O8 Z26 04/19/2017 1b131-//D1Z - IS (IBISR Iray) -VAVIU WEEKLY -- Lot 11 Reagan Pointe - CA ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP N2 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"0.5"), toe nailed at Bot chord. PLT TYP. Wave d cPO g AN Ir1NC0MAkNY 2400 LaLe Qwr Dr. Shite 150 011mdu. FL 72837 FL COA N0 278 6 2X4(A1) LEE 1-4-0->j R=-36 Rw=24 U=34 20-10-0 1 -3 420-4-0 R=9 Rw=15 U=10 070-1 LQMer 3 upports R=201 U=56 W=4" RL=32 THIS OUG PREPARED FROM COMPUTER INPUT (LOADS & 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 C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 15.; WtNINGI•> AM AND FKLLON ALL WTES ON THIS IAOIIININGI IMIptTART•• FNISH THIS ORMIHG TO ALL OENTRACim INIMILIIIG TIIE INSTALLERS. 1 Trw r•.u,r. o aw •r. m rwrm•t,p, nWl„p, >n.pp.,p, msc•Il.,lp .n• e.rK.ro. R.I• rA bPw M LNa w.t1On I, CS. Cayn.•nc S>rotY Inr•rwtl.., by FPI .,.• oRICA) III ••fYty prrKN d o p•rlor•,,.E CMs. r..K t.on>. In........ .n.11 P,—.M tr por•,y --vp ", SCSI. U..", rotor otMr•Y op —1. > •11 hera Prop.r ly •tt.cM .Cr.CWr•1 .M•tn 1,.0 •,W bolts• tlnr• M111 M.. • prop.rly .tC.cIV 1 pl• ull l,p. Loc.tl w...I.w,. !Or p.r•.n.nt I.t.... ....... c o! oro. .n•I l n.w br.c.n0 .....11.o wr • RS, 0T or 610. q ppUe.bl.. Apply pl•N• to 1—h•c. or po., tion .> •Ipw. .bo.,..n• MtJolnt 0.t.11. unl... rotor otMr•1•.. R.r.r 10 •r,wl,q.r 160A -L ror •t.M.r• Pl.t. po..tl.n.. AIY. ro. • •.v,•.on or 11• W.1•.n0 Caw.nont) Groep Iro •M11 rot eo r..ppnf,Olo ror .ny •w,•t.on rrw Ir...f.0, .nY r•.lura to bulla tM trw. In conf•r•.lc..Itn MSI/IPI 1, or fa h—d..np n•ulla,a.. brs„q or tru•..•. w.l 1. 4rw1.6 N w..r P•O• Il.elllN NI• •torero. Iti1•.t•. wP•PLI1e..r Pr.fw•1•MI rlllN lr.wrlN vpn.o Llllq wHlr (rs tar A•.Ip. M•al.. The wlt•blIIty •n• Ir H llAle 0 wlro for •••y •Vm— 1. wpolslblllq .r tl.• RuI1 Jlro 0••19— p•r ANSI/aFl 1 S-2. For .w • Jm . R•ror•1 ro > ll • — t . .It.> ALPINE: .w.•lp,ro.t ew t' TPI: . wrt cp.n>corp: RTCA. .w..bc..Wl,>try.lco•: ..bICC . IPDOUg NATE OF y .c•: OROt RR•RR R•p•• I 2/-/-/R/- TOLL 20.0 PSF L 7.0 PSF dd DL 10.0 PSF rLL 0.0 PSF oT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0” 04/19/2017 Scale=.5"/Ft. REF R408-- 19519 DATE 04/18/17 DRW NCUSR408 17108719 HC -ENG KD/WHK SEQN- 739216 FROM RF JREF- 1W034O8_Z26 101411-i1o1z - u (mI3R Iray) -UAVIU WttKLY -- Lot 11 Reagan Pointe - CJ3 ) Value Set: 138 (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. 2X4(A1) 1-4-0-3OPJ Ire 0 0 eve R=222 U=45 W=4" RL=62/-23 R=59 U=28 R=50 U=0 THIS DNG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SURUITTFD RV TRIM' UFR 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(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Design Crit: FBC2014Res/TPI-2007(STD) a -/ PLT TYP. Wave FT/RT=096(096)/0 0 15. Y. F -/2/-/-/R/- Scale=.5"/Ft. w RMIS• MEAD AMD FOLIOTO ALL WTESWrR#OM 1X15 oMAO80 REF R408-- 19520IiORTAIrt•• FIOIIISM THIS MMAMIMc To ALL mMrMACTars IMCIYRIMG TIOi IMSTALLEI3. 2 T L 20.0 PSF Trow, reed. a ,atr,., <.r, m r•pr w•u,p, n•ne1, p, m,ov.^M. .n,u11 „q .^e Or«,..e My ror co •m r, i; : , 1 : / a^, 1•[,•t «.<e,. or acsl (W.IeIp Ceq•..•.0. 5•ritr Inroreuc.en. by FPO .^e MICA) rer qr«y pr«l.<O P • • TC L 7.0 PSF DATE 04/18/17I,.sc.110r, ,^•11 Pr, c—Por•ry br«,..e Per 11051 W.... ,ec.e ocMr.. • ATE • LW chore .n•11^e•w PreWb •cc«ew •tractor•) •L..c^.,q •ro eocc> <nor< •^.11 ^„• • Pr,Perly Kc•P•.O • / ny.e <.u,..P ac•a,.., ,..,., wr o.r..n.^c ..c•r.. r•,ar..^c T Us- L 10.0 PSF DRW HCUSR408 17108718 n M7. M7 0. X10. ., ,ppl ro•ele bolt P1•cm —P P,.K.vn s^o.n •eova .r.e • i Q 1 0 6M`Je ec 0.c.,),, unto• roc., ocr..refs• Rrd-1191•,r c, ap, IGOA-Z rer•c.M.re PI.- Po•,t„e• •• F P • Alo.no. r,r •^y eee.ec.e., rr,e t„ . '•. L QR\ ••' LL 0.0 PSF HC -ENG KD/WHK AN ITWCOMRMIY .oc,w.r i e.« ..oor cw,.o cra„ m conror.•nc, ..c^ Ansvrol r, or r,r ^•ntll,nM ( ••.•••P••••`C.. 0T. LD. 37.0 PSF SEQN- 739215 1 en mi. 4 1..M er m•.r .•D• I lwi%q mi. OF —I.V LI•L.tN ..ppt Ie. er p.h.apul .plr.Mrl i(L(,(( i1/ O A tj`N_V ugLaLeOnn Dr. Sat 130 r..P..Ie111cr .,1.Ir r r d1 .. A16I/TPI I S ci'^' ' •r m1. er 1 o r r . y .cr ecw• 1 ^ rllp, _ AIL DUR. FAC . 1 .25 FROM RF1r.•P.n•Ielllcy of c1.•...I. d1Mm0 0..I 'W Orlando. FL 72877 P,r ter• .nr ,a. w• ani. )w•, e•,..r1I ro , P.M• ALPINE- .•...1P•ne•c• C” TPI: P.^,.e. rrCA: -•-.e<,nea,cr Dou la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W034O8 Z26FLCOAI0:78 a r•<o.. ICC. yw . ..re 1 I, IOIJI-/1o14 - 0 LMOK Iray) -Unvlu wtILKLT -- LOL II Keagan rolnte - Lja ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP N2 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"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) _ 4 1-4-0-30J 5-0-0 Over 3 Supports — R=288 U=51 W=4" RL=92/-27 THIS OWG 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 OL=4.2 psf, wind BC OL=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. 22-10-11 R=116 U=54 i 2-1(-3 R=89 U=0 T204- 0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 0 6 F -/2/-/-/R/- Scale=.5"/Ft. tARN 1A1Gl •• •r0 AM MUM ALL *MS ON 7NIS DAA•1•GI IWWTAIn•• FURNISH THIS o•A•IM TO ALL CWMACNIRS N1CUXIING THE INSIALLEAS. T tL 20.0 PSF REF 8408-- 19521 trove• r•.e,ro •.v,w uro .n r.erluu,.p, na,.•1 „p. ,n 111x^•, ,Mta l,ry •,.• sr.e„q. R•rer a° «.° r• i r 1R • 1884 w,1,1•n er •CSI i.al•,np Gt.yeMnt s.r•ty Inror.•1,1m by TPI WCC r r Wray «tic.. p • TCtLL 7.0 PSF DATE 04/18/17 to p•rrer.,n1 tMw ruMC,en>. In>t•11•r> mal prev,e• l••per•ry •r«1„1 p•r OCSI el/nl•,s notal o Mn. : 1 wp oror0 •rol l row pro11.r1Y • tKn.. arKWr•1 ,Manby •M Oo I— cror• m•11 n•>• • prep.rly atal>IO r ATE 10.0 PSFa`ots, mal n.,,. pr«1,1p ,M1,.1Iw p.r §C DRW HCUSR408 17108717 o. m e. •w..• •Dpl.ewlo. Apply DNN, to e«n r«o or lrws •,.• poH1,00,1 .. mow. •Iww •ro M• JO me 0•tul,, mIN• Maw OtMr.I N. Ra •r 1,0 83232.1 la/A-! rer K•,tl•r• pl•N po,. t,on•. • d AIp,M. • •,v,•,on er lry 1.1,1•. ^°' •„y ' R\Q• LL 0.0 PSF HC -ENG KO/WHK ro Ct••p•n•nc> Group IM. •roll Mc m rewo•.s,Olo r •ov,•l,en r i to ars „p, .ny I•,1ur• co Iwlle 1,M trua> m con er.•I.c• a1,n ANsl lfpl t. •r ter nw.•Ilp, ,nappl • ac nN.I•rINI111 or w•.. F••• 1401,1111 dile •r••411p. In•le•1,•• .ee.la.le• of pnr•••4M•I •r111rIMr1111 ,y N ONAIL v OT. LD. 37 .0 PSF SEQN- 739214ANn1NmMPANYtIla.en a sr«,n/ or tr.nw•. NOD LaIe OruiLe Dr, Swte 130 r•.pwrl•1441,r wI•y w4u•4111,r .11• W •r H.1• .rw4.o 3232 .1132 •1,r.ewr• l• Wt µq 'a OUR. FAC. 1 .25 FROM RFr••pvr141111,y •f t!.• WIHI,O 0.•l r F•r AASI/7 1 I S -2. Od•Ido.FL 32837 F•r "r> '"fef--"'• '>• `""'°" > Q_N ' °•°e "•° •• "° ''". FLCOA40179 ALPINE: >--Ip c , tol:..-.1,p'^•1,.e,,: •rcA:-.•^e1M,y.c : '4x: , : .... Douglap Fleming Lic Number. 66648 SPACING 24.0" JREF- 1 W03408 Z26 I. 1o131-110lf - o 1,0101% 1ray) -UAVIU wttl%LT -- Lot 11 Neagan rolnte - nji ) Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP b3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 I THIS OIIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. loads Lumber Our.Fac.=1.25 / Plate Our.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(O.162"0.5"), toe nailed at Top chord. Provide ( 3) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A1) 9-10-1 Over 3 Supports R=318 U=143 W=4.907" R=68 U=22 R=331 U=64 3-10-6 3-9 14 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) _R PLT TYP. Wave FT/RT=096 096 /0 0 15.0 6 .3: F -/2/-/-/R/- Scale=.5"/Ft. ARNINGI•• DEAD AM FOLIOAM WTES ON THIS 1101.101 • T L 20.0 PSFIiONTAIrt•• .TAI.ISN THIS UNARM To ALL COVINACT•Ia I• LWINQ TME INSTALLERS. • . REF R408-- 19522 Tu.,•o• r.•.... .. .r... rrr.ut.M. n•ro..ro. •°.PP..P. ......I....o •m Nr.c.,p. R.r.r to .m ro• i / • th 4 L .•.t.o. or KS1 (....I.I., Coop.,...t S-ty I.r.l.. 1l by TPI ..P •ICA) for •.r.ty Pr«t.:.• P . ; TC L 7.0 PSF DATE 04/18/17 1..11 Prw.•• t or.rY .r«,,.P P.r SCSI. IA ..,. wt.• .th .. ATEi•P <roro ..... .... P•°P•ry .tt«hP nr«wr•. •h•t..,.p •ro ..otto• .-Io •..n ....a ° ProP.rq «t«I.•• L«.t....• .w... ror P.r°............. ... t .. .1 ..N, - I ..w b,-,-,.,t.I Ioo P.r • • L 10.0 PSF DRW MCUSR4O8 17108699 es. a '0....ppl.c..I. Appy P.a.. to .«.. r«..r tr.. am P•..t....., n O 2 th `Jo ..t 0.t...•. .n 1.•° rota ot°.r..w. Wr.r to arwl IfOA-Z fol 6-11d ol•t, po•.t.m• r •. a IIID 'rg .IP.w...,.......r I,....I•.., r. I . ro.11 ..t .....Po^..°.. r....Y •...t... r a t. o mit` '•:c fZ P•••' LL 0.0 PSF HC -ENG JB/DF Jrwl,p. ..IIA th tr.,• I. ow.r.rv.c..nn ARSLT.I ,..r I.r ....P...•. .Llpplp. ' t?,,` ro R •••'•••••` P ,ItTOT. LD. 37.0 PSF SEQN- 739219ANn'W COMTYWY .w.......w. s Pr«.rq or tr...v. G M•1 M 1:1.1. •r-11.• •r .Mr •.•. 11.1. W..1-1 .p IMIP•t1• advor mss• or 11-1-1 MylnMrllr /O IL yr•.p•wltT ..I.y ... t dooi„ .I.s... TI.• ...%a*4My ..P moo of .,l° awlro rw ." o -two I. k u DUR .FAC . 1.25 FROM RF NW LAt Onw Dl. Swte 150 rw.•Pe•.11.tr .r t1.• a1. 141M ow.TP..r P•r ANi1/T 1 , Soo.x. IUeIUW Odwd0.FL 3283 `ori 1n...° "" t .. job'' 9-1.. ro • P.Q. SPACING 24.0" JREF- 1W03408 Z26FLCOA110278ALPINE: .w.•Ip.w.q.<a, MI w.. tPP.ht.x•. •TCA-....tiM ,y.'e. IW: .. .r•pOUuIa Flemme Lic Number: 66648 1W03408_ Z26 aoA O li SUPPORT REPORT JOB DESCRIPTION: 16131 WIND CODE: ASCE 7-10 WIND MPH- 139 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND TRUSS DESC SPAN -ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX. -M UPLFT.-N PROFILE Al 30.000 4.000 WALL 0.000 20.333 1310 -143 Al 30 000 4.000 WALL 29.667 20.333 1310 -143 A2 30.000 4.000 WALL 0.000 20.333 1280 -146 A2 30.000 4.000 WALL 29.667 20.333 1280 -146 A3 30.000 4.000 WALL 0.000 20.333 1273 -148 A3 30.000 4.000 WALL 29.667 20.333 1273 -148 A4 30.000 4.000 WALL 0 000 20.333 1215 -287 A4 30 000 4.000 WALL 29.667 20.333 1215 -287 AS 30.000 4.000 WALL 0.000 20.333 2643 -671 A5 30.000 4.000 WALL 29.667 20.333 2643 -671 ASA 30.000 4.000 WALL 0.000 20.333 2807 -688 ASA 30 000 4.000 WALL 29.667 20.333 1930 -455 81 18.667 224.000 WALL 0.000 20.333 1923 -429 B2 18 667 4.000 WALL 0.000 20.333 786 -186 82 18.667 4.000 WALL 18.333 20.333 786 -186 B3 18.667 4.000 WALL 0.000 20.333 709 -159 B3 18.667 3.000 HANGER 18.417 20.333 703 -157 CJ1 1.000 4.000 WALL 0.000 20 333 201 -56 Cil 1.000 1.500 NAILED 1.000 20.333 9 -10 Cil 1.000 1.500 NAILED 1.000 20.889 -36 -34 CJ3 3.000 4.000 WALL 0.000 20.333 222 -45 CJ3 3.000 1.500 NAILED 3 000 20.333 50 0 CJ3 3.000 1.500 NAILED 3.000 21.889 59 -28 NnWft---------------------------------------------------------------------------------------------------- ci 4.000 WALL 0.000 20.333 288 -51 CJ 5 1.500 NAILED 5.000 20.333 89 0 J5 ••. 1.500 NAILED 5.000 22.889 116--------- -----54 r--- ----- /` --------------------------------------- --------------------------------- 1i7 .500 WALL 0 333 10.000 307 -43 6 G j 500 WALL 6.042 10.604 205 -30 N EJ6A Ql 6 ///500 WALL 0.333 10.000 240 -9 6.. .500 WALL 6.042 10.604 213 -31 dsR,...• 4.000 WALL 0.000 20.333 360 -61 EJB 7: 1.500 NAILED 7.000 20.333 127 0 Nei 1.500 NAILED 7.000 23.889 169 -81 EJ7A 7.000 4.000 WALL .000 20.333 1713 -413 EJ7A 7.000 3.000 HANGER 6.750 20.333 1383 -300 EJ7A 7.000 1.500 NAILED 7.000 23.854 175 -77 "4 < F1 29.875 7.250 WALL 0.000 10.000 988 0 F1 29.875 143.250 WALL 17.813 10.000 2268 0 F2 29.875 7.250 WALL 0.000 10.000 909 0 F2 29.875 6 000 WALL 17.938 10.000 1911 0 F2 29.875 7.250 WALL 29 271 10.000 563 0 F3 19.969 7.250 WALL 0.000 10 000 1084 0 F3 19.969 3.000 HANGER 19.719 10.000 1098 0 F3A 19.969 7.250 WALL 0.000 10.000 1084 0 F3A 19.969 24.000 WALL 17.969 10.000 1098 0 F4 19.969 239.625 WALL 0.000 10.000 2177 0 FS 18.542 7.250 WALL 0.000 10.000 1006 0 F5 18.542 7.250 WALL 17.938 10.000 1006 0 F6 18.542 219.000 WALL 0.292 10.000 2008 0 F7 9.604 7.250 WALL 0.000 10.000 59 0 F7 9.604 108.000 WALL 0.604 10.000 981 0 F8 3.208 4.000 WALL 0.833 10.000 246 0 F8 3.208 3.000 HANGER 2.958 10.000 116 0 F9 2.313 3.250 WALL 0.000 10.000 128 0 F9 2.313 3.000 HANGER 2.063 10.000 113 0 FG1 9.438 6.000 WALL 0.000 10.000 3228 0 FG1 9.438 7.250 WALL 8.833 10.000 2665 0 HJ7 9.837 4.907 WALL 0.000 20.333 318 143 HJ7 9.837 1.500 NAILED 9.837 20.333 331 64 HJ7 9.837 1.500 NAILED 9.837 23.867 68 22 0c v pNtl/ y1111 H ppM T 3 ..`oaa..... r c Zio vo 0 11 STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBAI BRIDGING TOGETHER 4' 0. ATTACH SCAB WITH IOd BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROVS AT SCAB 6' OC NOTE, IN 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 2) 10d 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 V/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. O ATTACH STRONGBACK TO WEB V/ (3) IOd COMMON -- 0.148'x3') NAILS OR 4) IOd BOX/GUN i28'x3.0') NAILS r_i attachment methods O STRONGBACK BRIDGING SPACING REOUIREMENTS I 10' None re uired 10 to 21T I roe (at center of n) 20' to 30 2 roes (I at each I/3 points) 30' to 1 3 roes (I at each IH points) Over 40 ce roes at 10' ac.points) 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, resulting 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). ATTACH STRONG , TO BOTTOM CT t •••• • •••• 2) #10 - 3' ••• ` Sw0• STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES v _ • e eVARNINGal. READ AND FELLOV ALL NIIES ON THIS QRAVINGJ ` O• • TeIWMTANT.. FLIRNISH THIS DRAVMG TO ALL CONTRACTORS INCLUDING THE INSTALLERS • • LL PSF REF STRONGBACK Trusses -"f -%r- car. In fabricatng, handling, sHpo3p, instating and breclrV Refer to and • • peano. act the priorlatest part of OCth se f can 10 a sleety all proUon, a TPIor and SOCA) far wrlty y. r DL PSF DATE 10/01/14 practkec odor to pee. top tlrc. all temhave Iperly t (hall structvd. temporary raring ow aCS1 l • lesfss have 1oporly . tap c/,rtl Shall hav! raplrly attaChltl StrYCtr41 sllfa tMelg and bat tan Cmo j • hall have a pragNy att.Ch.d re cNUnp Locatbnc cho.n For p.r. nt lateral rust -1.% of ..bv+ • ATE BC DL PSF DRWG STRBRIBRIO14 FI F IO j jjl of have rid p— Installed per aboI s•Ctbns 17. J or DIO, os opp14e01. Apply pstvs to loch foie a • III''IIUL,_ jl IUI\\Vv11111I r of trust o.W pIng Ins all dhoer above and on the Joint D.cots. opals 1. —led otn.rds•. LL PSFRefertodra.Ings I6OA-2 far standard plate posltbns. AIPNe, o alvlsbrt of Iry aollding Canponents Grano Inc. shall not be responsmle far an •evbtlen froe •• : / O: _e e• AN ITWCOMPANY the ra.lng, any raa„ee to bold the truss In eon0rnanee eIth ANSI/TPI 1, or for hendiblp, eHppNo, 4 Oj( ••• `OR • T. LD. PSF Ins talo tion a br*Cing of trusses• •••q •.••• A teal an thk A-oeYig r cover page IlstYlg t/is draeelp, edlcat•g .cceptenC. of proFvsslonat 13723RivIpor10me ear any 's retww Is th lately rr the design smovn TM Wr ar aha of Ws raelrlp ry ii DUR. FAC. 1.00 137238 far any str_spa,t Is the respolely for th of the hoW D.elpr,.r tog arduANSI/TPI 1 Sect Maryland Heights. MO 03047Fr nmorehrornatiuSte two Job's general notes page and these .eb sites- SPACINGALPINE, .ee.alolnalt.conl TPI, ...toinstrol SOCA, .e..cbeindustrv.ra: ICC, ...Icccafe.ro _ . ,-, ._ 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. Deflection and Camber 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) Compensates for different deflection Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses Avoids 'dips' in roof ridgelines at the transition From the gable to adjacent clear span trusses. 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. 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 Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses Note: The actua the design VARNDA00e RCAD AND raLOV ALL 19M ON RDS DRAVIIQ IWMTANTee fURMSH THIS DRAVRri M ALL mITRACT04 [MMUMNG THE 04TALLERS. Trusses repJre extreme care in fobrlcatap, hor4kl ,, sh1pp6V. ynstolUrp and br•cko R.Fer to on all" v prod the blest eparf of these <suilonp oma. Int Sleety all provide o TPI ana SKArocl' mar sole. Wdess es prbr to wise, topnD ord*U haves. Iperty ems shall provide ternpornry and per DCS I. l Yess rated Otherwise, top Chord froU have properly attached itruCtur01 ShrotNrnD OM OO..M M doll now o properly att.C.d ceDanD. Locations shown for perronent lateral restraint of eel TFI 0f F11 of % hsw nd pomp 6crosW par 1 sections M. Joint87 nr DO •. Unlessapplicable. no Apply Wtea to each f•coftrussend bV. 1 G es fMm above aro on the ionsDetais, bless rotenY otMralse U v Raier to dra.NDs 16th -Z for standard plate positions AN ITW COMPANYAlpine. o dWlsion of ITV WACWQ Components Grant' Inc shall not be responsaAa For any deviation FtNs4-6,D. any folure to build the truss In conformance With ANSI/TPI L ar, For handlND, shppft, Installation L brocbV of trusses. A seal an ties draeanD or cover Pape Usting this cbm. , i professionalacceptanceof professnl 13727 Rmverporl D -e e.nRYvwinq reaponstAty solely for Ow deslpn Id— TM sultaWity and usa of this dra.bnp Suns 200 iar amry structure Is the responstllty of the bAAW Desipur per Nal/TPI I Sect. Maryland Hemghls. MO 63043Far pore NforvotbJoronseetNsJob's Q-4 notes Pape and .cuss .b tesis. LP, we eeeelpbnelte.Comi TPI. e...tphstory SOCA ee..sticendustryar0i IC0 eealccsofeorR Recommended Camber 1.00 x Deflection from Actual Dead Load 1.5 x Vertical Deflection from Actual Dead Load 0.25 x Deflection from Live Load) + Actual Dead Load 0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) d may be considerably less than SATE OF 04/19/2017 REF DEFLEC/CAMB DATE 10/01/14 DRWG DEFLCAMB1014 Gable Stud Reinforcement Detail ASCE 7-10t 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 120 mph Wind Speed, IT Mean Height, Pnrtinity Enclosed, Exposure C. Kzt • 1.00 Ort 120 mph Wind Speed, 15• Mean Height, Enclosed, Exposure D. Kzt w 1.00 On 100 nph Wind Speed, 15' Mean Heiaht. Partially Enclosed_ Exposure D. Kzt a 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) 1x4 •L• Bruce Group A Group B 1) 2x4 'L' Bruce (2) 2x4 •L' Bracer Group A Group B Group A Group B 1) 2x6 'L• Bruce (2) 2x6 •L' Brace • Group A Group B Group A Group B J d U O U SPF IJ FHF N1 / a2 4' T 7 - 7' a e' 7• e' 2x4 Of -L e2 or 61 4• V 14' • 0• 43 4' V 6' 7• 7. V e' 6' e. IV 10. 1' 10' 6' 13' 4' 13. 10' 14' V 14' V Stud 4. V 6' 7• 7' V 8. 6• 8' 10' 10' 1• 10' 6• 13' 4' 13' 10' 14' V 14' V Standard 4' V 5' 8' 6' V 7. 7• 8. 1' 10' 11 10' 6• 11. 10' 12' 8' 14' 0' 14' 0' S P DFL M1 4' 6• 7' 4' 7. 8- e' e' 9' 0• 10' 41 10' 9' 13' 8' 14' 0' 14' V 14. 0• 02 4' 3• 7. 3• 7' 7• 8' 7- 8' 11' 10' 3• 10' 8' 13' 6' 14' V 14. 0' 14' 0' N3 4' 2' 6' 0• 6' 4' 7. 11' 8' 66 10, 2' 10' 7• 12' 5• 13' 4' 14' V 14' W Stud 4' 2• 6' 0' 6. 4• 7. 111 8' 6- 10'2" 10, 7' 12, 51 13' 4' 14' 0' 14. 0' Standard 4' V 5' 3- 5. 7- 7. V 7' 6' 9' 6' 10' 2• Il' 0' 11' IV 14' V 14' V U L 01 0) UFiO C SPF F N1 / N2 41 It* 8' 4' 8' 8' 9' 10' 10' 3- 11. 8- 12. 21 14' 0' 14' V 14' V 14' V N3 4' 8' e' 1• e' 8' 9. 8' 10' V 11. 7' 12' 1' 14' V 14' W 14' V 14' W stud 4' 8' 8. 1• 8' 6- 9. 8' lo' V 11' 7• 12. 1' 14' 0• N' V 14' V 14' 0' Standard 4' 8' 6' 11• 7. 5- 9. 3• 9' 11' 11' 7' 12' 1• 14' V 14' V 14' V 14' V SP DFL al 5' V 8. 5' 8' 9' 9' it, 10' 4' )1' 10' 12' 41 14' V 14. V 14' V 14' 0' 2 4' I1• 8' 4' 8' 8• 9. 10- 10' 3• 11. 8' 1 ' 2• 14' V 14' V 14' V 14. V 03 4' 9- 7. 4' 7' 9- 9. 9' 10' 2• It, 8• 12' 1' 14' 0• 14' V 14. V 14' V Stud 4. 9- 7. 4' 7. 9- 9. 9' 10. 2- 11' 8• 12' 1' 14' D• 14. V 14. V IC V Standard 4' 8' 6' 5- 6. IV 8. 7' 9. 2• 11' 71 12' i' 13' 6' 14. 01 14. V 14' V15 X d UHFO CU fl 1g,1 / M2 5. 5- 9. 2• 9. 6• 10' 10' 11. 3• Il' 8• 13, 5' 14' 0• 14' V 14. 0' 14. 0• M3 ' 1• 9. 0' 9' 4• 10' 8' 11. 1• 12' 9' 13. 3- 14' 0' 14. 0' 14. V 14' V Stud 5' 1- 9' 0' 9' 4• 10' e• Il' I• 12' 9' 13' 3' 14' V 14' V 14' 0' 14' V Standard 5' V 8' 0' 8' 6' 10' 8' 11' 1' 12' 9• 13' 3' 14. V 14' 0' 14' V 14' V SP DFL RI 5' 8' 9' 3' 9' e' 10' Il• It* 4• 13' V 13' 6' 14' 0' 14' V 14. V 14' V b2 5' S' 1 9' 2' 9' 6' 1 to' !0' I l' 3- 12, 11• 13' 5• 14' 0' 14' V 14' V 14' 0- M35' 3' 8' 5' 9. 0' 10' 9• 11' 2- 12' 10• 13' 4' 14. 0• 14' 0• 14' 0' 14' V Stud 5. 3• 8' 5- 1 9' 0• 10' 9- 11' 2• 12, IV 13. 4• 14' 0' 14 0 14' 0• 14' 0' Standard 5' 1' 7' 5• 7. 11' 9, 11' 10' 7• 12' 9' 13' 3' 14. V 14' 0' 14. D. 1 14' 0' bagonal brace aptkww vertical tength may be doubled when din8onml brace Is used cone" dagonal brace for 4500 Wt each end Max web total length is 14'. Vertical length shown N table above. Connect d000na'f at micksoint of vertical seb. a &OV AN RW COMPANY 13723 R.oq)on Otrva Surae 200 Maryland Haghts. MO 63013 Truss 1 Its- 1g, Lr L Br ce I in X 2x4 Of -L e2 or better diagonal T braces &algia 8, double cut IK as shown) at L 1 upper errs W-1 IK 14k Refer to chart above ssVA1400. WM Alm iLLLOV ALL WOKS W TIOS 0IAVDO sa001011tAMTo fLNUSH THIS M VDei TO ALL CMIMCMn DICLLMM ItC OQTALLE.RS rttsaes repbe a trove cars h fatricatha harwlhp shppirna hssatthp aM wracks RNar to awe as ow latest edltlon of 2CSI (•nidh0 Cmponent Afety orMtbn, aY TPI anti S1W far Yff/y Chea prior so perfar 6 these f%wctMa. installers shall prowho tenwary kc%V per 2CSL ass tutee atWfare, tap dnard small he" prapary atsadWo strncuwol sheathing aro aottan ch1w 11ave a properly atlochtd IWce/hp Locatrins shown for perwarent tstenl restrohl of seat U Wave tarwch2 wtdled par SSI aacsbAs 1% 87 or 210. as spp0cakla. /pply p4tes to each face tr.as aro poOtlon as crown "Wee w on the .Joint petal, -Ness rotor otherwia. or to tNaabnps 16011-2 for standard plate poslelens. 3*w. a aolbon of ITV bt•rt2 fanponents Crop tnr. OWI not to responslle for w%y tvbllon fn d'ri'p. any fohre to bdd to a tors In canfarnunce with MMOTPI L ar for harwakV. shlpph•. nation 6 tracing of &ruses aewi an tst 5 e 08ft Or cawr PORN hath• tet 0'6160 Matesal;(eptan a of praf.s.l.W hp thi ralnn " The rA0 w iy sirect ies yiespoi u2ley a w euro SWAperyMwwlii1'fa a far wore Maraevan ah 1Ns Jete'c Oerrrd rotes galla aro trnev aN prep ALPIIC. owealpksttactw TPb aae.tphst W S2CA aaasockniAtstry.onnl ICP swelccsslewo n_... o :. §tATE ORot. so 9 'ew000.000 1 y g S ONAI 04/19/2017 Bracing Group Species and Gradest Group At Druce -pine -fir Howl -fir Stencbrd • Studstile • to rd Doualas Fr a ch Southern Pb»ew• 03 •3 L Stud StoMsrd tonndord Group Bt Hen -Fr 1 6 Btr 01 ac Fir -Larch Southern Ptnew•a eI • e2 e2 1x4 m^sCos shall be SRB (stress -Rated Dowd). aFar 1x4 So. Pbne use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B vak»s FOY be used With these artsdeS. Goble Truss Detail Notes& Wind Load deflection crlterlon Is U240. Provide uplift connections for 55 pif over continuous bearbg (5 psi TC Dead Load. Gable end supports load from 4' 01 outlls"ers With r 0' overhang. or Ir plywood overhang, Attach •L' braces With lad 40.120'x3.0' rah) mops. ID for (1) t' brace. space naps at r ac. in 18' end zones and 4' D.C. between canes. tillfor (2) •L' braces space naps of 3. ac - In 18' end zones and 6' ata between zones. L' brat bg wast be a nbdlxln of en of web no dw length. Gable Vertical Plate Sizes Vertical Lenoth I No S Ice Less than V 01 Iz4 or 2x3 Greeter then 4. 0• x4 Refer to common truss design fir peak, cpoce, and heel plates. Refer to the &Adbg Designer for cond•tions not addressed by this detaz. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB14015 DATE 10/01/14 DRWG A14015ENC101014 Gable Detail For Let -in Verticals T' Reinforcing Member Gable Truss to ppropriate Alpine gable detail For e sizes for vertical studs. Engineered truss design for peal(, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. F. 2X4 2X42x8 rrovioe connections for upllrt specltleci on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails in the top and bottom chords. TOenalled Nails, lad 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, AI3030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PEDIOl014, A11530ENC101014, A12030ENC101014, A14030ENC101014. A16030ENCI01014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENCI00815, S16015ENC100815, S18015ENCI00815, S20015ENCI00815, S20015END100815, S20015P ppppgg S11530ENCI00815, S12030ENC100815, S14030ENC100815,S S18030ENC100815, S20030ENC100815, S20030ENDII fq%D 01JT4, See appropriate Alpine gable detail for maximum p -. 3pl h I r- vT- c•.:cC OR OP' 1j •easen...•• r-- InA1Al E 04/19/2017 T' Reinforcement Attochment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nal: - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' From top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Reinf. 'T' Mbr. Size Increase 2x4 30 '/. Example, 2x6 20 '/. ASCE 7-10 Vind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP D3 T' Reinforcing Member Size = 2x4 T' Brace Increase (Fran Above) = 30% = 1.30 Cl) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 WARNING-- READ AND fILLOV ALL haTES IN THIS DRAVINQ o.INPORTANTw FURNISH THIS DRAVUkG M ALL (SD(TRACTURS INCLUDING THE INSTALLERS. Trusses reaulre estr.v care H fabric*", hanollg. shipping. Install" and bracNp. Refer to and follow the latest edition of OCSI (DmpuldmgCoonfnt Sefaty InfWMtbn by IPI end SICA) for safety: Practioes Prior to performing these functions. Installers shall provide temporary Mac" per OCSI. lYsesi noted otherwise, top Chord snap haw Property attached structural sh"tMV and bottom cho mi shall how a Properly attached rigid ceDYp. LoCotbns %has. for permanent lateral restroht of web: fl O 1 OItL If D7 nt Dils •paic•ano roar a•te. to each facesYnllhaveWPOSTIon09"talked per abi Grid an theof . ruSShav aro pasbtas per abew and an the 7 or 110.4Details. urMess noted otherwise. J- Refer to dre.ings 16CA-S for standard plote positions. AN ITW COMPANYAlpine, n of ITV "aloe Components Inc. shell not be responsible far any devbtion fr winga divisioGroup ills dra, any fasure to "d the truss In canfermance Nth ANSI/TPI 1, or for handling, ohppbng, Installation 6 bracing of trines.. A seal on this Growing or cover peg. listing this draetng, bdcotes acceptance of professloral 13727 Rlwrpon Ons enpl^eerlp respons6Wty so1sty far the deslpn shown The Wt•Wlty and use of this drawing Side 200 for anis tw K tM responslMlty of tiv Sulking Designer par WSI/TPI 1 S*cZ Maryland Heights. MO 63043 Far more Infernotian see this Job's general notes page and these web 511451 ALPINE, wasolpinelt..Comi TPb eew.tpinst Prgi SOCA, ee..soeWLstryor0i ICen owe.ICCsofs.oM r%_.. p -. 3pl h I r- vT- c•.:cC OR OP' 1j •easen...•• r-- InA1Al E 04/19/2017 T' Reinforcement Attochment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nal: - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' From top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Reinf. 'T' Mbr. Size Increase 2x4 30 '/. Example, 2x6 20 '/. ASCE 7-10 Vind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP D3 T' Reinforcing Member Size = 2x4 T' Brace Increase (Fran Above) = 30% = 1.30 Cl) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX. SPACING 24.0' REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 On 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D. Kzt = 1.00 or, 100 nnh rind sneed. 3n' Mean Heinht_ Partially Fnrinsad_ Fxnnsure n. I(>t = inn S 2x4 Brace Goble Vertical Spacing Speciesl Grade No Braces l) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace s (2) 2x4 'L' Brace an (1) 2x6 'L' Brace s (2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B US Q 1, 114- 01i P 1 HF ql / #2 4' 1' 6' 11' 7. 2' 8. 2' 8' 6' 9' 9' 10' 2' 12. 10' 13' 4' 14' 0' 14' 0' 3 3' 10• 6' 2' 6' 7' e' 1• 8' 5' 9' B. 10' 0' 12' 8' 13' 2' 14. 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' e' 1' 8' 5' 9' e' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' Standard4' 7 SP DFL 2' 1' 0' 7' 3• 8. 3' 8' 7' 9' 0' 10' 3' 13. 0' 13' 6' 14' 0' 14' 0' M2 4' V 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10• 13' 4' 14. 0' 14' 0' 3 4' 0' 5' 7' 5' 1l' 7' 5' 7' It' 9' 8' 10' 1' 11' 7' -12'-5* 14' 0' 14. 0' Stud 4' 0' 5' 7' 5' 111 T 5' 7' 11' 9. S. 10' 1' 11' 71 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 01 UB i 0) Q1 U O SPF 1J FIl 1 / 02 4. 8' 7' 11, 8' 3' 9. 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14. 0' 14' 0' M3 4' 5' 7' 6' 8' 3' 9' 3' 9' 71 11' 0' 11' 6' 14' 0' 14. 0' 14' 0' 14' 0' Stud 4. 5' 7' 6' 8' 0' 9. 3' 9' 7' Il' 0' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' !0' 8' 7• 9' 2' 11' 0' 11' 6' 13' 6• 14' 0' 14' 0' 14' 0' SP DFL N1 4' 10' 8' 0' 8' 4' 9' 6• 9' 10• 11' 3' 11' 9' 14' 0' 14' 0' 14. 0' 14' 0' 02 4' 8' 7' 111 8' 3' 9' 41 9' 9' 11' 2' 11' 71 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7. 3' 9' 1' 9' e' 11' 1' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7' 3• 9' 1' 9' 8' it, I' Il' 6• 14' 0' 14' 0' 14' 0' 14. 0' Standard 4' 5' 6' 0' 6' 5' 8, 0' 8' 7' 10' 10' ll' 6' 12' 7' 13' 15' 14' 0' 14' 0' d X CS LJ O 01 S P F u FHI ql / 82 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 83 4' 10' 8' 7' e' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14. 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' Il' 9' 11' 10' 7• 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P DFL NI 5' 4' 8' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' B 2 5' 2' e' 9' 9. 1' 10' 4' 10' 9' 12' 3' 12' 9' 14. 0' 14' 0' 14' 0' 14' 0' 83 5' 0' 7' 10' 8' 4• 10' 3' 10' e' 12' 2' 12' e' 14' 0' 14. 0' 14. 0' 14. 0' Stud 5' 0' 7' 10' 8' 4 • 10' 3' 10' 8' l2' 2' 12' 8' 14' 0' 14' 0' 14. 0' properly g shalt have a property **%&Chad rtpW casing. Locations shoen for pernnntent tat•rat restraint of veto Standard 4' 10' 6' Il' 7' 4• 9' 3' 9' 10' 12' 2' 12' 8' 1 14. 0' 1 14' 0' 14' 0' wu have bracing ion as aper above an 17. By er Bto, ks applicable.sno dApplyot peas to each feteof %ruse aro position as *roan *row ad w yr Joint 0•tass. w•ss noted other Ise. Bracing Group Species and Gradesn Group At S nice -Pine -Fir Hen-Flr 11 / 02 IStanderfl1 12 1 Stud 03 I Stud 1 03 listandard Dowalas Fk•-larch Southern Plnes s 13 03 Stud Stud Standard Standard Group Bt Hen -Fir Nl t Btr 11 Dau as Fle-Lerch Southern Pinesw NI NI 02 N2 Ix4 Braces shall be SRB (Stress -Rated Board). wfor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these gr2des. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psi TC Dead Load) Gableend supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' Nn) nags. X For (1) 'L' brace, space nags at 2' cc, In 18' end zones and 4' o.c. between zones. K)KFor (2) 'L' braces- space nous at 3' o.c. in 18' end zones and 6' o.c. between zones. L' bracing must be a rJnlnun of 80X of web nember length Gable Vertical Plate Sizes Vertical Lenoth No So0ce less than 4' 0' 2X4 Greater the" - 0', but 3X4 less then 11. 6' Greater than ll' 6' 4X4 I Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detag. SATE OF F'Z0 P\1AX. TOT. LD. 60 PSF 04/19/2017 MAX. SPACING 24.0' REF ASCE7-10-GABI4030 DATE 10/01/14 DRWG A14030ENC101014 About IL We Truss Diagonal brace option, Tverticallengthnaybe doubled when diagonal 18' brace Is used. Connect L I diagonal brace for 5250 II rLn of each end. Max web 1 I} Brace total length Is 14'. 39 2x6 IIF -L 12 or better diagonal TI Vertical length shown I brace! single 8. In table above. 4$• or double cut L1asshown) at upper end Ontlnu Connect dlagofa at nl Int of vertical web. Refer to chart above utW0RTAMT• FLOUSH THIS WAVDfi loll ALL CONTRACTORS OQUB04 TI[ D47ALLUM j Trvssem "qJr* sxtr~ care h febricetir& handing shippleU Installing end bracing, Refer to an Folio. the **test of KSI (eudhp CompIons. ant Sorry TPI one S A) for par4 th all provide a KSI Wassces prior to performing, tins• iunctlons. Insaeers w11 provide temporary srocNg per BCSI. pQ IaNe1 road a,-, tap chord shell have ett C. strut turel sh•ethi ed bottow Choiproperlyg shalt have a property **%&Chad rtpW casing. Locations shoen for pernnntent tat•rat restraint of veto Q lU\ ell wu have bracing ion as aper above an 17. By er Bto, ks applicable.sno dApplyot peas to each feteof %ruse aro position as *roan *row ad w yr Joint 0•tass. w•ss noted other Ise. IhFer to d ambV% 160A-2 for standard pate positions AN ITW COMPANYtinAlpine. Init not be responsible for any deviation fryadivisionofI[TV"dtnp Components GrInc. w s drawing. any f*lnre to bald the truss In conformance with ANSI/TPI 1, er for handling, shppi ng,, Ins%Uetbn 6 bracing of trusses. A s•el on this drawing or cower page Usthg this de -big, Indicates acceptance of profession,! 13723 Rnwnpon Ome an bwrA responsbWty solely far the deslpn shown The aJabllty ed vse of this drewlp state 200 for any stnetur• Is the responsibility of W enJWng Designer per AMI/TPI 1 Sect. Maryland Henghts, M063043 For nor* hforrethistionse• ts pt's general rod tnotespageetheme • sites, ALPINE, wwwatph•Itw.canb TPI- w•w.tpNst.orgs SBC- wwesbcyldlstryorgb ICO wwwlccsof•org Bracing Group Species and Gradesn Group At S nice -Pine -Fir Hen-Flr 11 / 02 IStanderfl1 12 1 Stud 03 I Stud 1 03 listandard Dowalas Fk•-larch Southern Plnes s 13 03 Stud Stud Standard Standard Group Bt Hen -Fir Nl t Btr 11 Dau as Fle-Lerch Southern Pinesw NI NI 02 N2 Ix4 Braces shall be SRB (Stress -Rated Board). wfor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with these gr2des. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psi TC Dead Load) Gableend supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' Nn) nags. X For (1) 'L' brace, space nags at 2' cc, In 18' end zones and 4' o.c. between zones. K)KFor (2) 'L' braces- space nous at 3' o.c. in 18' end zones and 6' o.c. between zones. L' bracing must be a rJnlnun of 80X of web nember length Gable Vertical Plate Sizes Vertical Lenoth No So0ce less than 4' 0' 2X4 Greater the" - 0', but 3X4 less then 11. 6' Greater than ll' 6' 4X4 I Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detag. SATE OF F'Z0 P\1AX. TOT. LD. 60 PSF 04/19/2017 MAX. SPACING 24.0' REF ASCE7-10-GABI4030 DATE 10/01/14 DRWG A14030ENC101014 it Permit # RECORD COPY City of Sanford Building and Fire Prevention Product App 17-1198 Project Location Address 2 sANFORO FPAR/ cation Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at 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 MI Windows and Doors Sliding Glass Door FL# ,--aQ-Ra Sectional Amarr Dwg. IRC-6009-120-15,Thru 9' FL# 5302.35 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 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. Hardie5offit 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-R15 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 -26 Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. 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# 2197-115 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-114 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-117 Insulation Forms Plastics Deck / Roof June 2014 a Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tangy Please Print) June 2014 f 2/15/2017 Florida Building Code Online r u Business & ProfessioiW ' ' t i T4 J' 'T7L•T SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications FSC Staff SCIS Site Map Links Search b a 1 111 i " Product Approval USER: Public User Pmdur..tooro»I Menu > ^rne::r or toohrponc. > AODhratOn USt > Application Detail FL # FL15213-112 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 V 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. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE odf Referenced Standard and Year (of Standard) Standard Year 101/1.5.2 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 httpsJ/www.0oridabUldmg.orgfprlpr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTpa/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 t 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 0 FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL1521.3 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 j Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213. l.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque 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 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 6'8 "Impact' Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (0X0 - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1520 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 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 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 Il Inst 15213.5.odf htlpsitwww.11oridabuilding.orglpr/pr appdl1.aspx?param=wGEVXQwtDgv3yWIWZ1ORC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%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 Grain/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 FLIS213 R2 li 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 FLIS213 R2 AE Sial 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 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 FL15213 R2 H 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 Grain/Rustic/Mahogany Series utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 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 FL1S213 R2 AE Sial 15213.8.odf additional use limitations, installation instructions and product Created by Independent Third Parry: 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 II 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 FL15213 R2 II 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 68 "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 FLIS213 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 Sial 15213.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.noridabt ilding.orgfpr/pr app ol.aspx?param=wGEVXQwtDgv3yWKJZIQRC3FgPGdggzlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 3/5 2115t2017 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 Il 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 II 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 l n. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 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 FLL5213 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 Lite" 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.I5.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 FLIS213 R2 lI 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 FLIS213 R2 AE Sial 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 "Lip Grain/Rustic/Mahogany Series N Ute' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 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 "Up Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions httpsl/www.Ooridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 4/5 15/2017 Florida Building Code Online Approved for use in HVHZ: No FI 15213 R2 II Inst 15213.18.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: INST 15213.18 for Design Pressure Ratings, any F1.15213 R2 AE Eval 15213.18.odf 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 II Inst 15213.19.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: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.odf 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 FL15213 R2 II Inst 15213.20.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: INST 15213.20 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page ©0 Page 1/ 2 m O Contact Us :: 2601 Blair Stone Road, Tallaroisee FL 32399 Phone: 1150.487.1824 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 marl. If you have any questions, please contact 8S0.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address If they have one. The emods provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply e personal address, please provide the Department with an email address which tan be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: a ED 2 Credit Card Safe hitps:/Mrww.Boridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVK,1Z1QRC3FgPGdggzITp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 55 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. Tttis product hos been evaluated and is in compliance with the Sth Edition 2010 Florida Building Code (FBC) structural requirements excluding the TYgh Velocity Hurricane Zone' (HVHZ). 2. Product anchors shoe be as fisted and spaced as shown on details. Anchor embedment to base molefial shoo be beyond wall dressing or stucco. 3. When used in areas requiring 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. anchoring of these units shol be the some as that shown for 2x buck masonry construction. S. Site conditions that deyiote from the detoils of this drawing require further engineering analysis by o licensed engineer or registered architect. TAKE OF CONTENTS SHEET/ DESCRIMON 1 lypical etevotbn. design pressures. d general notes 2 Door panel detolls 3 H06=1alcross secliorx 4 Vertical dross sections S Buck and trome o • 2X buck masonry construction 6 Fromeanchoring .IXbuck mosonryconstruction 7 BO of materials & components 3750' MAX. OVERALL FRAME WID1H FE] Fa - 1 o m I HIJ Uoff O 0 O P SMUG M". FRAME DIMENSION DESIGN PRESSURE (P50 POSITIVE NEGATIVE INSWING 37.5(• x 97.57 75.0 75.0 OUTSWING 37.50' x 9&57 75.0 75.0 rrr r P++ IONS. e*: JK 1 FL -15213.37 en _L or 7 rrr r P++ r •: o v z r f d 0 30: IONS. e*: JK 1 FL -15213.37 en _L or 7 43 47 46 a43a * L• jQ? a INTERIOR = Ni.43 r g 11111 11 1 w .. e`• V EXTERIOR qq \ F o. 0 ? 4 ` 41 `; I -'N HORIZONTAL CROSS SECTION u 2 o 35.75MAX. 0.4* DOOR PANEL WID111 r } 6 2 O ul o e IOP *All q iGH t INCE SnIE G t _ O PVCCaw. PVC Caw. _ INTERIOR _ _ EXTERIOR W W N h 0 O O 1 3 w LAn: ME00h I LVl qs i z 205/01/12 n2VERTICALCROSSSECTIONsweN.T.S. IS PVC Comp,1 2 me or JK m p Lvt cw. n. O DOOR PANEL FL -15213.37 c sto 3 or 7 p" 4 4 EMB. QYP.I I S 011M_] 21 C A U• f t`i nQ? eLot j s. N`` o of INTERIOR° bg t1„.. T ioZu 9ID 0° 18 40 \ j m'snw v C 8f 2 aEg d 3n is s 3 s 3 w EXTERIOR 27 G N 17 E 7OHORIMOMALCROSSSECTION Snownw/Ixsub•buck EMB. (IYP. —— I MIN. EMB.(TYP.) cc I D C 0.1s, q q o.ls B DY r CSINK e n,rP) MINK — mP) I L 7 I r 21 21 O k 7 1 40 INTERIOR 7 INTERIOR O I 0 xx cc Zn° 05/01/12 iMUL L 10 11 EXTERIOR M ” EXTERIOR 40 27 C stu• N.T.S. o Da. of. A oB (q o dSFS 1 HORIZONTAL CROSS SEC110N 3 Outsv6ng • insvRlg 2 HORIZONTAL CROSS SECTION p B O M Nn - 11.-15213.37 •, shonvn olso opproved oo BPWced 0 n Sc B g Thuio _ A -- C v 'S. sHf. ai V O L Z 1 a 21 o 7 40 / 7 t_Kd a210G != EXTERIOR INTERIOR c EXTERIOR INTERIOR r21 VERTICAL CROSS SECTION It. c eVERTICAL CROSS SECTION 4 Shown w/IX sub-bueR q OulswYsg shown • inswbp afro opprovedo, EXTERIOR INTERIOR 4 to EXTERIOR INTERIOR 40 30 u 40 / e 7- / N a 31 33 O W wm OS 01 12 i swc. N. T. S. IF am. rn Ix aac er: LFS 3 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION oawa w, 4 OuWmng casGgutaGon 4 buwng conllgwolion FL -15213.37 0 s+[cs 3 or 7 " a I I_- . • . • --I 6- Imo— '''''` ...... a j n TYP. HEA b JAMBS TYP. HEAD b OPO MASONRY JAMBS t E = m e WOPENING h x, NRY musa OZ 4{ O FRAME 0 is v o 2X BUCK m y 2X BUCK-\ 1cY HINGE DETAIL n mm F rm TYP. 0 SILL L. LiN Ln N BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES. Masonry 2X buck construction I. Concrete anchor Locations of the comers may be adjusted to moWoin the min. edge distance to morta joetb. 2 Concrete anchor soCahOnt noted at AUL(. ON CENTER' must be adjusted to / n • maintain she aft edge distance to mortor joints, oddttond concrete orKYsors may be tequred to ensure the WM. ON CENIER' dissension ore not exceeded. W 3 Concrete anchor Iobte: a h o 10 LATCH B DEADBOIT DETAIL Md[. 05/0 112 ° a-•: N.I.S. on w JK a OK or: LFS 3 OR.rMG we. WOOD SCREW INSTALIAIION NOTES: 1. Motrtrain o mrinenn S/r edge dftonce. M ersd CISIOnce. 6 1' o.C. SP0611g o1 FL-15213.] 7 n wood snows to prevent Me splif ft of wood. a div L ro ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR TTw 1/P T•1/y r e• TAPCON ELCO T/- 1•I/1' 1• 4• UITRACON HINGE DETAIL LATCH A DEADBOLT DETAIL CONCRETE ANC11OR NOTES: 1 Calaolo dnalof baot- of IM Callen may Do odAWW to f miltu0k111N nft edDo d1stoMe to nlw0rjotrut I Coll°fule alma IoCOIOtb nofeo 01 %W. ON CENTER• moot D• 04W*d 10 IwY1taN H. mk> adas danlama to malmi*bI . oOdlbnd ConaaM otlalal may bo taglnod to aeVo aio •MAR. ON CENTE1rc*naldon ao not esaoodoa 3. Comtele ondw toblo: WOOD SCREW RKIALUgON NO1FS. 1.MMAORIO n11MtVnS edDe dblalCa. 1-. dbtonea. A 1•aC 11.1 at wood tofawl to a+•ant me "AV of wood. HINGE JAMB MASONRY OPENING FRAM 1X 8uc TRAMS ANCHORING Mow" IX buck conabuGlion MIN. LAIN. CLEARANCE MIN.CIEARAHCE SITE EMBEDMENT TO MASONRY IO ADJACENT EDGE ANCHOR LANCHOftANCHOR 1/r 1.1/r Y r A": to ru1P1.1/r ll WOOD SCREW RKIALUgON NO1FS. 1.MMAORIO n11MtVnS edDe dblalCa. 1-. dbtonea. A 1•aC 11.1 at wood tofawl to a+•ant me "AV of wood. HINGE JAMB MASONRY OPENING FRAM 1X 8uc TRAMS ANCHORING Mow" IX buck conabuGlion STRIKE JAMB 3 ° n • Ljrh 7ax u° IC 05101112 AL N.T.S. ° C of. JK o K n. LFS 3 Aw" HD: FL -15213.37 O EET 6 or 7 _n Z A": to ll a`` ORON•o:• I o O •Z g E o 5 • c S Boiss mant fi 8 .i o:: W Y u a 0 m o STRIKE JAMB 3 ° n • Ljrh 7ax u° IC 05101112 AL N.T.S. ° C of. JK o K n. LFS 3 Aw" HD: FL -15213.37 O EET 6 or 7 _n 456' . v%'• I O ' j • •.......... \\ > VI O e L W 2.41' n n 21 DE € r= a 5.63' a o IS ADJUSTABLE INSWING THRESHOLD 0 156' R Ln L o z zo E' St IISWINGBUM iHRE31101D a h Q r z u° nc 05101112 i 41: N.T.S. ° o -c R: X m On. er. LFS 3 mvic FL -15213.3) 0 y[n L OF 7 n O BILL Of MATERIALS REM DESCRIPTION MATERIAL A 1xeUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4"MAX. SHIM SPACE - D 1/d' X 2J/4" PFH ftC0 OR ITW CONCRETE SCREW STEEL E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING i0 ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I/4' X 2-3/4' PFH IIVI CONCRETE SCREW STEEL G 3/16' X 31 /4' PFH RW CONCRETE SCREW STEEL H 1/4' x 31 /4' PFH I1W CONCRETE SCREW STEEL I I/d' X 2-1/4- PFH 111N CONCRETE SCREW STEEL J 1/4' X 33/4' PFH RW CONCRETE SCREW STEEL L # 10 X 2-1 /T PFH WOOD SCREW STEEL M 99 X 2.1/4' PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650) FOAM 9 4" X 4' BUR HINGE 10 q9 X I` PFH WOOD SCREW STEEL I 1 R9 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL IS KWIKSEi DEADBOIi -SIGNATURE SERIES 980 STEEL 21 HEAD d. SIDE JAMB POLY FIBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM /WOOD 33 INSWING ADJUSTABLE iHRESHOID BY ENDURA ALUM. / W000 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS L DOOR SKINMIN.0.075"TH1CK fIBERGLASS TOP RAIL CftIUTAR PVC LATCH d HINGE STILE CAP CELLULAR PVC LATCH Si1LE LVL BOTTOM RAIL CELLULAR PVC POLYURETHANE FOAM BY NAN YA POLYURETHANE HINGE STILE LVL 456' . v%'• I O ' j • •.......... \\ > VI O e L W 2.41' n n 21 DE € r= a 5.63' a o IS ADJUSTABLE INSWING THRESHOLD 0 156' R Ln L o z zo E' St IISWINGBUM iHRE31101D a h Q r z u° nc 05101112 i 41: N.T.S. ° o -c R: X m On. er. LFS 3 mvic FL -15213.3) 0 y[n L OF 7 n O BILL Of MATERIALS REM DESCRIPTION MATERIAL A 1xeUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4"MAX. SHIM SPACE - D 1/d' X 2J/4" PFH ftC0 OR ITW CONCRETE SCREW STEEL E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING i0 ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I/4' X 2-3/4' PFH IIVI CONCRETE SCREW STEEL G 3/16' X 31 /4' PFH RW CONCRETE SCREW STEEL H 1/4' x 31 /4' PFH I1W CONCRETE SCREW STEEL I I/d' X 2-1/4- PFH 111N CONCRETE SCREW STEEL J 1/4' X 33/4' PFH RW CONCRETE SCREW STEEL L # 10 X 2-1 /T PFH WOOD SCREW STEEL M 99 X 2.1/4' PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650) FOAM 9 4" X 4' BUR HINGE 10 q9 X I` PFH WOOD SCREW STEEL I 1 R9 X 3/4"PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL IS KWIKSEi DEADBOIi -SIGNATURE SERIES 980 STEEL 21 HEAD d. SIDE JAMB POLY FIBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM /WOOD 33 INSWING ADJUSTABLE iHRESHOID BY ENDURA ALUM. / W000 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS L DOOR SKINMIN.0.075"TH1CK fIBERGLASS TOP RAIL CftIUTAR PVC LATCH d HINGE STILE CAP CELLULAR PVC LATCH Si1LE LVL BOTTOM RAIL CELLULAR PVC POLYURETHANE FOAM BY NAN YA POLYURETHANE HINGE STILE LVL 2/1512017 Florida Building Code Online 77 it 'J, i,-- • ' AN ,' Ir--,`N, I ~ >~f 1 !' l l 1 Y !'.1 ' r^' t !: . a SCIS Nome Log In User Cegistratron Hot TOPIF3 Suomit Surcharge Scats S Fa¢s Puolicauons FBC Staff SCIS Site Map Units Search d. i:rn j r r .'j Product ApprovalIUSER: Public Vwr rotor >^on•nI '=.-; > = ,c.•• )r :., .3..n^ S+•--- : > Application Detail IRt• FL x FL1S213-R2 r 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@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@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 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. il Validation Checklist - Hardcopy Received Certificate of Independence F, 151'3 P2 COI C=RTiFICd T _ of iI,IDE-ENDEDP=E.1df Referenced Standard and Year (of Standard) Standard 101/I.S.2 101/I.S.2/NAFS AAMA/WDMA/CSA 101/ I. S. 2/A440 ASTM E1886 ASTM E1996 ASTMI E330 TAS 201, 202, 203 haps:!/www.flonclabuilei ngorg/pr/pr app_dll.aspx?param=,nrGEVXQwtDgv3yVVKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlCnaBQ%3d%3d Year 1997 2002 2005 2002 2002 2002 1994 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 0 0 Page 1/ 2GotoPage FL tt Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 'Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 fi Inst 15213.1.0f 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 15213.1 for Design Pressure Ratings, any F1 15213 RZ AE rvol 15213.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque 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 F1 15213 R2 H 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 cv31 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 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (0X0 - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F1_15213 R3 I1 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 F115213 R3 AE Ev31 I5213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood 68 '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'_152.3 R2 t1 Inst 15713.4.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 FLt52.3 R3 Ac Evil i5213.i.oef additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 t Smooth/'P/ood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Up Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door - _ _ Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No LI S2.3 R3 It Inst 153:3 S.Ddf htips://www.noridabuiIding.org/pr/pr_app_ tl.aspx?param=wGEVXCiwtDgv3y`NKJZIORC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBO%3d%3d 215 2/15/2017 Florida Budding 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 P2 AE Eval 1521,3.5 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 nswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVMZ: No FL15213 P.2 li_ Ins., 15213.5 ydf 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 15213 R2 aE Eval 15213.5.adf 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 FL15213 R2 11 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 FI 15213 R2 AE Eval L5213.7.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 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 15213 R2 11 Ins: L5213 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 15213.8 for Design Pressure Ratings, any FL15213 R2 Ac Evel 15213.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 i. 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 I., 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 F1 15213 P.2 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 F! 15213 P.2 IL 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 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.0.:W 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 FL 152'-3 P.2 1: Ins,. 15213. t'. -3df 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 FL15?'_3 P2 Ac -131 L5213.11 odf additional use limitations. installation instructions and product Created by Independent Third Party: Yes particulars. htips:lhraw.8oridabuilding.orgipr/pr app dtl aspx?param=wGEVXOwlDgv3yVVKJZ IORC3FgPGdg9zlTp%o2bKNJ2CGENbwv`%/gYlCnaBO%3d%3d 315 2/15/2017 Florida Building Cade 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 FL152! 3 R2 Ii Ins- 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: Sea INST 15213. 1.2 for Design Pressure Ratings, any r l5?13 R2 AE Ev31 15213.1?.cdf 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 FI -15213 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 of Evil 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 Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No R 15213 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 8.15213 R2 AE Ev31 15213.1-1.rdf 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 FL15213 R2 II Ins< 15713. 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 15213.15 for Design Pressure Ratings, any FLIS213 R2 AE EY31 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 Sidelltes Grain/Rustic/Mahogany Series N utilizing "Up Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F! 15213 R2 11 Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, D.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 8.15213 R2 -1E Eval 15213.1i.pdf 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 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Lite" Glazing - Inswing/Outswing (XX - Configuration) Limits of Use -Installation Instructions Approved for use in HVHZ: No FL157! 3 P7 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 A? AE Evil L52l3.17..,rf additional use limitations, installation instructions and product Created by Independent Third ?arty: Yes particulars. _ - —_— --- —_ _- --- --- —_ -- - — —_- _- 15213.13 r. Smooth/Wood Gram/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 haps:!/www.11ondabuilding.orglpr/pr appdll.aspx?param=wGEVXGwtDgv3yVVKJZIORC3FgPGdg9zlTp%2bKNJ20gENbwWgYICnaBCt%3d%3d 415 V152017 Florida Building Code Online Approved for use in HVHZ: No FI 15713 P3 C Ins-' 15313 13.2d Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43709 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any F1 15213 P2 1E Eyel 15213 13.crf additional use limitations, installation instructions and product Created oy Independent Third Party: Yes 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 particulars. 8'0 "Impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - Configuration) Installation Instructions F1 t5713 R2 C Inst 152t3A9.pdf Verified By* Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15213 R2 AE E al 15213.19.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 15713 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: [DIST 15213.20 for Design Pressure Ratings, any FL15713 P7 aE E•/al 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 Page 1 / 2 J Contac Us:: 7501 Blair Stour Road, Tallahacroc FL 323119 phone, 8S0.487.1K1 The State of Florida IS 3n AA/EEO employer. Coov,aht 2007-2013 State of =Panda.:: P+sacv Stptemont :: Accessibility Sratemant :: Refund cr temenc Under Florida law, ^marl addresses are public records. If you do not want your e•mad address released in response to a pubjjc-reCorS request, do not Send electronic mad to anis entity. Instead, contact the oirice by phone or by tr70ilional mad. If you have any Ruesdons, please contact 850.387.1395. •pursuant to Semon 155.275(1), Florida Statutes, effeNve October 1, 201:, licensees licensed under Chapter 455. F.S. must provide the Department with an ^mad address If they have one. The emaris prowitecl may be used far official communication with the licensee. However email addresses are public record. If you do not wish to Supply apersonalMares. please provide the Department with an email address nlvcn can be made available to the public. To determine it you are a licensee under chapter 455. F.S.. please click he . Product Approval Accepts: FRI hrK• REM Credit Card Sate helps:f/www.ftoridabuildirg.orglprfpr app dtl.aspx?param=wGEVXCDMDgv3yWKJZ IORC3FgPGdg9zlTpa/o2bKNJ20GENbwWgYlOnaBO%b3d%3d 95 H 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. chis product has been evaluated and is in compliance with the 51h Edition (20)4) Florida Building Code (FBC) structural requirements excluding the VQh Velocity Hurricane Ione' HVHZ). 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wan dressing or stucco. 3. When used in areas requiring wind borne debris protection this product isrequired lobe protected with on impact resistant covering that complies with Section 1609.1.2 of the F8C. 4. For 2x stud froming construction. anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviole from the details of INS drawing require further engineering onolysis by a licensed engineer or reglslered architect. 37 ST MAX. OVERALL r FRAME WID1H I I o M t7o W = X p p O i FULL LITE 3750' MAX OVERALL r FRAME WIDTH 314 UTE SWING TABLE Of CONFENIS SHEET DESCRIPTION 1 Typical elevations. desion pressures, d general notes 2 Door paneldelois 3 H011ranlal cross sections 4 Vertical cross sections 5 Buck and home ouch oft - 2X buck mosorvy corelruclion 6 Frame anchoring - 1 X buck masonry conshuclion 7 Bit or moleriols. glazing details a components 37 ST MAX. OVERALL r FRAME WID1H I I o M t7o W = X p p O i FULL LITE 3750' MAX OVERALL r FRAME WIDTH 314 UTE SWING OVERALL FRAME DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 37.50' FULL UTE 21.00'x79.00' 47.0 47.0 INSWING x 3/4 LITE 21.00- x 63.00- 47.0 47.090.00' G1 37.50" FULL UTE 21.00" x 79.00-+47.0 47.0 OUTSWING 1 x 3/4 LITE 21.00" x 63.00' 47,0 47.096.50' o N6o W s a a arc 02116112 Stat: N.T.S. D.C. er. JK Car er lF5 FL- 15213.27 car 1 of _L 35.75" MAX. DOOR 1PANEL WIDTH 1 1 n l• ar MAX. wwni INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 2 1.2• -1-- r- 2.7.7-1 35.75 MAX. F PANEL O WIDTH h- --I— X1.00' p . ' 12 GAIQPVC N UUbuilrPVCHINGESFIIE u Sde ODOOR PANEL Ful hie DO IA 3M De IS gonaMw' p ERFIN---CEMENT c a we INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 2 Ad- N T.S. e at JK WL er. LfS AMC W. FL -15213.27 M 2 or 7 cb 0% 1n.-I I'' lad: INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION 2 Ad- N T.S. e at JK WL er. LfS AMC W. FL -15213.27 M 2 or 7 4 4 EMB. (TYP. 21 20 A =V. ` 0 2; v. to 4':•Osn ea f0: 2 can 7 \ v A h E us §oa X 18 INTERIOR 40 Z` • " n n` i O / pi •" a 3 _ 3 N Q O 3 EXTERIOR 27 G o u 3 HORIZONTAL CROSS SEC11ON a 0 3 Sh°wn w/lx ab buck 4° o EMB.TYP. 1 1EMB. (IYP.) 3 4 I--- - 0 C o.W q O.W d U4q .. c fryp CSBdK + T 20 21 21 20 Y e • 8 8 v+ 8 ° n f•• ! 40 INTERIOR INTERIOR 7 k u j [ d a HQ A Z ° alt 02/16/12 ie10 L EXTERIOR EXTERIOR suet N.T.S. 4h B 11 \ 9 40 27 Cb Nl orc er. JK m e O anc or: LFS ! P E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SfCIION Oulswb+9 shown- ilswirg 3 Oulswhg shown - truwing E FL -15213.27 " aho opproved okoov Iwo 3 0[ 7 ° O R e 3 e i 6 40 v• • • n ` ~ bom N Z OD-------- iC n § uA _ § u r 40 20 3u 40 _ 21 z TEXTERIOR - - INTERIOR u 21 EXTERIOR INTERIORa 2 VERTICAL CROSS SECTION m }{ 1 VERTICAL CROSS SECTION 4 Shovm w/lx wDbuck v a t 4 gulS=shown-irwAng • `– Jg 10 oppoved s`3 o of n n EXTERIOR INTERIOR EXTERIOR INTERIOR 40 d 30 B 40 ' 34 N > rr 31 - 33 - of ju uc 02116 12 i scut: N T.S. ° JK m e VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION oLFs a q Outsmrbg configuohon q 6lswirlg C-figL fi. FL-15213.?. 7 ~ 0 sM.tl 4 °r L n7 MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT 1p• t•t/• r IriAPCONN6 Elco UIIRACON I ttP. HEAD ` rZJAMBLS TYP. HEAD a un•: MASONRY OPENING MASONRY OPENING 4 97 d u u o 1 Z JO WS FRAMEJ9 O u 2X BUCK Li tU O yea vvO111 N n tlmiG OZS O 2XBUCK 0 HINGE DETAIL o o m F TYP. 0 SILL ITD R h BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB o cc CONCRETE ANCHOR NOTES: masonry 2X buck constNtlion k 1. Concrete anchor bcotionf at trio corners may De oe9wled to rrahtoin the min. edge distance to nwnorjoints. 2. Concrete anchor locolions noted as MAX. ON CENTER - must be 0*1ted to motntain the thin edge datance to mortarloints• addition• concrote anchors nay be rogL*W to eruvre the MAIL ON CENIER-dhmnsbn aro not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. i u TYPE SIZE EMBEDMENT EDGE ANCHOR LATCH A DEADSOLI DETAIL wn 02116112 i scut N.T.S ° trvv M. m. JK a« m. LFS 3 o wow. n F L-15213.2 % - a WOOD SCREW INSIALLARONNOTES : 1. MontoN o mh Wwm S/fi• edge dWonce. I- and dbtanee. a r O.C. qxw tg of sMcn 5 or 7ingOwoodscrewstopreventshesp6Ho/ wood. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY TO ADJACENT 1p• t•t/• r IriAPCONN6 Elco UIIRACON ANCHOR Itw IA CONS 1/r la/r r r ElCO • UIIRACON 1 1.1/r 1• r IAKON 6%Z=- SID•: e s O 1TP.HEAD d f1f111111` 0_ N •; MASONRY JAMBS 10 EJ OPENING e 11 a= h g e 12il O V a W HINGE DETAIL o i FRAME z u I G rO u& to Sz NN IXBUCK Q LL TYP. ® SILL 27 1 LATCH IL DEADBOLT DETAIL LnL n HINGE JAMB FRAME ANCHORING STRIKE JAMB CONC:ETE ANCI tort NOIEf: Mosordy 1 X Muck Canhuctan I. Cam le anchor beoean a Ilse Caroms mor Do OCgAtod to mdrltab um nin edge 2fo xe to malapintS. Z. Cataero anuw bCotaro na.d m •MAR. ON CENfir mru oo o*Wod to n e moiMoin the min. edge detalce le rrnotla Foe W. oddlWO Console O/CnM may ao tegtieo to shoe Ow WAX ON CENIfir dmwwlDn ao nOteueeded. S. Calpel. atChor loWe: A.- MIN.C&EARANCEANCHORMIN. MW. CIEARANCt fO MASONRY TO AD1ACEN1 0 oourTYLESITEEMBEDMENE EDGE 02 IB 12 1 srxt N T.S. oeC or. JKtwc. RT. LFSOMloenO. FL-15213.27duaa ll, fetadWoxo. A I.O.C. tpoc.p of Maori taewt to povent Me UMAng of walldANCHOR ANCHOR Itw IA CONS 1/r la/r r r ElCO • UIIRACON 1 1.1/r 1• r IAKON f I zO;CP 24! - 213 -- -• HEAD A SIDE III 1` Ts lonb nij 5.63 I I ADJUST AN INSWING TH ESH W I I.Sd" F^ 2.44" 2T HEAD A SIDE Par Sea pmD 4 5G r - 4 ADIUSTAsIf IN WI GINGiHRESID 4.68' V — I^ IcL_ x P iQ z V N •; n o = u t E 5.2.. e= 3o a j 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 D 1/4" X 2.3/4" PFH ElCO OR [IW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F I/4" X 2.3/4" PFH 111N CONCRETE SCREW STEEL G 3/16' X 31 /4" PFH ITW CONCRETE SCREW STEEL H 1/4x ' 3• I /4" PFH ITW CONCRETE SCREW STEEL I I!4" X 2-1/4"PFH ITW CONCRETE SCREW STEEL J I /4" X 33/4" PFH ITW CONCRETE SCREW STEEL g u I u g J av W c _ o L 010 x 2-1 /2" PfH WOOD SCREW STEEL M N9 X 2-1/4" PFH WOOD SCREW STEEL 7 FORCE S WEATI TER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 q9 X 1"PFH WOOD SCREW STEEL 11 M9 X 3/4PFH WOOD SCREW STEEL 17 KWIKSEi KEYED ENTRY •SIGNATURE SERIES STEEL 18 KwIKSET DEADBOIi -SIGNATURE SERIES 780 STEEL 20 FINGER JOINTED PINE FRAME, HEAD r4 HINGE JAMBS WOOD 21 POLYMER JAMB COMP. /VINYL LA 0 n N i a Q z O o 2 u 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA vlNri 31 OUISWING BUMP 1HRESHOLD ALUM. / WOOD 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM. IND. VINYL INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. !WOOD FOR CONSTRUCTION DETAILS INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD DOOR SKIN MIN, 0.086' THICK GLAZING SPACER ALUM. TOPRAILCELLULARPVCLATCHd.HINGESTILEEDGECELLULARPVC SNAP IN LITE FRAME ABS DOOR PANEL -SEE DOOR PANEL DETAIL SHEET CONTINUOUSLATCIIAHINGES11LEREINFORCEMENTWOOD 34 BY JUAN YA POLYURETHANE STILE REINFORCEMENT S1EEL REINFORCEMENT RETAINING SCREW NYLON 49 GLAZWG COMPOUND SILICONE aa: 02116112 i wu1 N.T.S. m caer: Fuarr. LFS S oft"4 wos c FL -15213.27 " 0 9[n 7 a -L " o FOR CONSTRUCTION DETAILS DOOR SKIN MIN, 0.086' THICK FIBERGLASS TOPRAILCELLULARPVCLATCHd.HINGESTILEEDGECELLULARPVC CONTINUOUSLATCIIAHINGES11LEREINFORCEMENTWOOD BOIiOMRAILCELLULARPVCPOLYURETHANEfOAM BY JUAN YA POLYURETHANE STILE REINFORCEMENT S1EEL REINFORCEMENT RETAINING SCREW NYLON 49 GLAZWG COMPOUND SILICONE Florida Building Code Online BC1S Home I Log In I User Registration jUp r®Product Approval IUSER: Public User Page 1 of 3 rg Not Topics : Submit Surcharge ! Stats & Facts Publications I FBC Staff I BCIS Site Map I Unks I Search Product Approval Menu > Produet or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 FL16133-R1 Affirmation 2014 Approved U MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Ivan Paredes M.E. 1001 W Crosby Rd Carrollton, TX 75006 972) 242-5271 iparedes@miwd.com Ivan Paredes M.E. 1001 W Crosby Rd Carrollton, TX 75006 972)242-5271 iparedes@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Luis Roberto Lomas PE -62514 National Accreditation & Management Institute 12/31/2017 Steven M. Urich, PE D Validation Checklist - Hardcopy Received FL16133 R1 COI FLCOI.Ddf Year AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 http://www.floridabuilding.oriz/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 100... 5/22/2017 Florida Building Code Online Sections from the Code Page 2 of 3 BI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Oyes ONo ON/A FL16133 R1 COC FL16133-COMP.odf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/06/2015 Summary of Products FL # Model, Number or Name Description 16133.1 SERIES 620 ALUMINUM SGD OXO SERIES 620 ALUMINUM SGD OXO IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 II 08-00870B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL16133 R1 AE 511417A.odf Created by Independent Third Party: Yes 16133.2 SERIES 620 ALUMINUM SGD OXXO SERIES 620 ALUMINUM SGD OXXO IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 II 08-01882.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FL16133 R1 AE 512572.odf Created by Independent Third Party: Yes 16133.3 SERIES 620 ALUMINUM SGD XX SERIES 620 ALUMINUM SGD XX NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 RI II 08-01367B.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16133 R1 AE 511984A.Ddf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.4 SERIES 620 ALUMINUM SGD XXO SERIES 620 ALUMINUM SGD XXO NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 11 08-01880.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16133 RI AE 512570.Ddf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.5 SERIES 620 ALUMINUM SGD XXXO SERIES 620 ALUMINUM SGD XXXO NON IMPACT NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 RI 11 08-01881FL.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO INSTALLATION INSTRUCTIONS FOR FL16133 RI AE 512571.udf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 100... 5/22/2017 NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) W00D FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR W00D ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 5) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 7 FOR APPROVED GLASS. 6) SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 7) FOR ANCHORING INTO MASONRY USE 1/4" ITAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 W00D SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HEAD, SILL AND JAMBS AND 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK STRIP. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) FOR ANCHORING HOOK STRIP INSTALL (1) ANCHOR AT EACH ANCHOR LOCATION. HOOK STRIP ANCHOR LOCATIONS ARE SAME AS JAMB ANCHOR LOCTIONS SHOWN ON ELEVATION. 10) FOR ANCHORING 2. 3 AND 4 TRACK FRAMES INSTALL (2) ANCHOR AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS. 11) ALL FASTENERS TO BE CORROSION RESISTANT. 12) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. W000 — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 13) FRAME MATERIAL: EXTRUDED ALUMINUM 6005—T5 .078" THICK. 14) PANEL MATERIAL: EXTRUDED ALUMINUM 6005—T5 .090" THICK. 15) APPROVED CONFIGURATIONS SERIES 620, 2—TRACK UNITS: OX, X0. XX. 0x0, XP. PX, XIP, PIX AND PXXP. 16) APPROVED CONFIGURATIONS SERIES 630/640. 3—TRACK UNITS: XIX, XIIP AND PIIX. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION NOTES ELEVATION AND CHARTS 3 - 7 1 INSTALLATION DETAILS AND GLAZING DETAILS RMONS I S I OESCA" noN I GTE I APPROVED 1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD NON -IMPACT ELEVATION, DESIGN PRESSURE CHART AND NOTES A.P. 08-01880 NTS °`TE 12/20/12 1 SHEET 1 OF 7 SIGNED: 12/21/2012 r •v GENS.•9i1' 0 5 ••*= QE OF ; vjjs/DNA 11 6`` SERIES 620/630/640 ALUMINUM SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t50PSF NONE 182 1/8" MAX. O.A. FRAME WIDTH Maximum design P-- capacity Chat (pso 6" MAX. 16" MAX. ,J 6" MAX. TYP. O C. TYP. I n'P• 10" MAX. FTYP. 0.0 HeiOM 21.0 1 20.0 1 30.0 1 12.0 i 40.0 1 4.0 fad n) Pee I Nag I Poe I Nap I Poe I No Pa tip 2f 0. Mme• O.C. TYP. 500 75.0 96' MAA I 61.0 0 75.0 50.0 75.0 HE IY ICI 50.0 a4,] x x 0 / 50.0 75.0 1 93 ASX, PANEL 50.0 1 04.2 1 so.0 I "M 00 0/ 1 50.0 1 75.0 1 89 HEIGHT 3/8" 1 50.0 1 50.0 D.L.O. 10" MAX HEIGHT TYP. j 54 1/4" n i n winru 60 MAX. oeucl winru SERIES 620/630/640 ALUMINUM SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t50PSF NONE 11mv I OESCPoPRgN I M1E I APPROWD Number of anchor locations required for: Track units (2 anchor$ per location) Maximum design P-- capacity Chat (pso Septi Panel and 2 Panel Unt VWM (h) From fiat ipr Panel vwm (n) 61.o 0.0 HeiOM 21.0 1 20.0 1 30.0 1 12.0 i 40.0 1 4.0 fad n) Pee I Nag I Poe I Nap I Poe I Nov I Pea I tip I Pae I NOV I Poe I No Pa tip 80.0 500 75.0 50.0 75.0 50.0 75.0 50.0 75.0 50.0 73.7 50.0 00.2 50.0 00.0 61.0 0 75.0 50.0 75.0 50.0 7.0 50. 31 0 746 .0 ee.e 50.0 a4,] 50.0 611 90.0 500 1 75.0 1 50.0 75.0 1 50.0 1 75.0 1 $0.0 1 Oen 1 50.0 1 OLD 1 50.0 1 04.2 1 so.0 I "M 99.0 50.0 1 75.0 1 50.0 1 75.0 1 500 1 70.5 1 500 1 e2.0 1 50.0 1 573 1 50.0 1 53.1 1 50.0 1 50.0 11mv I OESCPoPRgN I M1E I APPROWD MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGO NON -IMPACT ELEVATION, DESIGN PRESSURE CHART AND NOTES DRAWN: oar N0. A.P. 08-01880 sau2 NTS D"TE 12/20/12 1 SNEr2 OF 7 N 111 I IC 01/// ENS'91p i OAT 6EOF ; ty F''4OR10P• \ Number of anchor locations required for: Track units (2 anchor$ per location) Septi Panel and 2 Panel Unt VWM (h) fiat 24.0 JO.0 26.0 42.0 W.0 61.o 0.0 ightNin w.0 10.0 72.0 61.0 66.0 10.0 12&0 HAS Jamb N65 Jimb NdS JamO HiS JimD Has Jamb His Jamb Has Jamb 10.0 4 1 4 4 4 s 4 0 4 7 4 aFtM1 4 0 4 64.0 1 1 5 1 5 5 5 e s 7 5 7 5 a 5 6&0 4 5 1 5 s 5 d 5 7 5 7 s 0 5 06.0 1 5 1 5 5 s 0 5 7 5 5 e s MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGO NON -IMPACT ELEVATION, DESIGN PRESSURE CHART AND NOTES DRAWN: oar N0. A.P. 08-01880 sau2 NTS D"TE 12/20/12 1 SNEr2 OF 7 N 111 I IC 01/// ENS'91p i OAT 6EOF ; ty F''4OR10P• \ Number of anchor locations required for $ and 4 hack units (2 anchors per location) 56ple Panel and 3 Panel Una WM (h) Fla. Fad 21.0 $0.0 J0.0 42.0 W.0 1 61.0 60.0 01) n.0 60.0 101.0 120.0 14&0 1 ISL0 1 160.0 NiS Jimb His Jamb Hd5 Jamb Has Jamb Has Jamb Nis Amb HaS I Jamb Sao s 4 6 4 7 4 9 4 1 10 1 4 11 1 4 1 12 a 61.0 5 s 6 5 7 5 0 s 10 5 11 5 12 s 0.0 s S 6 5 7 5 0 s 10 5 I1 5 12 5 110 5 5 e 5 7 5 0 5 1 10 1 5 11 1 5 1 12 15 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGO NON -IMPACT ELEVATION, DESIGN PRESSURE CHART AND NOTES DRAWN: oar N0. A.P. 08-01880 sau2 NTS D"TE 12/20/12 1 SNEr2 OF 7 N 111 I IC 01/// ENS'91p i OAT 6EOF ; ty F''4OR10P• \ 2" MIN, REWSONS SEPARATION 2 1/2" MIN 2 1/2" MIN. REv CIESCFWnW wre WvRovEo 1 EDGE 01ST. EDGE DIST. MASONRY/CONCRETE BY OTHERS A a MIN. EMBEDMENT 1/4" d a TAPCON i / MAX. 1 EMBEDMENT SHIM APPROVED SEALANT BY OTHERS 1/4' MAX.T MASONRY/CONCRETE SHIM BY OTHERS 1X BUCK BY OTHERS, 1/4' IX BUCK TO BE TAPCON PROPERLY SECURED 1/4- 2 1/2" MIN. INTERIOR TAPCON EDGE 01ST. v 2" MIN. SEPARATION a EXTERIOR INTERIOR 2 1/2" MIN. EDGE 01ST. 14- TAPCON EXTERIOR 1X BUCK BY OTHERS, J APPROVED SEALANT 1X BUCK TO BE BY OTHERS PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION IX BUCK MASONRYMONCRETE 1/4' 1/4- 4TAPCONTAPCONTAPCON 11 MASONRY/CONCRETE APPROVED SEALANT BY OTHERS BY OTHERS G C G 1 1/4' MIN. d 4 b EMBEDMENT MI WINDOWS AND DOORS 011111III„///, It.. LC Jz GWEST 2 1/2" MIN. 2" MIN 2 1/2" MIN. 650 MARKET STREET \ I GRANTZ, PA 17030-0370 ` •GENs, EDGE 01ST. , 1 SEPARATION EDGE 01ST,. SERIES 620/630/640 ALUMINUM SGO *• 0 6 VERTICAL CROSS SECTION NON-IMPACT INSTALLATION DETAILS A2TRACKFRAMEINSTALLATION TAT OF tv iO, c, FSSAONA11 G?` v\ IXBUCKMASONRYA;ONCRETE owcRo REV 08-01880 w>ENTS 12/20/12 3 OF 7 11 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED y14 WOOD T>A SCREW 1 5/8" MIN. APPROVED SEALANT EMBEDMENT BY OTHERS T/-4- MAX. SHIM 14 WOOD J11 f1T SCREW EXTERIOR .%-. .11-. INTERIOR APPROVED SEALANT BY OTHERS g14 WOOD SCREW CROSS SECTION 2 TRACK FRAME INSTALLATION 2X SUCKANMD FRAMING WOOD N JCK/WOOD FRAMING HERS, 2X BUCK TO 20PERLY SECURED MIN IENT 1 5/8" MIN. EMBEDMENT A14 WOOD SCREW 2X BUCK/WOOD BY OTHERS, 2X BUCK TO BE PROPERLY SECURED RMONS ucscmpnoN are I APPRMO HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X 8UCKIW000 FRAMING MI WINDOWS DOORS 1R IICO/, WEST MARKETD T REE1```J\SGRANTZ, PA 17030-0370 r•.GENS'i 5SERIES620/630/640 ALUMINUM SGO*4TATeNON—IMPACT INSTALLATION DETAILS DOF SwymwmlowcNo 08-01'880 0/0NA1;V 6 1111%% suit ancNTS 12/20/12 4 OF 7 RMONS 2 1/2" MIN. 1 3 3/4" MIN MASONRY/CONCRETE RV oESCRIPMN art APPRovro EDGE 01ST. SEPARATION BY OTHERS 1 1/4' MIN. ac a e EMBEDMENT 4 v 1/4" MAX. SHIM 1 1/4" MIN J {..._ 1/4" MAX. 1X BUCK BY OTHERS, APPROVED EMBEDMENT II SHI IX BUCK BE SEALANT pROPERLYTO SECUREO BY OTHERS p 1X BUCK BY OTHERS, aIXBUCKTOBE INTERIOR 1/4" TAPCON PROPERLY SECURED 1/4" 1/4" TAPCON TAPCON a 3 3/4" MIN. SEPARATION 0 cs a EXTERIOR EXTERIOR INTERIOR 2 1/2" MIN. EDGE DIST. Q APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 1 /4" MASONRY/CONCRETE 3 TRACK14 TRACK FRAME INSTALLATION TAPCON TAPCON BY OTHERS IX BUCK MASONRY/CONCRETE 3 TRACK SHOWN, 4 TRACK SIMILAR MASONRY/CONCRETE APPROVED BY OTHERS SEALANT BY OTHERS d v d 1 1/4" MIN. 4 EMBEDMENT MI WINDOWS AND DOORS 4 650 WEST MARKET STREET J`g R• LC41fr21/2" MIN. 3 3/4' MIN. GRANTZ, PA 17030-0370 GEIVS'9S ii EDGE DIST SEPARATION SERIES 620/630/640 ALUMINUM SGD o b # = VERTICAL CROSS SECTION NON—IMPACT INSTALLATION DETAILS ii, O• TAT OF ` 3 TRACWd TRACK FRAME INSTALLATION oRAW'N owo NOREV i F•COR101;• IX BUCK MASONRYiCONCRETE 3TRACKSHOWN,4TRACKS/MILAR 08- 50860 i/SjS10NA11 dG`` ScAu wreNTS 12/20/12 5 OF 7 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS 11114 WOOD SCREW 14 WOOD SCREW APPROVED SEALANT BY OTHERS EXTERIOR 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 1 5/8• MIN. EMBEDMENT 1 1/4- MAX. SHIM p14 WOOD SCREW INTERIOR WOOD FRAMING HERS, 2X BUCK PERLY SECURED VERTICAL CROSS SECTION 3 TRACK14 TRACK FRAME INSTALLATION 2X BUCKANOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR OESCMPnON M>E I AMWIED BY onlEas V r HORIZONTAL CROSS SECTION 100 3 TRACK14 TRACK FRAME INSTALLATION 2X SUCK/W00D FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR BUCK/W000 FRAMING OTHERS, 2X BUCK TO PROPERLY SECURED MIN. RENT MI WINDOWS AND DOORS 1 a11ll1//i,, R. to650WESTMARKETSTREET GRANTZ, PA 17030-0370 J,S x GENs, 9s SERIES 620/630/640 ALUMINUM SGO 0 5 # = NON -IMPACT INSTALLATION DETAILS T OF - Z' PWN: am "0 08- 01880REV wu Mn 9WNTS1220/12 6 OF 7 1 5/8" MIN. EDGE DIST, d d ji 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 1/4' TAPCON EXTERIOR HOOK STRIP INSTALLATION MASONRYAANCRETE INTERIC EXTERIOR HOOK STRIP INSTALLATION V SUCWW000 FRAMING MIN. SENT OD 3/16" ANN 100' SAFLEX HP BY SOLUTIA EXTERIOR 1 5/8' BITE 15/32" O.A. 3/16' ANN INTERIOR Ir DOW 995 SILICONE GLAZING TYPE A 1 1/16" O.A. 1/8' TEMP 1/8" TEMP EXTERIOR INTERIOR ALUMINUM SPACER SYSTEM DOW 995 L SILICONE 5/8' BITE GLAZING 'ES oESdnPnom DATE I APPRWED 1 1/16- O.A. 3/16" TEMP 3/16" TEMP EXTERIOR INTERIOR ALUMINUM SPACER SYSTEM DOW 995 1_ SILICONE 5/8' SITE GLAZING TYPE C DOORSMIWIoNDOWWESTMAKNOTREET GRANTZ, PA 17030-0370 J\R..L0 9 iGNs; •Tp 0 5SERIES620/630/640 ALUMINUM SGO NON -IMPACT INSTALLATION DETAILS AND GLAZING DETAILS zo; a . p TAT OF 5i_l' s<ORIO' aawN owc NO. xEv A.P. 08-01880 ijA' t a\ DATESCALENTS 12/20/12 7 OF 7 2/1512017 Florida Building Code Online Y, 1 e U140" r=Tcsr SCIS Home Log In User Registration Hot Topics submit surcharge Stats L Facts Publications FSC Staff Sels site Map Links Search Vr L ' Product Approval USER: Public User ProCuc A]Oroval Menu > Pmd,,c: gr Aochrrtmn S+nrc > Apphraw)n L-st > Application Detail FL # 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 bra ndon.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 dloyner@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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida Ucense PE -0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urlch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 201S.Ddf Referenced Standard and Year (of Standard) Standard ASTM E 330 DASMA 108 Equivalence of Product Standards Certified By Year 2002 2005 Sections from the Code htlps•I/www.11oridabUlding.orgfpr/pr app dU.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 1/5 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/26/2015 11/09/2015 11/09/2015 12/15/2015 FL # Model, Number or Name Description 5302.1 Amarr Stratford 1000, 2000 (M600); Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-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 a replacement door. Dwg. IRC -6016-140-24, 10' Thru 16' wide Installation Instructions FL5302 R7 It IRC -6016-140-24 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-140-24 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC -6016-145-24, 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: +31.9/-37.2 Other: Design Pressure +31.9/-37.2, 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. Installation Instructions FL5302 R7 II IRC -6016-145-24 drawina 7-10 sealed.0df Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -5016-145-24 reoort 7.10 sealed.odf Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC -6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, 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 If IRC -6018-110-15 Drawina 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6018-110-15 Report 7-10 FL.Ddf Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-15, 16'2 thru 18' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.6/-24.5 Other: Design pressure +21.6/-24.5, 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 -6018-120-15 Drawing 7.10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6018-120-15 Reoort 7.10 FL.odf Created by Independent Third Party: Yes 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,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: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, 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 -6009-110-11 Drawing 7.10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6009-110-11 Report 7-10 FL.odf Created by Independent Third Party: Yes httpsJAvww.Doridabuilding.orgfpr/pr_app dll.aspx?param=wGEVXOwtDqunL7seVZMFLLeDOysN2RYes%2bbXzb2L01g%3d 25 2!1512017 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 it IRC -6009.100.11 drawing 7.10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6009-100-11 reoo_ri7-10 sealed.odf 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.8/-26.9 Other: Design Pressure +22.8/-26.9, 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 II IRC -6009-120.15 Drawing 7-10 FL.pdf Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6009-120-15 Report 7-1.0 FL.Dd-f Created by Independent Third Party: Yes 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 If IRC -6009-130.15 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: +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.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. 5302.9 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 II 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.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. 5302.10 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 FLS302 R7 11 IRC -6009-150-15 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: +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 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. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-LS,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 11 IRC -6009-169-15 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: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. FL5302 R7 AE IRC -6009-169-15 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. 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC -6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Installation Instructions FL5302 R7 ll IRC -6016-t00.15 Drawing 7 -LO FL.pdf httpsJ/www.11oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwIDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 35 V1512017 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. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-100.15 Report 7-10 FL.odf Created by Independent Third Party: Yes 5302.13 Stratford (M600); Heritage (M950); Dwg. IRC -6016-110-15, 10' Thru l6' wide. Oak Summit (M650) I 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. Installation Instructions FL5302 R7 11 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 Reoort 7.10 FL.odf 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 Other: Design Pressure +21.8/-24.8, 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 It IRC -6016-120-15 Drawina 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 I Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-120-15 Reoort 7.10 FL.odf i Created by Independent Third Party: Yes I 5302.15 Stratford (M600); Heritage (M950); 'Dwg. IRC -6016-130-15, 30' 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: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, 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 II IRC -6016-130-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 I Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-130-15 Report 7-10 FL.pdf Created by Independent Third Party: Yes 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC -6016-140-17, 10' Thru 16' wide. Oak Summit (M650) I 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 a replacement door. Installation Instructions FL5302 R7 Il IRC -6016-140-17 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 Ac IRC -6016-140.17 report 7-10 sQa_l_ed_Pdf Created by Independent Third Party: Yes Contact Us :: 2601 81air Stone Road, Tallahassee FL 32399 Phone' 850.487.1824 The State of Florida is an AA/EEO employer, Copvnaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, entad 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 mall. If you have any questions. please contact 850.487.1395. -Pursuant to Section 4SS.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 emaih 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: W3 IW701 lion. E Credit Card Safe hitpsJ/www.11oridabuildingargfpr/pr app od.aspx?param=wGEVXOwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2L01g%3d 415 2/15/2017 Florida Building Code Online hitps:l/www.11oridabuilding.orglpr/pr app dd.aspx?param=wGEVXOwtDgwL7seVZMFLLeOOysN2RYes%2bbXzb2L0lg%3d 55 ID W GALV. KsIDLM1Atr INGA nRUIs .111099 1p ROLLER BSAMI* MACUI VI (b v.• . LP TT.C99 vita. 11.• . Hm WAD sCWvt .1 SI.• WS WAD SCAMC[NTLR SIRL RLR AACK[I ROLLERLER LARRIts g1ACHO V1 t2) V.• . Vr DOLT A WT PER TYPICAL TOP FIXTURES DMT.S SEE (TABLE 2) ON PAGE 3 FOR RECOMMENDED SECTION CONFIGURATION AA1m9ADtn ronili+ AE TALE . I rp SILL R L- CXSiRUt AIIAOCD vi tr) v.• . v.• WS WAD sCKt/s .t Mill SIL, TYPICAL XLL nuc DaT .n. to C. to vrIRACS int AMD w RIKTS mRDtAI LAYOUT SSPLICE) Y— 1 1. W O RASAK C END MORE .nACILD THROUGH) r MA MAE '•' 101 WAD fCKvc P GILL ATACWD vi lb 14" oAtASKLv . SI•• Wt 'w' MILK CARRMtS ATIA"DWADsEDLvsTODOSTDsV1mV.• . Y.• B Ws WAD SCAM PER C.RImI r 7 DALL STEEL [ e G STNIS A Rtlttlt V^- f1OI to PER SECTION TYPICAL DURASAFE END HINGE OAt11 AnBRACKET AcWD3) 1 E Q3T•• ECTION A -A (SIDE VIEYf1 LL yp) I r -)D TRAM SR1Q SOLIS A MIR O/ E AW "To (3) S/Ir DIA AD DOLTS I sAr Du • I-s/r rr EA. A A040 TO A"BRAml u it CA. 641. Sim YIO DRAOr[R ATTAOrm •/ (1) 1/4•-20 OIRK= DOLT • Wl RAR[ A OR PAM S AD I*Ae¢I SWDG TRACT COIf1LURATION FOR rr UP TO 14• CALL DOORS T.& IMrAe,w Rte. w•e •tom rAo.r so" to s. D DDtn AA• w.D•wa wl DC DUe•n • —iD w MtY .D7.A mam0UMw DAMA AmeniDwWY D) WpDLKn — GDIAW rO1UOR GAA L — 1t.w1AAl ft r t+Y{ R[ COOO IT A Arnm lawlso 1N agam "a a* to" WC tm C. 10 IRAAYO. ADODf. W 090 W12.0 Rt16WR V LMAM FAA m N ar toAts tarn la w•a 27 A 69aru w axe aoa °° a 1 IDIOi3 o w C ID O I=T -M / It BID n os 1 sm RAmDII 10 N =a lamml a SHED A A.. yp MAX SIZE OES61I LOAD = tb • 'y • ; 19.1 PST 22.6 PST ) . A : TATE Cf ADSTESTLO 4 ID 28.7 PST S t •,..•.••• , 33.9 PSF FL 'iis/OpJA1•Ett` Ahumarr w TAMIA MAS v941014- CAL wL VMS YODEL 0650 OAK SUMMIT w/Dvr•S•Te MODEL 0600 STRATF'ORD w/DunS Te MODEL /950 HERITAGE w/DurDS•Te SEort. Long, nuDG k oak Summit Pen's sQ IWR W a[ qnp 141tIEsm B 6Lo®n bl a[ ES/.p IRC -6009-11x11 9mIa3 L• IN" SiMi A17ACWD w tt) v.• . v Q WA WAS SCKK AT NW ftQAjAFEQwRRSIT, Conga Nb" AIIACWD viwvr. v.• tax WAD teRm TYPICAL DURASAFC CCNi[R NINGEON14 mRDtAI LAYOUT SSPLICE) Y— 1 1. W O RASAK C END MORE .nACILD THROUGH) r MA MAE '•' 101 WAD fCKvc P GILL ATACWD vi lb 14" oAtASKLv . SI•• Wt 'w' MILK CARRMtS ATIA"DWADsEDLvsTODOSTDsV1mV.• . Y.• B Ws WAD SCAM PER C.RImI r 7 DALL STEEL [ e G STNIS A Rtlttlt V^- f1OI to PER SECTION TYPICAL DURASAFE END HINGE OAt11 AnBRACKET AcWD3) 1 E Q3T•• ECTION A -A (SIDE VIEYf1 LL yp) I r -)D TRAM SR1Q SOLIS A MIR O/ E AW "To (3) S/Ir DIA AD DOLTS I sAr Du • I-s/r rr EA. A A040 TO A"BRAml u it CA. 641. Sim YIO DRAOr[R ATTAOrm •/ (1) 1/4•-20 OIRK= DOLT • Wl RAR[ A OR PAM S AD I*Ae¢I SWDG TRACT COIf1LURATION FOR rr UP TO 14• CALL DOORS T.& IMrAe,w Rte. w•e •tom rAo.r so" to s. D DDtn AA• w.D•wa wl DC DUe•n • —iD w MtY .D7.A mam0UMw DAMA AmeniDwWY D) WpDLKn — GDIAW rO1UOR GAA L — 1t.w1AAl ft r t+Y{ R[ COOO IT A Arnm lawlso 1N agam "a a* to" WC tm C. 10 IRAAYO. ADODf. W 090 W12.0 Rt16WR V LMAM FAA m N ar toAts tarn la w•a 27 A 69aru w axe aoa °° a 1 IDIOi3 o w C ID O I=T -M / It BID n os 1 sm RAmDII 10 N =a lamml a SHED A A.. yp MAX SIZE OES61I LOAD = tb • 'y • ; 19.1 PST 22.6 PST ) . A : TATE Cf ADSTESTLO 4 ID 28.7 PST S t •,..•.••• , 33.9 PSF FL 'iis/OpJA1•Ett` Ahumarr w TAMIA MAS v941014- CAL wL VMS YODEL 0650 OAK SUMMIT w/Dvr•S•Te MODEL 0600 STRATF'ORD w/DunS Te MODEL /950 HERITAGE w/DurDS•Te SEort. Long, nuDG k oak Summit Pen's sQ IWR W a[ qnp 141tIEsm B 6Lo®n bl a[ ES/.p IRC -6009-11x11 9mIa3 OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT 4E TOP VH23AT D 0 2' 20GA STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED W/C23 1/4' x 3/4' HEX HEAD SCREWS AT END AND CENTER STILE OPTIONAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT SHORT PANEL GL421NG FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N T.S. N.T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN VIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DearDFrome WINDOW FRAME OPTIONAL Deero INSERTSWITHUvPROlEC1TON " TM UV PROTECTION 1N. 3/32' THICK SSS CLASS IO) R R 3/4- PAM 14Ao SQEft r ADI sMar P.rcL vRi00M iRAI[ I LOMC PA L WboOW r ilA.wc MOLDED INSIDE FRAME SECTION B—B WOOD JAMB ATTACHMENT TO STRUCTURE enc• r L.a scnvs .nuc • rRy [Ams r . z•• • a Vr uR[TxMu mi aVta LOLr Lr a .• frMlnw t• !Ra [MDs rIfJ1 24• at. Q 1? EN1[[KMT) IOLTI SLEEVE AA001 3/r a 2-314' STARTING a• fRDI ENDS TKA e.' OL a VA' ENKI ENT) TTV/RAMSEI REDI[AS (rRlhdU 3/r a 4' STAR11w V FROM MDS TNEN 2+• 0L Q 1/r CAKEIN:1rn P R AytRrll- .MR .rrArwrMr le n.1A• r.4e rrM SI PSCM 1/4• A r nrEM SCREW STARnW a' FRO MRs. IS[ mms or r.sr6RRs W APAXI) AT 24. OL a 1/r 041110 DO) LT1 V4• aM1 2-3/4' AVDI-D. SMVS SrARrnc V rRM DmS. U= PARK W rASTodn ti' M APART) AT 24' DC. 0 1/4• DO[DMMr) L ARDOI r l S -L4• STAllilw a'ft R.- KM 24• al 0 V4• DGED[Irn mL USE rASTD[RS rm M.LOV 0-93 has) KPARAAICH O Vim Aum vn DMRSO PROVIDE t ML4SAPOAFLUSHMDNTDrAC mncTc InLav rnDnro c :1RucTMLt srRueruRc ErRLCTw[ sial[ilw[ II I VI t 22 v4• Map 1-Vr Mp 1• lsr# . 0 r Mp AVALABLE TRACH 0016101NAIMNIS M.T.S. lu MAX 92E jr 14' Sf ,w'j ' . I ). ,r C90N LOAD PST22.e 6SVPSr 3E OF 4[DADS2&7 PSF 33.9 s I ::!Sin I; !•i% MODEL /630 OAK SUMMR w/DuraSJs YODEL /600 STRATFORD w/DuroSate MODEL /DSO HRRITACE w/DareSa[e Short. Long. Flush M Oak SUMMit Panel'a 93 M21-1. MTe rt w ac mpum urs RRaT B aD®rt w ENT[ mmol RC -6009-110-11 9o:a3 TABLE 1 A TABLE 2 SPLICE S 6'6" 10" 38" 58' 4 70" STRUT SPACING (BASED ON RECOMMENDED SECTION 10" 38" 58' 21" 76" DOOR CONFIGURATION) 28' TOP 76" 82" 8' 10" 34" 58" HEIGHT A B C D E F G T 28" 52" 76' 94" 9' 10" 34" 6' 6' 18 1/4" 361/4' 54 1/4" 100" 67 1/2' 4" 28" 52" 76" 100" 106" 10" T 181/4" 391/4' 601!4" 82" 106' 73112" 10' 6" 4" 28" 52" 76" 100" 118" 11' 7' 6" 15 1/4" 33 1/4' 51 1/4" 69 1/4' 58" 81" 124" 11'6" 4' 28-,52-, 76" 100' 124' 130" 8' 18 1/4" 36 1!4" 54 1/4" 72 1/4" 34" 85 112" 82" 106" 130" 136" 12'6" 4' 28" 52" 76" 100' 124" 142" 181/4- 39 1/4-160 1/4" 781/4-1 10" 91 1/Y 58" 82" 106" 130" 148" 13'6" 4" 28" 52" 9' 15 1/4" 33 1!4' 51 1/4" 69 1/4" 87 1/4" 14' 99" 34" 58" 82' 106" 130" 154' 160" 8' 6' 21' 21" 21" 18" 21' 8' 0" 21' 18" 18" 18' 21' 9'6' 18 1!4" 36 1/4' 54 1/4" 72 1/4' 90 1/4" 7' 6" 103 1/2' 18" 18" 18" 18" 7' 0" 10' 18 1/4" 39 1/4' 60 114" 78 1/4" 96 1/4' 21" 109 1/2" 6' 6" 21" 18" 18" 10' 6" 18 1!4" 39 1/4' 60 1/4' 81 1/4' 1021/4' 115 1/2" 11' 181/4' 361/4" 541/4' 721/4' 901/4" 1081/4" 121 1/2" 11'6" 18 1/4" 39 1/4' 60 1/4' 78 1/4" 96 1/4" 114 1/4" 127 1/2" 12' 18 1/4" 39 1/4' 60 1/4" 81 1/4" 102 1!4" 120 1/4" 133 1/2' 12'6" 181/4" 361/4' 54 1/4" 72 1/4" 901/4" 1081/4" 126 1/4" 1391!2' 13' 18 1/4" 39 1/4" 60 1/4' 78 1/4" 96 1/4' 114 1/4" 132 1!4" 145 1/2" 13'6" 18 1/4" 39 1/4" 60 1/4' 81 1/4" 102 114' 120 1/4"1138 1/4' 151 1/2' 14' 181/4" 391/4" 60114" 81 1/4" 1021/4' 1231/4" 1441/4"1157 1/2" TABLE 3 TABLE 4 ar asaaoi a ams oAa IN A rr911m10meswm.Whom! a" of IBM OWIM N• OAM 0`106 c •am w Ata I-• rs» D ac D Dol® San Ra" Ila s 4Cm • ) u MAX SZE _! ' its u`:.:' yL/•nS 1: 7 f :4DCSIOMLOAM! 19.1 PV ,9 ' 22.e PS< s: A•( 1CS1 LOADS I j N : 6 20.7 PSr itiSs...... M3 cueuDe raRT a sT•.7rLw C. nRa YODEL /050 OAK 9UYYIT w/DunSa(e YODEL /000 STRATFORD w/DmaS9te YODEL /900 BERTTAGB w/DuraSare Short. LOOS. Flush At oak Summit Pmel'9 9a Coto n 01 ma "ta Dua6 MAH B OMIT Aa as amp IRC-6008-110 11 ALL TRACK A71ACIeaNT SPACING ./-2' KLOvrD v11N STP Co SR ND. 2 OR KttCR gin la7 DOOR HEIGHT A TRACK ATTACHMENT B C D E F G SPLICE S 6'6" 10" 38" 58' 4 70" 7' 10" 38" 58' 21" 76" 7'6* 4" 28' 52" 76" 82" 8' 10" 34" 58" 82' 88" 8'6" 4' 28" 52" 76' 94" 9' 10" 34" 58" 82" 100" 9'6" 4" 28" 52" 76" 100" 106" DOOR HEIGHT A TRACK ATTACHMENT B C D E F G SPLICE S 6'6" 10" 38" 58' 4 70" 7' 10" 38" 58' 21" 76" 7'6* 4" 28' 52" 76" 82" 8' 10" 34" 58" 82' 88" 8'6" 4' 28" 52" 76' 94" 9' 10" 34" 58" 82" 100" 9'6" 4" 28" 52" 76" 100" 106" 10' 10" 34" 58" 82" 106' 112" 10' 6" 4" 28" 52" 76" 100" 118" 11' 10" 34" 58" 82" 106" 124" 11'6" 4' 28-,52-, 76" 100' 124' 130" 12' 10" 34" 58" 82" 106" 130" 136" 12'6" 4' 28" 52" 76" 100' 124" 142" 13' 10" 34" 58" 82" 106" 130" 148" 13'6" 4" 28" 52" 76" 100" 124" 148" 154" 14' 10" 34" 58" 82' 106" 130" 154' 160" DOOR 96- 11'6" PanelType Cerner Stile Location Measured from Left Edge) SECTION HEIGHTS 8' 0 HEIGHT Btm 2 3 4 5 6 7 #8 14' 0" 21" 21" 21' 21' 21" 21' 21" 21' 13' 6" 21" 21" 21" 21" 21" 18' 18" 21' 13' 0" 21' 21" 21' 18' 18" 18" 18" 21' 12' 6" 21" 18' 18" 18' 18" 18' 18" 21' 12' 0" 21" 21" 21" 21" 21" 18" 52.000 19.7 21' 21" 21"18'18" 19.4 22.9 18' 11'0" 1- 53.000 21'18" 22.9 18" 18' 18" 18' 10' 6" 21" 21" 21" 21' 21" 21" 10' 0" 21" 21" 21" 18' 18" 21" 9'6" 21' 18" 18" 18' 18" 21" 9'0" 18' 18" 18" 18' 18" 18" 8' 6' 21' 21" 21" 18" 21' 8' 0" 21' 18" 18" 18' 21' 7' 6" 18" 18" 18" 18" 18" 7' 0" 21' 21' 21" 21" 6' 6" 21" 18" 18" 21" Section Width ft) PanelType Cerner Stile Location Measured from Left Edge) Max Design Loads Allowed Positne Negitite PSF) (PSF) 8' 0 Short, Oak Summit 48.000 21.4 25.3 0 Lang 48.000 21.4 25.3 8' 2 Short, Oak Summit 49.000 20.9 24.8 S 2 Long 49.000 20.9 24.8 8' 4 Short, Oak Summit 50.000 20.5 24.3 8' 4 Lang 50.000 20.5 24.3 8' 6 Short, Oak Summit 51.000 20.1 23.8 8' 6 Long 51.000 20.1 23.8 8',8 Short, Oak Summit 52.000 19.7 23.4 8' 8 Long 52.000 19.7 23.4 8' 10 Short. Oak Summit 53.000 19.4 22.9 8' 10 Lang 53.000 19.4 22.9 g 0 Short, Oak Summit 54.000 19.1 22.6 9',0 Long 54.000 19.1 22.6 2/1SM17 Florida Building Code Online 11E Business Professional Regulationi SCIS Home Log In User Registration Hot TOPICS Submit Surcharge Stats 8 Facts Publications FSC Staff SCIS Site Map Links Search b 1 e'e Product Approval USER Public User Produc', AporoVal atenu > Product or Aaolica[itm S -arch > Applocotbn Lost > Application Detail WN A FL 9 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 Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, N) 08902 800) 234-4228 Ext 4644 onberrian@slbp.com Authorized Signature ]on Berrian onberrian@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/1.5.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https:/Awww 8oridabtdlding.org/pr/pr_app dtl.aspx?param=wGEVXCtwtDgNA%2bxmzklhGuBV5nRNMfoPly6gPoEN%2be8TXyGDYCjAw%3d%3d 112 2/15/2017 Florida Building Code Online Date Revised 02/14/2017 Summary of Products FL # Model, Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5 - Approved for use outside HVHZ: Yes 13-16.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 12/16/2016 Other: See Installation Instructions, SWD002, and Product Installation Instructions Evaluation Report, PER3947, for design pressures and FL19715 RO 11 SWD002 SS 2016-06-22.Ddf j installation requirements. Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 j Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 5S 2016-02-12.0f Created by Independent Third Party: Yes l.iq• •bei: Contact :: 2601 Blair Stone Road, Tallahassee Ft_ 32399 Phone: BSO.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Aecessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not wart your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office try phone or by traditional mail. If you have any questions, please contact 850.487,1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: i iro E Credit Card Safe https://www.floridabuildilxj.org/pr/pr app 00aspx?param=wGEVXOwtDglvAgk2bxlnzklhGuBV5nRNMfoPly6gPoEN%2beBTXyGOYCjAw%3d%3d 212 INSTALLATION NOTES• 1. ONE I1) INSTALLATION ANCHOR IS REQUIRED AT (ACH ANCI/OR LOCATION SHOWN 2. I ME NUMBER OF INSTALLATION ANCHORS DLPICIED IS THE MINIMUM NUMBER OF ANCHORS 1001 USED FOR PRODUCT INSIALLADON OF IME MAXIMUM SIZE LISTED. 3. INSIAIL INDIVIDUAL INSTALLATION ANCHORS WIT HIM A TOLERANCE OF 11/I INCH THE DEPICTED LOCAL ION 8 SPACING IN IME ANCHOR LAYOUT DETAILS 11 E . WI IMOUI CONSIDERAI ION OF IOLERANCESI. IOIERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR 10 THE NEXT. 4. SHIMASREOUIREDAI EACH INSIALLAI ION ANCHOR WITH LOAD BLARING Sri MIS). ALLOWABLE SHIM SIACK 10 Of 3/8 MCH SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS SIIIMISI SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR I I GAUGE ROOFING NAZIS OR IOd COMMON NAIL S Of ICI NT LENGTH TOACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE INSTALLATION SHALL MAINTAIN MIN.3/8'EOGE DISTANCE. 6. FW INSTALLATION: FOR INSTALLATION INTO ME PAL SPUD USE 03 SkU•IAPNNG SCREWS. Of SUFFICIENT LLNGIH 10 ACHILVE A MINIMUM OF 3 HR D PtNt I KA19LIN BEYOND METAL WALL INSTALLAI ION SHALL MAINTAIN MIN. 3/8' kDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 010 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21NCI1 MINIMUM EMBEDMENT INTO WOOD SUBSTRATF. L THROUGH FRAME INSTALLATION. FOR INSTALLATION TIIROUGII IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DMME IFR PEW IAPCONS OF SLAT FICIENT LENGTH TO ACHIEVE 1-1/4 INCH MINIMUM EMBEDMENT. INSTALLATION SMAIL MAINTAIN MIN. 13/4- EDGE DISTANCE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH 70 ACHIEVE A MINIMUM N N ION BEYOND ME IAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING Sul NOT LIMITED 10 STUCCO. FOAM, BRICK VkNEkR, AND SIDING SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN ISOfSIGNEDAND MANUfARURED TO COMFIT WITH THE $T11 EDITION 2014) FLORIDA BUILDING CODE (FBCS EXCLUDING MVMZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMAANDMA/CSA IOTA S.2/A440.08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, IX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WIIHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS IME RESIPONSIBRI TY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 3. 1X AND 2X BUCKS (WHEN USED) SIMLL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUC< INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION IO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH 1 HIS DOCUMENT IN NON-HVIIZ AREAS. IN HVHZ AREAS, ONE [IMF PRODUCT APPROVAL TO BE OBTAINED FROM MIAAII4LLDE RER OR ALU. 14 INSTALLAI LUN ANCHOR CAPACITIES ION PRODUCTS HEREIN ARL BASED ON SUBSIRATE MATERIALS WITH IMF FOLLOWING PROPERTIES. A WOOD- MINIMUM SPECIFIC GRAVITY 010 $S B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30013 PSI. C. GRUUT-FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C.90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH Of 2000 PSI. D HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENG1H OF 2000 PSI. E STEEL • MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8116111.100473' 0118 GAUGL). MIN. 1/2' EDGE DISTANCE. F. AT UMINUM- MINIMUM AllOY 600.15 MINIMUM WAI I THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF I THIS PRODUCT IN AREAS REQUIRING IMPACT RLSISIANCE. CORROSION AESISIAN F MAI ERIAL OR HAVE A CORROSION RESISTANT ELEVATION 3 COA7ING 6. WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT RILED BLOCK. DO NOT INSTALL 7, IN ACCORDANCE WITH THE SIN EDITION FOC, WOOD INSTALLATION ANCIIORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED O/x COMPONEN IS SHAH HAVE BEEN PRESERVATIVE TREATED FROM FREE EDGE OI BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF 38' OR SNAIL BE OF A DURABLE SPECIkSAS DEFINED IN BLOCK. 35/-35 PSF CHAPTER 23 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE VAIN ANCHOR O. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSIALLA71ON INSTRUCTIONS. AND ANCHORS SHALL NOT BE NON IMPACT GLASS CHARIS. SEE SHEET 6 FOR GLAZING DEPAIIS. USED IN SUBSTRATES WITH STRENGTHS LESS IRAN 111E MINIMUM SIRENGIH O/X 35 / -35 PSF SPECIFIED BY THE ANCHOR MANUFACIURIR. 48' 84' 14 INSTALLAI LUN ANCHOR CAPACITIES ION PRODUCTS HEREIN ARL BASED ON SUBSIRATE MATERIALS WITH IMF FOLLOWING PROPERTIES. A WOOD- MINIMUM SPECIFIC GRAVITY 010 $S B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30013 PSI. C. GRUUT-FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C.90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI AND GROUT CONFORMS TO ASTM C 476. MINIMUM GROUT COMPRESSIVE STRENGTH Of 2000 PSI. D HOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENG1H OF 2000 PSI. E STEEL • MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8116111.100473' 0118 GAUGL). MIN. 1/2' EDGE DISTANCE. F. AT UMINUM- MINIMUM AllOY 600.15 MINIMUM WAI I THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE MAX OVERALL SIZE WIDTH HEIGHT TABLE OF CONTENTS SHEET REVISION SHEET DESMIPTIO14 I INSTALLATION A 6ENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FTN) 5 VERTICAL 6 HORIZONTAL SECTIONS (TMROUGH FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION, 6 &LAZING DETAtL MAX OVERALL SIZE WIDTH HEIGHT COFFI& DESIGN PRESSURE MISSfLF IMPAR RATING 36' 84' O/x 35 / -35 PSF NON IMPACT 38' 66' O/X 50 / -50 PSF NON IMPACT 38' 74, O/x 50 / .50 PSF NON IMPACT 38' 7T O/X 35/-35 PSF NON IAVACT 11' 62' O/x 50 / -50 PSF NON IMPACT 48' 72' O/X 35 / -35 PSF NON IMPACT 48' 84' O/x 20 / -20 PSF NON IMPACT 52' 72' O/x 25/•25 PSF HOPI IMPAR 36' 83.75' O/X (ORIEL) 35/ -35 PSF NON IMPACT 48' 96' O/x (ORIEL) 20 / -20 PSF NON IMPAR 72' 62' O/X-O/X 35/•351"SF NONIMPACT 7Y 84' O/x-O/x 35 / -35 PSF NON IMPACT 76' 62' O/x-O/X 50 / -50 PSF NON fAPACT 76' 72' O/X-O/X 50 / -50 PSF NON IMPACT 76' 77' O/x •O/x 25 / •25 PSF NON IMPACT aP 74' 1 O/X-O/X 35 / -35 PSF NON IMPACT w 7Y O/X-O/X 30/-30 PSF NONIMPACT 108• 62' O/X-O/X O/X 50 / •50 PSF NON IMPAR Toe• 72' O/X-O/x-O/X 50 / .50 PSF NON IMPAR 108' 84' O/X•O/X-O/X 25 / •25 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09.40:44 -0S'00' SilverLine InAndersen I 00 0.400AF OS INF DA:YF 0.1.1. Y WSWltl W OlV4f A, 4w).), Imo H oN r H N W W Obi ^ A. fid• ' I lyyI R"'T"' i z DwG #: SWD002 SHEET: 1 OF L f Oo eN Zrb pp NSn xS N S CZ t u- e a SNL T p.0 IZZ S WLu0N H oN r H N W W Obi ^ A. fid• ' I lyyI R"'T"' i z DwG #: SWD002 SHEET: 1 OF L MAX. FRAME _ MAY, FRAME _ Silver Line WIDTH 48' WIDTH 48' InA1ll)l. sen 4 1 4 5 oov•s000 at s.•L.T»aE araF WDM tlYM.xlfl W OWOt w1.1i911UlI< F... f FZ F 5 n 5 oE MAX, FRAMEMAX Z HEIGHT 96' HE16HT 96E QUALIFIED CONFIGURATIONS " W o z X• ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 h W RATINGS, SINGLE UNIT CONFIGURATIONS,%• M W a g L F A O A D G 5 4 5 m ELEVATION ELEVATION ZSINGLEHUNGWINDOWSINGLERUNGORIELWINDOW O OZ H pL MAX. FRAME MAX,FRAME W 4WIDTH96' v1 B E o S QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS g s F Z r•t 1 o MAX. FRAMEM9 HEIGHT 74" H lb LEE MAX. d' •• •QA HEI 'ih * p¢0'%'.' r Lu A D < N Z Y < Z5 ELEVATION + s ELEVATION DW 0 v TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW 5 W D002 SHEET: 2 OF 6 I 6HT WIDTH 108' IBE s f,- II I 6HT WIDTH 108' IBE s f,- D 4 7 7 FRAME X. X. X. 84' 2' MAX. _ _ u• MAX. FROM II I I OC CORNERS i r MAX. FROM I I` 'I A 1/2' MAX CORNERS O.C. II" MAX O.C. 4 1/2' o C. r MAX. FROM CORNERS l rMAX.1INOTE44-ud IS AT Y m PIF FROM J91- K-02(DwL OC O.lAr,uoSlu CORNERS NAIL FIN -SINGLE HUNG WINDOW 6' MAX 20' MAX. C4 FROM I— I OC 6' MAX. FROM CORNS i 20' MAX. OC 161/ W MAX. L FROM CORNERS I I— 4 1/2' MAX. O C. ANCHOR LAYOUT NAIL FIN • TWIN SINGLE HUNG WINDOW I' MAX. FROM— I 1— 6' MAX. CORNERS-11— ORNERS I IO.C. 6' MA OC 1• MAX jyl I 6• MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN -TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12 3/4• MAX. CORNERS RS O.C. 2' MAX. O.C. I 6 MAX. rFROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 V 112' MAX. O C. min ANCHOR STRAP 6• MAX 1 P/N 50-2995-2 FROM J SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverUne I-Almlosell g741 aE SILWILME e61* non"N."TKa waw na Inoue NW 3 ^ z5 nv Cm r W=i2 T A3 N t Q H< Z 2 Lu mC2 WJ N j F W F a H O rm N Z Oo H Lu Lu u ix G ANCHOR STRAP ^' Z Y P/N 50-2995-2 o p v SEE SHEET 5 FOR DETAUS DWG ANCHOR LAYOUT S W DOO2 THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 I 6 MAX. rFROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 V 112' MAX. O C. min ANCHOR STRAP 6• MAX 1 P/N 50-2995-2 FROM J SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverUne I-Almlosell g741 aE SILWILME e61* non"N."TKa waw na Inoue NW 3 ^ z5 nv Cm r W=i2 T A3 N t Q H< Z 2 Lu mC2 WJ N j F W F a H O rm N Z Oo H Lu Lu u ix G ANCHOR STRAP ^' Z Y P/N 50-2995-2 o p v SEE SHEET 5 FOR DETAUS DWG ANCHOR LAYOUT S W DOO2 THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 ANCHOR STRAP 6• MAX 1 P/N 50-2995-2 FROM J SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverUne I-Almlosell g741 aE SILWILME e61* non"N."TKa waw na Inoue NW 3 ^ z5 nv Cm r W=i2 T A3 N t Q H< Z 2 Lu mC2 WJ N j F W F a H O rm N Z Oo H Lu Lu u ix G ANCHOR STRAP ^' Z Y P/N 50-2995-2 o p v SEE SHEET 5 FOR DETAUS DWG ANCHOR LAYOUT S W DOO2 THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 ANCHOR STRAP ^' Z Y P/N 50-2995-2 o p v SEE SHEET 5 FOR DETAUS DWG ANCHOR LAYOUT S W DOO2 THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY 1112* MIN BY OTHERS EMBEDMENT CAULK BETWEEN , CONCRETE/ MASONRY 6 2xe' WOOD BUCK BY OTHERS . o . ' •, 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS B WOOD SCREW INSTALLATION ANCHOR ... • ' • ... • EXTERIOR FINISH BY OTHERS _ PERIMETER / \ SEALANT / 1O.A. BY OTHERS 1 / UNIT \ HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL. SHEET 6 2,-••• T tii 3J ><g u2 o lIi N O V6 #: SWD002 IEET: 4 OF 6 g VERTICAL SECTION SilverLine 4 READ • 2X WOOD BUCK SEE SHEET 1 INSTALLATION Intu mlenl L•11 g7l 3/8' MIN. NOTE 14 SEE GLAZING o••• E06E DIST. SHEET 6 m Of SurlluwE NIYE MOM YWS+I[., W pYOt EXTERIOR INTERIOR BY OTHERS M ITJf1.H IOOG 8 3pS 2 ^, A MIN. 3/8' EDGE DISTANCE UNIT 1/4' MAX. r r P HEIGHT 1/4' MAX. SHIM SPACE UNIT Z Og p'A A SHIM SPACE ZZ^ N p p o[ _ -+ p ,1 SEALANT Z ESASHREINFORCING BY OTHERS NAIL FIN SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREA05 w W ' 5EE 6LAZEN6 PENETRATION BEYOND METAL STRUCTURE BY OTHERS mDETAILSHEETH W o a INSTALLATION ANCHOR W _ INTERIOR B GR. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR a Z 2,-••• T tii 3J ><g u2 o lIi N O V6 #: SWD002 IEET: 4 OF 6 g VERTICAL SECTION METAL STUD BY OTHERS, 4 READ • 2X WOOD BUCK SEE SHEET 1 INSTALLATION NAIL FIN p NOTE 14 SEE GLAZING DETAIL, SHEET 6 m EXTERIOR FINISH EXTERIOR INTERIOR BY OTHERS O.A. EXTERIOR PERIMETER SEALANT Q UNIT By OTHERS H 2 HEIGHT V 0 nUNITH PERIMETER u 1 LU SEALANT 1 C HORIZONTAL SECTION LBYOTHERSNAILFIN1/4' MAX. EXTERIOR FINISH SHIM SPACE BY OTHERS B WOOD SCREW INSTALLATION ANCHOR 3/8" MIN. DIST. 2X WOOD BUCK BY OTHERSEDGE SEE SHEET 6FOR CONNECTION DETAILS a. CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY d 2XBY11/2• MIN OTHERS WOOD BUCK BY OTHERS EMBEDMENT A VERTICAL SECTION 4 SILL • 2X WOOD BUCK NAIL FIN 2,-••• T tii 3J ><g u2 o lIi N O V6 #: SWD002 IEET: 4 OF 6 METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION p NOTE 14 m EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT Q By OTHERS H 2 O.A. V 0 nUNITH WIDTH u LU Lu C HORIZONTAL SECTION L4JAMB • METAL STUD NAIL FIN 2,-••• T tii 3J ><g u2 o lIi N O V6 #: SWD002 IEET: 4 OF 6 t10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY By OTHERS CAULK BETWEEN CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT JI BY OTHERS O A EXTERIOR / UNIT \ HEIGHT SEE DETAIL. SHEET6 3/4' MIN. EDGE DISTANCE y 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. _ CONNECTION DETAILS SHIM SPACE MIN, 3 THREADS SASH REINFORCING PENETRATION BEYOND SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE SEE GLAZING MIN 1/2' EDGE DISTANCE 11/2* MIN DETAIL SHEET 6 EMBEDMENT INTERIOR E VERTICAL SECTION 5 HEAD - 2X WOOD BUCK 7HROUGHFRAME SEE GLAZING DETAIL. SHEET 6 EXTERIOR O.A UNIT HEI6HT PERIMETER SEALANT BY OTHERS BY OTHERS `•••••' PRECAST SILL BY OTHERS 3/16' ITW TAPCON INSTALLATION ANCHOR ; INTERIOR ANCHOR STRAP, AT TWIN 8 TRIPLE CONFIG, ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620- P/N 50-2995-2)' DETAIL AT RIGHT FOR INSTALL. REQ. j 6 r 1/4' MAX. I I SHIM SPACE INTERIOR 010 6R. 5 SELF -TAPPING SCBE W 1/4' MAX. SHIM SPACE INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED lMULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION 5 IAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) 914 PA?WAIfF NFA11 SCREWS FRO FRAME,HOL TO ACCOMOO 1 1/4' MIN d • •• - EMBEDMENT i 1'3/4' MIN ° EDGE DISTANCE VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGHFRAME HORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. m SilverW6 r's a[ snattrt MIVF Immgi s.tl[ wam rw un).)s roro Z^ 2 o Off^ x 3 000 rz topp, x,LL j eL Zm: sw Lu % kA Z 41 ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS`OF PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. PR o, Pill Z 0 3 G v u 0 V) N 2 B. FOR INSTALLATION TO METAL STUD, USE (4)1$10 SELF -DRILLING SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) 910 WOOD SCREWS PER STRAP MIN. 1-1/2' EMBEDMENT, MIN. 1' EDGE DISTANCE. DW6 #. SWD002 SHEET: 5 OF L EXTERIOR INTERIOR G VERTICAL SECTION 6 MEETINGSTILE INTERIOR Fr SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING 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), DES16N PRESSURE •/• 35 PSF 38 x 74. (0/X). DESI6N PRESSURE •/• 50 PSF 38 X 77, (0/X), DESIGN PRESSURE •/• 35 PSF 72 x 84, (O/X-O/X). DESIGN PRESSURE •/• 35 PSF 76 x 72, (0/X•0/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 3 C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING I5 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 x 62, (O/X-O/X), DESI6N 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 FOC AND ASTM E 13W GLASS LOAD RESISTANCE. I I 5/8' O.A. I.6.6LASS EXTERIOR // \\ INTERIOR J MIN. GLASS BITE 112, t/8' SETTING BLOCK GLAZING DETAIL I NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 15 NOT EXCEEDED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4' 1 T TAPCON ANCHOR 4• FROM CORNERS 16' MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4' MIN. EMBEDMENT i, • ; 11/2* A1IN. EDGE r DISTANCE 2' MIN EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine In/11 XIL7sel l 9741 ort Sn rtarrt OclvF raonr a•wfrvt[c, ru oror hCl/ftl•A M7D Z 3 ~ o g 0. dh_ 13 rE o z m S je0• j;<m w 3 'Low mC2yy_ gLu i C1 V) Z N Z Y < z osi, ` DWG t/: SWD002 SHEET. 6 OF 6 2/15/2017 Florida Building Code Online U 1 Business 1 SCIS Home Log In User Registration Hot Topes Submit Surcharge Stats & Facts Publications FBC Staff SCIS site Map Links Search ba rr ! Product Approval 1 USER: Public User Product Aoproval Meru > Pmdurt nr '-policatinn Saar -n > Anoliratlon Lost > Application Detail FL 4 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 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 FL14994 RI COI CERTIFICATE of INDEPENDENCE. Ddf Standard Year AAMA/ W DMA/CSA 101/ 1. S. 2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 TAS 201, 202, 203 1994 htipsJhvww.11oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDquZRj59°/a21Orx2"/o21IDBR4OJnUDFrXPO2Dn7xsGdeKrPxxO3Q%3d%3d 1/3 2/15/2017 Florida Building Code Online Product Approval Method Method t Option D Date Submitted 04/27/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summarvof Products FL # Model, Number or Name Description 14994.1 a. Series 2800 Model 2802 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Limits of Use Panel (OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 11 Inst 14994.I.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. 14994.5 e. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX 14994.2 b. Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Limits of Use 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. 14994.6 f. Series 8800 - Model Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 14994.3 c. Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange - 2 Limits of Use Panel (XX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14994 R1 II 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.odf 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 11 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 RI AE Eval 14994.4,25 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 11 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 FL14994 III Il 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:/Avww.tloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDquZRj59%21Drx'l%211DBR40JnUDFrXPD2Dn7xsGdeKrPxx03O%3d%3d 2/3 211SQ017 Florida Building Code Online Other: See INST 14994.6 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.6.odf 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 11 Inst 14994.7.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 14994.7 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.7.Ddf 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 11 Inst 14994.8.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 14994.8 for Design Pressure Ratings, any FL14994 R1 AE Eval 14994.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 114994.9 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 lI Inst 14994.9.o4f 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 Sial 14994.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ED .1 •.r• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-4117-1824 The Stale of Florida Is an WEED 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 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 3=2=09 O iivcr E Credit Card Safe hilpsJMrww.fioridabuilding.orgtpr/pr app dll.aspx?param=wGEVXQwtDquZRj59%21Drx2%2nDSR4OJnUDFrXPD2Dn7xsGdeKrPxx03Q%3d%3d 36 SilverLine byAndersen Wo 11 WINDOWS •DOORS SERIES 2800 - MODEL 2802 EXTRUDED VINYL HORIZONTAL SLIDER WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. this product has been evaluated and is In complionce with the Sth Edition (2014) Florida Building Code (FBC) structural requirements excluding the Ugh Velocity Hurricane tone' HVHZ). 2. Product onchors shall be as feted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. when used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7&,W MAX. OVERALL RN WIDTH I— 730 MAX. OVERALL FRAME WIDTH I a x r>: y o TAKE OF CONTENTS SHEET 4 DFSCRIFRON 1 typical elevotim demign pressures IL general notes 2 Horizontal d vertical cross sections 3 Horizontal 6 vertical cross sections 4 Buck IL home onchahy S U of moteriols detail a components 7&,W MAX. OVERALL RN WIDTH I— 730 MAX. OVERALL FRAME WIDTH I a x r>: y o OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FIN FRAME D.L.O. TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 76.4r x S3AF 73.0' x 50.0' 33.5 x 4S.0" GI X 35.0 76.4r x 66.4r O 33.S" x 57.75' G1 20.0 20.0 OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FIN FRAME D.L.O. TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 76.4r x S3AF 73.0' x 50.0' 33.5 x 4S.0" GI 35.0 35.0 76.4r x 66.4r 73.0' x 63.0' 33.S" x 57.75' G1 20.0 20.0 rR: KV n. LFS FL -14994.1 tr —L OF 5 m 22 it Z Q` 00 O P0 11*1 Ill\ 5 2 Cl b 21 h e n z°i LP CW mnn, 0 44 O it z R 7 FJ(IERIOR RMOR o 0 c x o = II.... I•I/1' MIN. 1 I EMB. TYP. 21 22 n o 25 S I IMERIOR Oo O 1815 6 31 16 c W 0 N 10 00 e 19 O Q 21 e m17 g u V 23 25 24 a p 23 13 20 30 G1 1 Q o v• u° well t6 II ° scat NTS e5EXTERIOR DM By: ICV P 1 TIONHORIZONTALCROSSSEC 2 VERTICAL CROSS SECTION o.c. ft. LFS a ORN" a FL -14994.1 n 2 2 scn 2 or 5 a it b off: "' .•, R oPe V7 Jill 27 z u 3na gigGl V) 7 N u FXIEttIOR INTERIOR nl o c a 5 INTERIOR O D 18 n in 7 1S 6 31 16 10 oe T 323 OQ s? D k 0 n W 28 O < pD oo o 0 0o q 23' 0 9 28 30 13 20 GI N -- wit: 11/16/1 1 EXIERIR snot: N.T.S. Wn at. KV m 1 HORIZONTAL CROSS SECTION 2 VERTICAL CROSS SECTION u. er LFsIN 3 3 mit"" M: FL-14994.1 n sar' a y5 p 40 O.C. (TYP.)P'1 1 r - i df.. 1 # TYP. 25 M ,'' TYP. 2% BUCK n E m u n2XBUCK — I I dFRAME e MASNRY CZ OPEO NG I I MASOOPENING o TJu b II o =d II II mo W u trl z BUCK ANCHORING FRAME ANCHORING 7 N x z MASONRY 2X BUCK & c m 0 IL O.C. jIYP.I 2)(FRAMING TO BE DESIGNED ( TYP-1 I BY THE ENGINEER OR ARCHITECT OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. TYP. 28 z 0W CONCRETE ANCHOR NOTES: E" I. Concrete onchor locolionI of the comets may be odlusfed to maintain the min. edge distance to mortar joints. " MAX.2. Concrete anchor locations noted as ON CENtER' must be adjusted to d u maintain the min. edge distance to mortar joints, additional concrete anchors 0 : may be required to ensure the MAX. ON CENTER' dimension are not exceeded. Lj r 3. Concrete anchor tales: ^ O a p o TYPE SIZE EMBEDMENT Z u ITW 0 arc I1 t6 11 = 0 s—(-N.T.S. ELCO a I. 4' ar 5 c. n: KV UITRACON /" 1.1/4" ° cm. W. LFS ; a WOOD SCREW INSTALLATION NOTES: FRAME ANCHORING OR# "` "0 1. Maintain a mintrnum 5/8' edge distance. 1' end cristonce, d 1"o.c. spocing of FL -14994.1 e wood screws to prevent the splilling of wood. 2X SND a I— 4 a 5 p ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TO MASONRY i0 ADJACENT ANCHOR TAPCON 1 4 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 0 OS GLASS _ LRE Gt GLAZING DETArI S/B' OVERALL 1HK.GLASS 31V ANNMED AIRSPACE 3/3T ANNEALED 0.07' 1 SHO 0.065 I t sru r1lsEln 0.07' 1.95 H p SHe r-12 — O { bI O.OT -- - I 6 SASHLOCIISOO 0.7r z iTT N z i•• •'y. r ink 10 EEPER SERE 1 0.81''''•...... • . Reidorcanent 1 iii nmit O rOim2 TT - c; 0 \`\, mn`aE S GLAZING LEAD : ¢ OAT' 3 ARo ma O W Vlq ROYdoKemmt SI RdnlptlnlerO ` H 7 pa J-] SUDEk FRAM n oz w 3r O i p 0 Z u t: it/16 11 a 91: KV m o.: LFS 3 mo No - FL— 14994.1 o• FL-14994.1 e n 5 or 5 p BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I EXTRUDED VINYL PVC HORIZONTAL SLIDER FRAME HEADER BY SILVERLINE #2801• VINYL 2 EXTRUDED VINYL PVC SILL INSERT BY SILVERUNE #2322• VINYL 3 EXTRUDED VINYL PVC WINDOW GLAZING BEAD BY SIVERLINE # 1227' VINYL 4 EXTRUDED VINYL PVC SLIDER SASH TOP RAIL BY SILVERUNE 02908' VINYL 5 EXTRUDED VINYL PVC SLIDER SASH BOTTOM RAIL BY SILVERUNE 0290B' VINYL 6 EXTRUDED VINYL PVC SLIDER SASH LOCK STILE BY SILVERUNE 02908' VINYL 7 EXTRUDED VINYL PVC SLIDER SASH PULL STILE BY SILVERLINE #2949 VINYL 10 EXTRUDED VINYL KEEPER GLAZING BEAF BY SILVERUNE # 1257' VINYL I 1 METAL GLAZING SPACER STEEL 12 GLAZING SETTING BLOCK 13 WINDOW SCREEN 15 WEATHERSTRIP PILE 17 GLAZING COMPOUND DOW # 1199 SILICONE SILICONE 18 HORIZONTAL SLIDER ROLLER ASSEMBLY 19 SASH LOCK HARDWARE. LATCH 8 KEEPER BY SILVERLINE 2D EXTRUDED VINYL PVC SLIDER SASH KEEPER STILE BY SILVERLINE 42907' VINYL 21 2X2X BUCK (G >= 0.42>= 0.42) WOOD 22 MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI30) OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 23 I/4' MAX. SHIM SPACE 24 8 X 1-3/4' PPH#8 X I PPH SMS11.1/2' MIN. EMBEDMENT)MIN. EMBEDMENT) STEEL 25 1/4X 2-3/4' PFH ELCO OR ITW CONCRETE SCREW STEEL 27 2X FRAMING IG - 0.42 WOOD 28 B X 2.1/4" PPHX2.1/4" PPH SMSI1.1/7 MIN. EMBEDMENT)/7 MIN. EMBEDMENT) STEEL 30 ROLL FORMED STEEL MEETING STILE REINFORCEMENT BY SILVERUNE #2919 STEEL 31 ROLL FORMED STEEL LOCK STILE REINFORCEMENT BY SILVERLINE #2821 STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. 0 OS GLASS _ LRE Gt GLAZING DETArI S/B' OVERALL 1HK.GLASS 31V ANNMED AIRSPACE 3/3T ANNEALED 0.07' 1 SHO 0.065 I t sru r1lsEln 0.07' 1.95 H p SHe r-12 — O { bI O.OT -- - I 6 SASHLOCIISOO 0.7r z iTT N z i•• •'y. r ink 10 EEPER SERE 1 0.81''''•...... • . Reidorcanent 1 iii nmit O rOim2 TT - c; 0 \`\, mn`aE S GLAZING LEAD : ¢ OAT' 3 ARo ma O W Vlq ROYdoKemmt SI RdnlptlnlerO ` H 7 pa J-] SUDEk FRAM n oz w 3r O i p 0 Z u t: it/16 11 a 91: KV m o.: LFS 3 mo No - FL— 14994.1 o• FL-14994.1 e n 5 or 5 p t 2/1512017 Florida Building Code Online Business. Professional Re1 rcm SCIS Homo Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications FBC Staff SCIS Site hap Links Search F CftGa L ' Product Approval USER: Public User Product ADDn)Val genu > ProEur_ or coulicatrnn 5,?nrri > Aoollcilion L..t > Application Detail FL 9 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 CraigCalderone@siIverlinewindow.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 V 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, Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WOMA/CSA101/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 httpsJ/www.0oridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwIDquZRi59a/o2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 1/5 2/15/2017 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 EOuiy FL 14918 R3 Eouiv 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 0 0 Page 1 / 2GotoPage 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 11 Inst 1918.2.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 F114918 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 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 FL1491.8 R3 11 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 Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14918.5.odf Mips:/Avww.noridabuilding.orgfpr/pr appdtl.aspx?param=wGEVXQwlDquZRj59%2fDrx2300PLxr2KHVIY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 25 2flW017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E Impact Resistant: No Created by Independent Third Party Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Sial 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party particulars. 43409 Yes Yes 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 II 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 149t8.6.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 Fn Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 tI 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 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 Il 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 11 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 ! j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 It 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 Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product 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.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 I. 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 1918.12.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 haps)/www.0oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXOwtDquZRj590lo21Drx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iygGAA*load%3d 3f5 2/1512017 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 FLL4918 R3 It Inst 14918.13.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 14918.13 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 Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14918.14.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 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.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 fI 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.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 Fn ; Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II 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 FL14918 R3 AE Eval 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 Approved for use outside HVHZ: Yes FL14918 R3 11 Inst 14918.17.odf I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes i Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 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 14918.18.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 FL14918 R3 AE Eval 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 lI Inst 14918.19.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.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htlpsJ/www.Ooridabuilding.orgfpr/pr app dU.aspc?param=wGEVXOwtDquZRj59%2fDrx2300PLxr2KHV1Y2g3r%2bi%2fkKQkbgBiy9GAA%3d%3d 415 2/1512017 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.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.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 3 r!!t :Jeal d d Page ]/ 2 0 10 Contact Us :: 2601 Slorr Slone Road, Tallahassee Ft. 32399 Phone: 8SO-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 *.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. 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 45S. F.S. must provide the Department with an email address of 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 4S5, F.S., please click be . Product Approval Accepts: psa0 Credit Card Safe haps:lwww.floridabuildirg.org/prlpr app dll.aspx?param=wGEVXOwIDquZRj59a/p21Drx2300PLxr2KHVIY2g3r%2bl%21kKOkbgBiygGAAOlo3dgo3d 515 Silvefflne' byAndersen r1l, WINDOWSeDOORS 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 in compliance with the 5111 Edition (20141 Florida Building Code (FOCI structural requirements excluding The -High Velocity Hurricane Ione' (HVHZI. 2. Product anchors shot be as fated and spaced as shown on delob. Anchor embedment to base material shal be beyond wall dressing or stucco. 3. When used in seas requiring wind tome debxa protection this product Is required to be protected with on impact resistant covering that complies with Section 161>.1.2 of the FOC. 4. Site condiliom that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect. OVERALL FIN DIMENSION TAKE OF CONTEMS SHEET 0 DESCRIPTION 1 T ' d elevation design pressures d general rotes 2 Hcdmntai a vertical crass seclbrs 3 Hormontd a vertical aoss sections 4 flack S from an h=V 5 Oil of materialsdetails a components OVERALL FIN DIMENSION MAX. OVERALL HN WIDTH I- MAX. OVERALL FRAME WIDTH FT P GLASS TYPE DESIGN PRESSURE (PSF) POSMVE NEGATIVE 75.48"x 77.48' m 67.0- x 69.0" G1 o 72.0' x 82.0' O r 50,0 -50,0 99.48' x 57.48' 96.0'x 54.0' 91.(r)c 49.0' OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. O.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSMVE NEGATIVE 75.48"x 77.48' 72.0' x 74.0' 67.0- x 69.0" G1 50.0 -50.0 75.48' x 85.48- 72.0' x 82.0' 67.0' x 77.0' G2 50,0 -50,0 99.48' x 57.48' 96.0'x 54.0' 91.(r)c 49.0' G2 50,0 -50.0 rkL N.T.S. o'.t er: KV P-7- U-5 owm c xe: FL -14918.2 10 _ —• ,a Z by . Z I" •••.••.........F P OMNM) 16 11 4 ''wui ua 0 I IS IL N z L tj EXIERIOR INIERIOR n 0l _ R 1.110 MIN. T EMS.IYP. ` } 7 11 ' • 2 VI v o . 0 1 0N 6 \1 11 a o VMININ1 W i\ G1 G2 MRM 2 _ 2 F_ f ' 7 p o eNIA q a 10 8TTflTj. u 8 EXTERIOR a as 11 09 11 i 8 scKc N.r.s. ' 1 HORIZONTAL CROSS SECTION • 1cv 2 O VERMAL CROSS SECTION LF5 Q g 2 _ tFL14918.2 02a5 a y s ii o Eo 9 u x$ m n a4 cZ i v p W N N x a3 EXTMOR INTERIOR a o = 12 n m I 2 9 n N k z cr 11G1 G2 MIMR 2 3 8 L, 12 a I r_- R o s P 3 EXTERIOR au. If/09/1 I i 0 wac: N.T.S. 1 HORIZONTAL CROSS SECTION oac. BY: KV o 3 2 VERTICAL CROSS SECTION cwL °f I.FS 3 oiavc No: a 3 F1-14918.2 c mal —L orn CMAX 11• MAX. O.G (TYP.l I N t 6 O.C. (TYP.) —I -I 2 TYP. --I i-_ r TYP. x1111 I11\ 4 U N o z i h [ _ V 11 TV. c 4 2X BUCK 'm 4 d o= 2X BUCK W MASONRY 8 3a OPENING Z MASONRY z OPENING 4C MAX. > x V I o iOz a i N 11a 0o 0 a FRAME ANCHORING > C BUCK ANCHORING MUCK m e d 7Z o W} FA CONCRETE ANCHOR NOTES: I. Concrete °nCf Wr locations °t the cdnets may be adjusted to mNnfOvt the rtdn. edge distance to mortar joints. ° 2. Concrete anter Iocoftm noted as %W. ON CENTER' must he adjusted to maintain the min, edge defanco to narfar joi ts. additional concrete anchors En Z may be required to ensure the MAX ON CENTER-dimension aro not exceeded. R3. Concrefe anter tot*: "' c e z FRAME ANCHORING - i u 2X SND are 1 1709/11 C t 2xfRAnIRIGTO8E0FSIGSW svu. N.T.S. 0Y THE ENGINEER OR ARCHITECT ' e OF RECORD RASED ON WIND LOADS o.o . KV ° R AND THE CLAWING BBNG USED. cw ar. Li$ a Y WOOD SCREW I fAUATOON NOTES: n I. Maintain a n**num S/A' edge c1s once. 1' end distance. 6 I' O.C. spoailg of FL- 14918 2 n wood screws to prevent the spfit tg at wood. snln < a p a ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR 9 u O Y NTYP. 10 TYP. 3 N L a 1/r 1.1p• r IAPCON ELCO 1/r 1.1/1• 1' 4• UQRACON u O Y NTYP. 10 TYP. 3 N L y' O.C.(TYP.) -- O Y TYP. 3 N L P 13 3/rOVFRAII = t F: Q THK. GLASS : '' G! {°t „ • 14 5/37ANNEALED - i i ll c P_. I',` AIR SPACE . E p gzg m u 5/3r ANNFJ L® 2 2. 6 \lv' u g I/2 GIAtS gE 1 SITE GI GLAZING I U2 3/r OVERALL z THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 1HK. GLASS i BY EXTRUDERS LICENSEES IN `HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Qo a T4 5/3rTEMPEREO s V AIR SPACE N 13- 0- 2.9F 7 oa 2.95' -- — -- 6 - 5/37 TEMPERED OJS m I 1 fr GLASS a a I G2 GlAZ1NG DETAIL Lo o n Ln 14 IOCd Ei OLn I „ K o ID- o h - 0.84' -- I 10 r T 0 4 7.Ft-14918.2 1 1. 0 GLAZING BEAD SOFIXEDFRAME 9 § OI $ N u Blll OF MATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME WITH NAILING RN BY SILVERLINE #2902• VINYL 2 GLAZING BEAD BY SILVERLWE #221 T VINYL 3 B x r PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 1 2X BUCK SG>=0.12 WOOD B MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I/1"MAX. SHIM SPACE 10 BXl•1/2'PPHSMS STEEL 11 I/1' X 2-3/1" ELCO OR ITYV CONCRETE SCREW STEEL 12 2X FRAMING SG >= 0.12 WOOD 13 GLAZING SPACER STEEL 11 GLAZING SETTING BLOCK 16 STUCCO INSERT BY SILVERIWE #2922' VINYL P 13 3/rOVFRAII = t F: Q THK. GLASS : '' G! {°t „ • 14 5/37ANNEALED - i i ll c P_. I',` AIR SPACE . E p gzg m u 5/3r ANNFJ L® 2 2. 6 \lv' u g I/2 GIAtS gE 1 SITE GI GLAZING I U2 3/r OVERALL z THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 13 1HK. GLASS i BY EXTRUDERS LICENSEES IN `HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Qo a T4 5/3rTEMPEREO s V AIR SPACE N 13- 0- 2.9F 7 oa 2.95' -- — -- 6 - 5/37 TEMPERED OJS m I 1 fr GLASS a a I G2 GlAZ1NG DETAIL Lo o n Ln 14 IOCd Ei OLn I „ K o ID- o h - 0.84' -- I 10 r T 0 4 7.Ft-14918.2 1 1. 0 GLAZING BEAD SOFIXEDFRAME 9 § OI $ N u 2/15/2017 Florida Building Code Online gent H31E ADdlr gepR Dent Dl'Il IO ttS CDxLtCT De CR SCIS Home Log In User Registration Hot Topics Submit Surchorge Stats & Facts ba Product Approval IUSER: Public User Product Approval Menu > P'nduC If A001i 'eunn Sarrrh > Apohrpuon List > Application Detail FL S FL14918-113 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 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/ W DMA/CSA 101/1. 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 httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDquZRj59p/o21Drx2300PLxr2KHVtY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 1/5 2/1512017 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 ( d Page 1/ 2 i FL # Model, Number or Name i Description 114918.1 . 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 14918.1.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- I Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No EL14918 R3 li 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 1NST 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 i c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fn Weather Stopper"' Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 li 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 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 Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918 5.odf Mips:lAvww.11oridabuilding.orglpr/pr app dU.aspx?param=wGEVXOwtDquZRl599'o21Drx2300PLxr2KHV1Y2g3r%2bl%2fkKOkbg8iygGAA9lo3d%3d 2/5 2/1512017 Florida Building Cade 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.adf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 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 FOC 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 i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 H 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.ndf 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 Umits of Use Installation Instructions Approved for use in HVHZ: No EL14918 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 i 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 1. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 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 j. Series 2700 Model 2780 I Extruded PVC Picture Window with Nailing Fin Umits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 It Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 149W.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 FL14918 R3 II 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 I. 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 . hops://www.11oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwIDquZRi59%21Drx23O0PLxr2KHVIY2g3r%2bl%2fkKOkbg8iy9GAA%3d%3d 315 2/15/2017 Florida Building Cade Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed window/Sidelite with Nailing Fin Umits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 It 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 14918.1.3.0df 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 F114918 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 14918.14.120 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 Umits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II 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.odf 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 II Inst 14918.16.0f 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 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 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 11 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 14918.18.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 Sial 14918, iS.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 II Inst 14918.19.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.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://www.11oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwIDgtiZRj59%21Drx2300PLxr2KHVIY2g3r%2bl%2fkKOkbgBiygGAA%3d%3d 4/5 2/15/2017 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 11 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 INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. Go to Page _ d 0 O Page 1/ 2 d m FED NU: Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 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 of rice by phone or by traditional mail. If you have any questions, please contact 850.487.1395. •Purgram to Section 4SS.27S(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 b=. Product Approval Accepts: Credit Card Safe hllpsJAvww.11oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%43d 51`5 SilverLine' byAndersen WIND 0 W S W11 DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GENERAL NOTES I, This product has been evaluated ands in compliance with the 5th Edition (2D14( Florida building Code (FBC( structural requirements excluding the'Hgh Velocity Hurricane Zone' (HVHZ. 2. Product anchors shol be as Isted and spaced as shown on detail. Anchor embedment to base materid shall be beyond woll dressing or stucco. 3. When used in areas requiring wird bome debris protection this product is required to be protected with an Impact resistant covering that complies with Section 1609.12 of the FBC. 4. For bt stud framing construction. anchoring of these units shoo be the same as that shown for 2x buck mosomy construction. 5. Site conditions that deviate from the detaos of this droving require further engineering analysis by a licensed engineer or registered architect. 72.9T MAX OVERALL FLANGE WIDIH 72.0' MAX.OVERALL FRAME WIOM m m W = S0 O O P r n. n. TABLE OF COMMIM SFIEET 1 OESCW"ON 1 Typical "voftx dedp pressures 6 general rotes 2 Horizontal a vertical doss sections 3 Horizontal a vertical cross sections 4 Buck a from ancho&V 5 60 of materials detoL d components 72.9T MAX OVERALL FLANGE WIDIH 72.0' MAX.OVERALL FRAME WIOM m m W = S0 O O P r n. n. OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME O.L.O. TYPE DIMENSION r DIMENSION O POSITIVE NEGATIVE 72.98"x74.90" 72.0"x74.0" 67.0' x 69.0' i t$Q,Q -SQ,Q OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME O.L.O. TYPE DIMENSION DIMENSION DIMENSION POSITIVE NEGATIVE 72.98"x74.90" 72.0"x74.0" 67.0' x 69.0' G1 t$Q,Q -SQ,Q c BY. KV c as LFS uwo HO; FL -14918.8 ra I or 5 i 1 Z i i 11 fu 0 e. 11f• jjjj : F S 4 Pik iI/1 O •'i 0 _ gg 2 x Z U 9 i S 9 ° t Qmm5M161. F eZ50 ^ K, W a m 34hNzVl 2 3 4 EXTERIOR INTERIOR o 2 3 3I ii a Y m EMB. TYP. 7O Lo 11 7 v v N z v v•• o Gl INTERIOR O7 V arc: 11/09/ 1 1 = o 3 EXTERIOR se": N.T.S. i P.O. ON. KV o 1 HORIZONTAL CROSS SECTION 8 VERTICAI CROSS SECTIONCROSSSECTIONSFS3 aures No: a i 2 FC -14918.8 c SKEET _L Of 5 ~ o i 1 Z i i 11 F 1.v,• uiu 3le HORIZONTAL CROSS SECTION Sh)wnw/IXsub•butk EXFERIO 11 11 INTERIOR RIERIOR TERIOR it e e e 3 VERTICAL CROSS SECTION 3 OpUond mosoory A In 40 P* Aza 17 i lee i1nN 9d; n s4fe Z n 1 9n 2 VERTICAL CROSS SEC"ON 3 Shownw/IXsub•b.Ck 4 VERTICAL CROSS SECTION 3 OPIWO m.." A Air RIoI IS Ho.u2 arc: I I 09 11 3 0 suu: N. i.5. i O.C. W. KV CM. a,.. LFS 3 o•.r•w .o.• a FL -14918.8 2X BUC MASONRY OPENING 22.5 MIDI. nr mos t —I BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the carless may be adjusted to maintain the mbl edge distance to mortarJoists. 2. Concrete anchor locations noted os 'MAX. ON CENTER' must be adjusted to maintain fie min. edge distance to morfarjoint& oddtiond concrete onchors may be required to ensure the IMAX ON CENTER' dfinensbn are not exceeded 3. Concrete cncfor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT MASONRY TO ADJACENT EDGE EDGE ANCHOR 1TW • r 1' TA/CON z O 8 J\\\ ELCO1/1' 1.1/C 1' d' ULTRACON ur•• Y s 3$Zci WOOD SCREW 1NSTALLAIIUN NUIL3: I. Maintain a minbnum 5/8' edge distance. I' end distance. a I' o.c. spacing of wood screws to prevent the spfifffng of wood. 2X BUCK — FRAME MASONRY OPENING Ix BUC FRA MASONRY OPENING O.C. )TYP.) j 6• W Z I 3 TYP. ONRY 18 SILL 19 MASONRY SILL I o I O FRAME ANCHORING 2X BUCK 1 C MAY FRAME ANCHORING IX BUCK N.T.S. D m. KV LfS C x0- FI.- 14918.8 0.. f1-14918.8 m a OF 5 j O W Z yil Y z O 8 J\\\ J P ur•• Y s 3$Zci C. Li jaE S -4OTLL \ l FRAME ANCHORING IX BUCK N.T.S. D m. KV LfS C x0- FI.- 14918.8 0.. f1-14918.8 m a OF 5 j O W Z yil Y FRAME ANCHORING IX BUCK N.T.S. D m. KV LfS C x0- FI.- 14918.8 0.. f1-14918.8 m a OF 5 b elu of MATERIALS ITEM DESCRIPTION MATERIAL I MAIN FRAME 8Y SILVERUNE N52-2151' VINYL 2 GLAZING BEAD BY SILVERUNE N52-2217' VINYL 17 IX BUCK WOOD 18 3 N 10 X 2• I/2" PPH SMS STEEL I/4' % 2• I/4" HWH ELCO OR RW CONCRETE SCREW STEEL 6 GLAZING COMPOUND SILICONE 2 7 2X BUCK SG >= 0.14 W000 314- OVERALL 13 4 ryu P% logoo 8 MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING f0 ACI CONCRETE TM GLASS N on z v 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 g5C 9 $ z 9 1/C MAX. SHIM SPACE 14 I SnT ANNEALED y Q Ly p 9 C WdI1I/P % 2-3/4PFH ELCO, OR (TW CONCRETE SCREW STEEL VI J R C 13 GLAZING SPACER STEEL AIRSPACE E14GLAZINGSETTING Z Q\ 6 5/3?ANNEALED 1II 1/rGIASS SITE zyTHEAPPROVEDWHITERIGIDPVCEXTERIOREXTRUSIONSFORWINDOWSARETOBEPRODUCED BY EXTRUDERS LICENSEES IN "HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Il 1 3 z YppU u o j n C3 a oo c ZO I a N 8 IID—no O L Atc u oOc: 11109111GUNBEAD SME; N.T.S. i owc w: KV o Ow w. Lrs 3 MAW FRAME1 oti..Oc wo, o FL-14918.8 cn scQ Or y5 O BLOCK 17 IX BUCK WOOD 18 I/4" %3.1/4"HWH ELCO OR IIW CONCRETE SCREW STEEL 19 I/4' % 2• I/4" HWH ELCO OR RW CONCRETE SCREW STEEL 11 2/15/2017 Florida Building Code Online r Business & u ProfessionalRegulation SCIS Home Log In User Registration Not Topics Submit Surcharge Stats b Fads Publications F8C Staff SCIS Site Map Links Search F rida a Product Approval USER: Public User Product Approval Menu > Prnduft or ApptiraUnn Sea:rb > Aopkrntlon List > Application Detail 41M 1, FL # FL13192-R4 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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. 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. 0 Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Independence.POF 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 FL13t92 R4 Eauiv ASTM C1186 Equivalency Sloned.odf httpsJhvww.noridabtilcing.org(pr/pr app tl.aspx?param=wGEVXQwtDglsk%2bGnUL47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZstgA%3d%3d 1/3 2/1512017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL # i Model, Number or Name Description 113192.1 ( Cemplank Lap Siding I 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 II ER RIO -2553.15 Plank metal wood.odf FL13192 R4 11 ER RIO -2557-15 Plank Shinole CMU.odf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathing.odf FL13192 R4 11 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 -2557-15 Plank Shinale CMU.Ddf 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 13192.2 I HardiePlank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL13192 R4 11 ER RIO -2553.15 Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO -2557.15 Plank Shingle CMU.2df Impact Resistant: N/A I FL13192 R4 11 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 1S- FL13192 R4 11 NOA 15-0122.04.odf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports j 1 FL13192 R4 AE ER RIO -2553-15 Plank metal wood.adf i FL13192 R4 AE ER RIO -2557-15 Plank Shinole CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathino.odf FL13192 R4 AE NOA 1S-0122.04.odf Created by Independent Third Party: Yes i 13192.3 i HardieShingle Individual Shingles I fiber -cement individual cladding shingles ; Limits of Use I Installation Instructions Approved for use In HVHZ: No FL13192 R4 11 ER RIO -2555-15 Shinale metal wood.odf I 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: 1 Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.odf i I Created by Independent Third Party: Yes 13192.4 HardieShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL13192 R4 11 ER RIO -2555.15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO -2557-15 Plank Shingle CMU.2df Impact Resistant: N/A FL13192 R4 11 Install HardieShingle Siding.odf Design Pressure: N/A I 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 -2557-15 Plank Shingle CMU.Odf Created by Independent Third Party: Yes L- 13192.5 i Prevail 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 httpsl/www.11oridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwIDgtsk%2bGnUu47ogxmaHRnH11D4CXwhKRgKDf7RrxWwZsbgA9'o3dVo3d 2/3 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 1S- 0122.04. FL13192 R4 11 ER RIO -2557.15 Plank Shingle CPIU.odf FL13192 R4 11 ER RIO -2577.15 Plank to WSP Sheathing.Ddf FL13192 R4 11 Install Prevail Lan Sidina.Ddf FL13192 R4 11 NOA 15.0122.04.odf 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 -2557-1S Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.Ddf FL13192 R4 AE NOA 15-0122.04.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. Cooynaht 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 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effecbve October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls 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 click here . Product Approval Accepts: Credit Card Safe httpslAvww.Iloridabuilding.orglpr/pr appdtl.aspx?param=wGEVXQwIDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgAP/o3d%3d 313 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. J HardiePlank N >2. Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 MR INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS' PRODUCTS Ilsit y/wAmmeshardie con for the most recent versicn. 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 HZ10® LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: I L CUTTING IN Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at bull forms. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. OUTDOORS MOORS I. Posn on cueing smtcn so tar verd w0 Mav di st array !ions user t Cut only us.rg score and snap, or shears (manual, ele0is or preumaoc). aryl olws •n w.odrirg area. 2. Positron curdrg station .n well•vena1ated area 2. Use nee of Te follov.,rg methods* a Best: 1. Score and snap I.. Shears (manta, electfc or pre uratic) - NEI/ER use a power saw indoors b. eater: i Durst raducag molar sim r erf rpped veer a • NEVER use a crcift saw blade ftt rices rot carry the FLrot0e6far1e aw Maria ra(4rrark F4vd.eBlada• saw Wade ar:d HEPA vaaum a miction IIIEwER dry s•raeo - Use wet suppression or HEPA I/acuum c. Good: I. Dust rethr5r•g circular snv oath a HardeEllarle saw Made oriy use'er'ow to moderate arirg) tlrporty.1 We. For rr3amum prolection (vxw respuaMe d r, piod.cucn), James Hard a recmimertds; ahmys using—Best"—level curtuvg mall -ods vhere leasble 1,110SH-approved resGrms can be used -n oon tMon vadh above wing practces fro Vft raAa dust e/M les. Addi mal eyposule (Woimxt on s avaMle at •mvw.;arreshanfie.corn to help you daiermne d'a most appiopna:e wrung me#vl fa yar ,ob mWramen3. d cuwn sNl assts abort arposure !bels or yes do not o"/ with rite above lwaaces, you shuld aAra•Is ecrst r, a gluiblied Msural k-gfenSVX contact James Harr°.e'ar 'usher mtormaCm — I - GENERALGENERAL REQUIREMENTS: HardiePlank- lap siding can be installed over braced wood or steel studs spaced a maximum of 24" D.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 :grow. 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 housewrap', :which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. 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 wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. construction Construction Do not Install James Hardie products, such that they may remain in contact with standing water wratewasistne bander let -In nracrno HardiePlank lap siding may be installed on flat vertical wall applications only plmmoo or 2a o c. coati For larger projects, including commercial and multi -family projects, where the span of the OSB sheattim 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' at www.JamesHardie.com. DO NOT use stain, oiValkyd base paint. or powder coaling on James Hardie' Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 Nail lne(II nail ine ,s not are required by code (cis refd2ncrd 20091RC Std present place R703.3.2) tt fastener A. Joint FlashingJames Hage recommended) ber:,een 3/4• 1 • from top B. Caulking' (Caulking is not recommended water- r a• Isom of plank) for ColorPlus for aesthetic reasons as the eotgeol pLvrk Caulking and ColorPlus will weather differently. For the same reason, fi shnhq do not caulk nail heads on HardeZone • ColorPlus products.) HardiePlank sKbM C. "H" jointer cover install obn+s in mooer3te contact at bun )*Is vnter-rlief e barrier taslanen install a I 1/4' darter strip to ensuri a consislem olank amye leave appiopliam gata beMe n planks and trim. then G7tek •.. Note: Field painting over caulking may produce a sheen difference when compared to the field painted PiimePlus. 'Refer to Caulking section In these instructions. For additional Information on HardieWrap' Weather Barrier. consult James Hardie at t •866-aHardie or vpmy.hardiewrap.com WARNING: AVOID BREATHING SILICA DUST James FLddta' moducls contain iesplrade crystalline sd11a. which is mown to the State or C,ldoi is to cause cancer and is consider rl by IARC and MOSH to oe a cause of cmw trod some occul)Uand swrcas Bneatfung ii)rcesrve amounts of rewmVe silica must Cann also cause a disahling ,aid aetentiaAy fatal lung d deme Callen suBcoss. Intl tors been linked :nth other diseases. Some studies suggest smoking Troy increase chase nisi,s Ourag nutalliunn ar teo11Sing I t t : irk m outuoor areas w+tun an:de vemiattah; r21 use hber cet^ent shears for cutting a. when nct feasuak, usa a HardiaB4xe' sa v oLda 3rn dust-reuuong CUCular saw anacheo to a HEPA vaolum.131 wrrn others in the irrmetfiate area: 131 :.ear a plDDelty-Ilned. 11IOSH-alaDrart.'d dust nask or iesouatcr ie g. fl -W In accordance .wth apobraote government regulauons 31111 r rinufacltsen instructions to lusher limn raspuaola Sider e-,poslues L'twMg ce3n•uD. use HEPA vaalums or :vat ctevw n•eihocs • newv rby s• eeo For runhcr information, ieten to atu owallauon instuuwns anti Material Saitty Cam Meet rriWblD 31 .vt:,v.Wrteshardle.don or by callirg t-&CO.9HAADIE (I -SCO.3.12.7343) FAILURE TO ADHERE '0 OUR YyARNINGS AISOS. A:ID PISTAUA i ON VISTRLC-IONS kW( LEAD TO SERIOLS PERSOt1AL OLILRY OR CEATH. HSlllig-Ylre. p,t3 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Roof to Wall Horizontal Flashing Z -Flashing t• Min. VV Do not caulk Figure 7 Figure 8 Figure 9 Figure 5 Kickout Flashing 01 J-1. uired by x4" Figure 10 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas r Figure 12 Drip Edge F 2JLwll Figure 6 Slabs, Path, Steps to Siding id" -T' Figure 11 Mortar/Masonry Figure 13 Figure 14 Block Penetration Valley/Shingle Extension Eatird "g, at ft w ,•out FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank' lap siding products. Face nailing should o0/ 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. roofing nail (0.121 " shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.575" 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 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" 11 ga. roofing nail (0.121 " shank x 0.371" HD x 1.75" long) Ribbed Waler-head or equivalent (No. 8 x 15/8" long x 0.375" HD). Oc2max t'ita;L , Figure 15 NO Line Na.) I j / water Resistive1tp-mm earner Ovenap 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. 8-18 x 1.5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET 8 F pin of equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.22 i" HD x 11- 1 /2" long)* Figure 16 Minimum overlap for Both Face and Blind Nailing min.11/4" ov 24" — O C mar 1 114- min ovenap 1 J oo tarn nal i l waler esmrve berner Laminate sheet to be -removed immediately after installation of each course for ColorPlue products. When face nailing to OSB, planks must be no greater than 9 1/4" vide and fasteners must be 12" o.c. of less. Also see General Fastening Requirements. and vow considering allerna0m laslening options refer to James Hardie's Technical Sullebn USTB 17 • Fastening Tips for HardiePlank* Lap Siding. HSIII19•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 water, or in very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservalNe-treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk. fill mail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit (lush to the plank with a hammer (For steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. 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 anachmeni 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) countersunk. fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, oiValkyd 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. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specilications. Back -rolling is recommended it 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. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and curing 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 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 -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 rechnology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third oarty touch -tip 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 Wairanby. PAINTING JAMES HARDIE- SIDING AND TRIM PRODUCTS WITH COLORPLUSO 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, dirt, 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 w0ttan instructions regarding coverage. application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section Fist 1119-P3l4 6x13 y >o COVERAGE CHARPESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK" LAP SIDING WIDTH so 51.4 6114 71A 7112 8 8114 9114 9112 12 l so= too s4.ft ) (exposure) 4 5 6 6114 63/4 7 8 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 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 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 12 300 240 200 192 178 171 150 150 112 13 325 260 117 208 193 186 163 163 121 14 950 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 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 5C0 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: In accordance vndm ICC -ES Evaluation Report ESR -2290. HardiePtankp lap Wing is recognized as a suitable alternate to dW spenfred in: the 2006.2009.32012 Imernational Residential Code lot One - and Two•Famrly, Dwellings. and the M. 2D09. d 2012 International Building Code. HardiePlank lap sli irg Is also recognized for application in the folrnmng City of los Argues Research Report No. 24862. State of Florida kstng FLa889. Dade County, Florida NOA No. 02.0729.02. U S Dept of HUD Materials Release 1253c, Texas Department of Insurance Product Evaluation EC -23. Cot of Now York MEA 223.93-M. and CaliWn is DSA PA -019. These documents should also be consulted lot additional information cencemutg the suitability of this product lot specific applications. 2013 James Hardie Budding Products. An rights reserved. Additional Installation Information, Tim $M. and 0 denoie trademarks or regis a registeredtradered tr dem 01 JatresHaroisTeCrnotogylirnted.:;rsareg6teredbademark Warranties, and Warnings are available at rN JamesHardieofJamesHardieTechnologyLimitedvuww.jameshardie.com Parelfast is a regLuered trademark of ETBF Fastening Systems, Inc HS11119•P414 6113 2/15/2017 Florida Building Code Online Business & Professional Regulation r SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats 4 Facts Publications FSC Staff SCIS Site Map Links Search Florida a Product Approval USER: Public User ProduG Approval Menu > I'mdort nr application Searr.'f > Applirgi0on List > Application Detail FL If 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@jameshardle.com Category Panel Walls Subcategory Siding 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 Ronald I. 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 FL13265 R2 Enuiv ASTM CI 186 Eauivalencv Sioned.odf htipsJ/www.8oridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkne9YuSa/o2bAvrIW7KTav2gCcCpga/o3d%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 5ummary of Products r FL # Model, Number or Name Description 13265.1 Hardie5offit Panels HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13265 R2 11 ER RIO -2554-15 Soffit wood metal.odf Approved for use outside HVHZ: Yes FL13265 R2 11 Install Hardie5offit Panel.Ddf Impact Resistant: N/A FL13265 R2 II NOA 15-0122.04.odf 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 0122.04. Evaluation Reports FL13265 R2 AE ER RIO -2554-15 Soffit wood metal.Ddf i FL1326S R2 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes flack `+cat Contact Us :: 2601 Blair Stone Road, Tallahassee Ft. 32399 phone: 850.487.1824 The State of Florida Is an WEED employer. Coovriaht 20D7.2013 State of Florida.:: Privacy Statement :: Access tilh v Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: rsn Credit Card Safe hitpsJ/www.floridabtiilding.orgfpr/pr app dtl.aspx?param=wGEVXOwtDgvRk6bsvZ66FOMz7xGPgknegYuS%2bAvrIW7KTav2gCcCpg%3d%3d 2/2 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. HardieShing lErI 10" Siding JamesHardie STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 0 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS `n PRODUCTS visit ,mmA ameshardie corn for the most recent 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 HARDIEZONEa INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS OUTDOORS INDOORSStoreflatandkeepdryandcoveredprior to installation. Installing siding wet or saturated may result in shrinkage at bun joints. Carry planks on edge. Protect edges and comers from breakage. James9 Hardie is not responsible for damage caused by improper storage and handling of if>c product. I. Pbsi'uon cunrg s on so drat veno vol bto:•r (hat aey from user aril others n working area. 2. Use are d J e'ollowng meftds: a. Pest' i Sears (marvel. dtemic a pneumabo b. Better: i Dust rftx-g cralar saw egopped vnth a Farrtie8l" sa i blade ant NEPA wium eiraaaron c. Qw: i Dist ratvV amiar s'hvvelh a H,vd:eStnda sin Made Ill N use fo 'ori io Mamie curav n. Cut only us rg shears (manual, electric or pneumaucl. 2. PosiLon tuning siaaon m well-venll ated area NEVER use a paver save -ndDors WIER tba a cralar shv MaW that does not Cam/ d•E Hardee" saw Made batkrraik NEVER dry sweep - Use wei suppression or HEPA Vacuum Impobrott Pima For malomum poiecuon (miest respirable (fist pod;cdon), James Horde recommends Avays using'Bast'-level outtsv mem .%here feasMe. MOSH-iWomf r05pa as lar be Used n conit Koran. -At above cutting praCvtes w -brief lethxe dist a osues. Pddwn al ewst re fnlormaum s avalable at vawi.)arr,—Jette cpm to help yotr (Irzmne 3•a most appoprate a6r•g med od fo yar iib rtithrtrements.;I wxmn sg ews about erpost re %xU or you do rot comply with the abae pacues. you should alvrays cons,lt a gwilified rdusurd Irlgierast or consul Jimes Hnnte to kOci niometran. crrxra GENERAL REQUIREMENTS: HardieShingle siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. 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 housewrap'. which complies with building code requirements. When installing James Hardie products all clearance details in figs. 1,2.3,4.5,6 Z7 must be followed. Adjacent finished grade must slope away 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 in contact with standing water. HardieShingle siding may be installed on vertical wall applications only. DO NOT use stain, oil/alkyd 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 Co. foundation 6' starter course Maintain a minimum 1" - 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 deck at 1 2' At the juncture of the root and vertical surfaces, flashing and countedlashing shall be installed per the roofing manufacturer's instructions. Provide a minimum 1" - 2" clearance between the roofing and the bottom edge of the siding and Iron. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST arm fthdie' poducts contain resdraMe crystalline silka, which Is kno:•m to the State of GUttorn3 to cause ,.inter and is corsrdereo oy IARC inn NOSH to be a cause of cancer tram one ocanadonal sources Breathing euessive amounts or iesprable amici dust car also muse a disaoling and poterinaily faW lung aisease Galled siuoosis. and has been linked .rich other diseases. Solim slides suggest siroking may Increase these fists. Dining installation a handling:) n) cork in outoebr areas with amote vennaahon. l2) use ilce ewnent shears Ill Doing or. where nor Ie3siWe, use a H,idreelada- saw blade wid duswerhlag gala sur ailache u to a H PA vacuum: (31 barn otims In the imreutate 3te3; ill) wear a pioperiv-1ilted. NOSH-maoved dusk mash of iwpiratoi (e.g. 14-951 in accordance Wath waicable government regUatio s too manuracturei instructions to further rural rewhaule slim a„00sures. Doing clean -w. use NEPA vacuums o wet cleamo nelhaB - never dry sweep. For tuner ntornnbon, rere to as installation instructions and Material Safeh• Data Sheet wilaok at eAvw.jameshardo.com or Dy calling t •a00.9MAI)CE it •&00.9,12.73431 FAILURE TO ADI IERE TO CUR WAPMG.S KISDS, AND e1STALLITION INSTRUCTIONS MAY LEAD TO SERIOLS PERSONAL WL1lAY OR DEATH. 7 ” HS)1121-P)15 6/13 Maintain a 1/4" clearance between the bottom of James Hardie" products and horizontal flashing. Do not caulk gap. Figure 5 adtng Do not 1/4' gap Caur 4r gashing Maintain a minimum 1" gap bemeen gutter end caps and siding & trim. Figure 6 siding fascia I gutter and end cap Figure 7 KICKOUT FLASHING r•, of the volume of water that can pour down l /1(, Because a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidevall. The roof must ba flashed with step flashing. Where the roof terminates, install a kickout to deflect water srr•rmu.rd rmea mmibroe away from the siding. It is best to install a self -adhering membrane on the wall no~' before the subfascla and trim boards are nailed I f % in place. and then come back to install the kickout. II 'Ke• ^ Figure 7, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection. install a "kickout" as required by IRC code R905.2.8.3 : `...hashing snall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° - 110" to maximize water deflecuon TRIM CONSIDERATION: Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). Figure 8A Figure 88; Figure 8C Figure 8D I GABLE INSTALLATION: BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Y4" 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 do'nrn 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 t/a" it you are starling above a band board 4) Set the bottom of your 1 %" starter strip at that line 5) Place your 8 Yj" 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 If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately %" above Key ways 5 per full panel Center Mail can be either one of the keyways. Stay by keyway to avoid shiners) (EX1) Blue Dots show nail placement 8) Measure up 7" with straight and 6" with Staggered edge and snap a caulk lime 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 way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (E,Y2) 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 aun rA roe Figure 10 smite 5110 Figure 11 3., -surer ewsea MUte w• to meet Soap rivA arc Woe vmh uwor q+p Smo crt0. um w train scar nws It eoof the W bom boltrm ceae u N¢ let :ed rqeaNVor tavaiuN vm of suter mss r r i i r e r Figure 12 Figure 13 Figure 14 u50 kb Ote Mrd nen 9 9 setoMr.,Irrxpnat peons urre. r r51 +Ar1Yk• utas 011 G;Np !N0. Ir1e b'Y 11.'e2ioatlea0t 3", GIA uL 7' lar alirti U^. ) res wrer ar»:e i a mn for aooro swan too a ro:e baijrs.n second roti 0: shNljle3 tree rAv at shinoes rghl y1,Nt Irr! i JO IPanels can also be installed direct to srud up to 2d"OC. Mote: Snapped chalk lines help guide installation, when installing straightedge panels or Individual shingles use a straightedge on bottom edges if uniform siraxjhi edge is desired. HS11121 P215 8113 HARDIESHINGLE"'STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening Steps 1.4 HardieShingle', Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle, Staggered Edge Panel Installation IInstallHardieShinglespanelswithjointsbuttedinmoderatecontact. Due to 15 7/8" overlapping of the joints, caulk is not required except where panels abut trim panels boards. (figs 15 817). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip. then install a 8.1/4" wide HardiePlank' lap siding ------ starer course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 R 17). When installing over a band board of 1/8" min. 16" or 24" Trim gap for o c _ caulk t I n 1 11 1 11 DO NOT NAI,. THROUGH THIS AREA M-1140. I water -resistive barrier sheathing I nII II flfl ll TT -7- any horizontal surface, leave 1/4 gap bebr/een bottom of siding and flashing• course tnm fust panel 8 1/4" 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course / . to hit center or HardiePlank' starter position nails on nail line and secure into framing. furthest stud lap siding strip along the wall. Only when application is to minimum 7/16- thick APA 4) Start the second course. by removing the equivalent of one full stud rated sheathing, position nads on nail line spaced a cavity (t 6" or 24" OC), again abutting the cut end into the trim (figs 15 8 17). maximum of 113/4' o.c. Allow 3/8' from panel edges steps 5 a 6 This is to prevent pattern repetition. Repeat step 3. 1/8" min. gap for caulk 5) Start the third course, by removing the equivalent of two full stud cavities (figs 15 817) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third a 1 n Note: For aesthetic purposes you may trim Second ; the bottom of the panel to create a straight course edge. If doing so, ensure all cuts ends are course property sealed and painted (fig 14)irri -- -- Figure 16 1/4" 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.ft.) of product coverage = approximately 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 INSTRUCTIONS ABOVE Steos 1 .4 Figure 16 steos536 Trim 1/8" min. 16' or 24"y water -resistive 1/8" min. gap for O.C. I barrier gap for I 11 II I I II ll DO NOT NAIL THROUGH 7 TNISAREA 1 + 1 1 1 1 15.1/4' pagers : 3/8" second trim first panel ei" 1%" course to hit center of HardiePlank' starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7/16" thick APA rated sheathing. position nads on nail line spaced a maximum of 1314" o.c. Allow 18' from panel edges HARDIESHINGLE° STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available to 43" lengths. Pieces needed for one square 000sq.h.) of product coverage = approximately 43. based on maximum 7" exposure HS11121 2315 03 HARDIESHINGLE°INDIVIDUAL SHINGLE INSTALLATION HardieShingle' Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16" thick Figure 18 Trim 1/8' min sheaUling. --- -- 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 tot fWng HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle" Individual Shingle Installation Due 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 (fig. 19). 15-1/4" 1) Install 1 1/4" starter strip and a 8 1/4" wide HardiePlank-" shingle siding starter course. J- 2) Install first shingle from the end abutting trim. Install widest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1 /8" gap for caulk at trim and continue the course along the wall. 4) Start the second course. leaving a minimum lap of 1 1/2" between successive courses. again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLE° 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 HARDIESHINGLEO HALF -ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingle Half -Round Panels to both Iraming and to 7/16" thick APA rated sheathing. HardieShingle Half -Round Panel Installation Install HardieShingle, panels with joints butted in moderate contact. Due to A 19, Figure 19 15-1/4" shingle " I7' max. exposure A--- portion nails on nail line a 8'/." I Y;, minimum 3/8' from edge HardiePlank' starter lap siding strip Figure 20 trim board overlapping of the joints, caulk is not required except where panels abutt 1/8 gapfor trim Hoards. (fig. 20). Enswe keyways do not line up on subsequent courses. caulk I) Install a 1-1/4" stager strip, then install a 8.1/4" wide HardiePlank, lap siding starter course. 2) Place first panel so that panel end centers over stud. Trim panel as 151/4" needed. Butt the cut end into Inin 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. L 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. J) Start the second course. by removing the equivalent of one full stud cavity 16" or 24" OC), 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 & 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 position nails into framing througn previous courses. I Only when application is to minimum 7116' thick APA rated sheathing, position nags spaced a maximum 13 3/4' o.c Allow 3/8' from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. it.) of product coverage=43 pieces with 7" exposure. water -resistive barrier' space shingles max 1/4' apart eave a min. lap f 1.1/2'behveen tints in succesive ourse 1 1/4' starter strip 8-1/4" HardiePlank' lap siding HS11121 P4/5 6/13 with the widest pail ofAInstall the shingle placed downwards Figure 20 trim board overlapping of the joints, caulk is not required except where panels abutt 1/8 gapfor trim Hoards. (fig. 20). Enswe keyways do not line up on subsequent courses. caulk I) Install a 1-1/4" stager strip, then install a 8.1/4" wide HardiePlank, lap siding starter course. 2) Place first panel so that panel end centers over stud. Trim panel as 151/4" needed. Butt the cut end into Inin 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. L 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. J) Start the second course. by removing the equivalent of one full stud cavity 16" or 24" OC), 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 & 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 position nails into framing througn previous courses. I Only when application is to minimum 7116' thick APA rated sheathing, position nags spaced a maximum 13 3/4' o.c Allow 3/8' from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. it.) of product coverage=43 pieces with 7" exposure. water -resistive barrier' space shingles max 1/4' apart eave a min. lap f 1.1/2'behveen tints in succesive ourse 1 1/4' starter strip 8-1/4" HardiePlank' lap siding HS11121 P4/5 6/13 CORNER DETAILS 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 (1'7 thick trim WINDOWS AND DOORS ' 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 opening and using the resulting piece may throw off the spacing above the break. PNEUMATIC FASTENING GENERAL FASTENING REQUIREMENTS Figure S 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, hol-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 if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (rig. A) Do not over -drive nail heads Or drive nails at an angle. II 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). Do not use aluminum fasteners, staples, or clipped head nails. 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). 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 ASTra1 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 Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING countersunk, DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie' Products. James Hardieproducts must be painted within 180 days for primed product and 90 days for unprimed. In addition non ColorPlus' product versions of HardieShingle' Siding snug (lush till & add nail DO NOT DO NOT require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. COLORPLUSO 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 ColorPlus• Technology touch up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardieShingle' 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 coaters, 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 HARDIEa SIDING AND TRIM PRODUCTS WITH COLORPLUS's TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is dean, dry, and free of any dust. dirt, or mildew Reprinting is normally not necessary 100% acrylic topcoats are recommended DO NOT use slain, oiValkyd base paint, or powder coating on James Hardier Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECOW11011: N accordance :wth IMES Evaluation Report ESR -2290. HardieShingle lap siding is recognized as a suitable alternate to that specified in: die 2006.2D09.820121rrtenathonel Residential Cade for one- and Two -Family Dwellings, and the 2006.2009.8 2D12 International Buo" Code.. Hardt ingle rap siding is a6o recognized for application in the fodordng: Gty of Los Angeles Research Report No. 24862, State of Florida liistig FLN889, Dade County. Florida NOA No. 02-0729.02, U S. Dept of H LID Wwrials Release 1263c. Teras Department of Insuraw Product Erabauon EC -23. Gry of New York MEA 223.93-k1, and California DSA PA -019. These documents shaid also be consulted for additional informaton concerning the suitabi iy of this product for specific applicotiors O 2013 James Hardie Building Products, Inc All rights reserved. Please visit wm.jameshardie.com for Additional Tk1, Sk1. and ® denote trademarks or registered trademarks of Product Information and Availability, Ja m esHa rd ie James Hardie Technology Limned. 7 is a registered Installation Information, Warnings. and Warranties 1 trademark of James Hardie Technology Umhted HS11121 P515 6113 nowDA m Business & Professional Regulation BCIS Home Log in User Registration Hot TOPICS Vr Product Approval 91 USER: Public User Florida Building Code Online I U / rcm amm Submit Surcharge : Stats G Facts Publications FBC Staff SCIS Site Map Links Search Product ADorpval menu > Prnd4f.: or Appb[atien $?arrh > ACCIK0110n 1_)St > Application Detail FL 9 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@aluminumcoilsinc.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 e Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 SoffitS.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code https://www.0oridabuilding.orglpr/pr app dll.aspx?param=wGEVXCwtDquk24AUC% 21EHMrNrkL4bysALEZSXMjsX5GEOp/o2f1CXZYpyxA%3da/o3d 1n 2/152017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 Summary of Products FL S Model, Number or Name Description 12194.1 , Alumunum Coils Aluminum Soffit Units of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A IDesign Pressure: +80/-90 Other: See Evaluation Report for limits of use Aluminum soffit panels Installation Instructions FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.Ddf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports 1 FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 offits I Created by Independent Third Party: Yes Sack EE) Contact Us :: ' "' BI -Ir eta- Roetl Tall+hassre FL 32399 Phone' 850,487.1824 The State of Florida is an AA/EEO employer. Copvriehl 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida late, 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveOne. The cmalls provided may be used for official communication with the licensee. However email addresses are public record. If you do riot wish to Supply a personal address, please provide the Department with an email 800:dick55, F.S., please made here . able to the public To determine If you are a licensee under Chapter Product Approval Accepts: iChd Credit Card Safe httpsJMrww.iloridabuilding.org/pr/pr app dll.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXZYpyxAYo3d%3d 2n 111 1 TRINITY! ERD i EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #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 611320-3 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 LABELING: 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: c pe• Vii': Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983' W - Jtn.,na,,•s The facsimile seal appearing was authoilted by Robert Nleminen, P.E. on 06/23/2015. This does not serve as an electronically signed document. Signed, sealed herdcoplcs have been transmitted to the Product Approval Admtnisuator and to the named client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a Trinity ) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products 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 TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 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 HAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: Enfint 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 in= /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. 5.4.1 "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 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 5.4.3 Use of Appendix 2 is limited to enclosed buildings (GCpi = ± 0.18), no load combinations (Kd = 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. 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 A13360.02.D9-R2 Certificate elAuthorisation #9503 FL12194-R2 Revision 2: 06/23/2015 Page 2 of 3 f J 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 FBC 1710.9. B. MANUFACTURING PLANTS: Contact the noted CIA 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 - QUA9110; (813) 621-5777 THE 16 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A13360.02.09-112 CerUJJwte OlAuthorlrotion #9503 F112194 -R2 Revision 2: 06/23/2015 Page 3 of 3 Q'P TRINITY I ERD 0 740" 238" F' CHANNEL (3/8') ALUMINUM 0.0165" nominal thickness Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Nieminen, PE -59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0.125 TYP. 2 625 REF. 50 TYP. OI00000 00000 000000 00000 Y10 000000 00000 VADE LMMR PAnrgm (rut 1 Vu F1 t0VYERS FORMEO W SAME OiRECRON AS RIBS) Evaluation Report A13360.02.09 -R2 for FL12194-R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 TTRRINITYiERDE Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A33360.02.09 -R2 for FL12194-R2 Certificate of Authorization N9503 Aluminum Cods, Inc. Robert Nieminen, PE -59166 Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 TRINITY I ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: 71 Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 I & 2 12 F -Channel (nailed to wood or block) Fascia Cap +40.0 / -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 J -Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6.7 8-1 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 J -Channel (stapled to wood) Fascia Cap +235/-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. "MOP' = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The 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 = + 0.18), 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„ = 3 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. 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. O 7 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] ERD Evaluation Report A13360.02.09 -R2 for FL32194•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. IX -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. 40.0 min. 1.25 -Inch crown staple 3/16 -inch head embedment diameter trim nail One (1) Min. One (1) min. 1Y.-inch 0.097 -inch One (1) min. long x0.072 -inch 2. 12 or CMU diameter T•nail 24" o.c. wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 40.0 block or stub -nail, crown staple 3/16 -inch head min. diameter trim nail embedment Min. 3!3" h -)*l dia. nail with min. !I." engagement(for wood substratal or min. 0.097" d1a. T -nail or stub nail with min. 518" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06123/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 2 of 14 J TRINITYERD Table A -la: System No. i & 2 - Exposure B Eave Height (it) Pressure Zone Eave Height (ft) Pressure Zone Eave Height (f t) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 0<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 -lb: System No.1 & 2 - Exposure C Eave Height (it) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 0<h<15 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 S OK OK NO NO NO 40<h<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50 < h < 60 4 OK OK Ox NO NO 5 OK OK NO NO NO Table A -1c: System No. i & 2 - Exposure D Eave Height (it) 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 S OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 30<h<40 4 OK OK NO NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09•R2 for Fu 2194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2. Page 3 of 24 TABLE A-2: SI -inch Span, F -Channel (stapled to wood) & Fas wall Side Fascia Cap F -Channel Max. Max. Substrate Fastener SpacingSystemSpan Max. No. inch) Substrate Fastener Spacing inch long x 0.072• 448.0 Wood Y.•Inch crown 8` o.c. Three (3) min. 64.2 staple min. Y. -inch head 120 Y. x''/. -inch diameter trim nail 3. 12 wood crown staples 24` o.c. 200 q OK in a diamond OK OK OK OK pattern OK 3/4' x I/4' CROWN STAPLES USING A DIAMOND PATTERN I I J TRINITY ERD ia Cap Eave Side Soffit Fascia Cap Max. Max. MDP Substrate Fastener Spacing Fastener Spacing psf) One (1) min. M One (1) min. Y. x inch long x 0.072• 448.0 Wood Y.•Inch crown 8` o.c. Inch diameter x a8' O.C. 64.2 staple min. Y. -inch head 120 130 diameter trim nail ISO OPEN RAFTER FACIA BOARD J FASCIA CAP 3/4' x 1/4' CROW" STAPLE 'B' ON CENTER I -3/4' TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLEO WITH THE O.C. NNUNG FLANGE UP OR DOW. SOFnT- max. 12 -inch span SUBSTRATE SOFFIT STAPLE I DIAMOND PATTERN JLKT40X1' i 1-3/4' TRIM NAIL FACIA BOARD PAINTED S.S. FASCIA CAP 3/4' K 1/4' CRV#M STAPLE SOFFIT SOFFIT & FASCIA D AI Table A -2a: System No. 3 - Exposure B Basic wind Speed (mph) Eave Height(ft) Pressure Zone 110 120 130 140 ISO 160 170 180 190 200 q OK OK OK OK OK OK OK OK OK OK 0<h<30 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK 30<h<40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK OK 40<h<50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK NO 50<h<60 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity ERD Certificate of Authonzation #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 4 of 14 1 TRINITY i ERD Table A -2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 180 190 0 < h < IS 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) 140 150 160 170 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 I 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 A33360.02.09 -R2 for FL32194•112 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Niemmen, PE -59166 Appendix 2, Page 5 of 14 a , L' TRINITY ERD TABLE A-3: 22 -inch Span, J -Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side 1 -Channel to Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 Substrate Soffit to 1 -Channel 190 Soffit Fascia Cap 4 OK Max. OK OK OK OK Max. OK Max. OK Max. NO Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) OK OK OK OK OK One (1) OK S OK OK OK OK OK OK OK OK NO NO 50<h<60 One 11 min. 1Y.- OK OK OK OK OK Three (3) OK min. N8 x OK NO 1) NO inch long xmin. Y. x Y.• Y. -inch min. min. Y. x 0.072 -inch 48.0 4. 12 Wood ninchcrown 24' o.c. long xlongxch 16- o.c. Wood Y. -inch 8- o.c. diameter x min. 48" o.c. staples in crown Y. -inch head 64.2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER X 1/4' CROWN STAPLE '24' CENTER USING A DIAMOND PATTERN I J—CHANNEL 1-3/4- TRIM NAIL acrowed to corrit PANTED S.S. 48' with one(1) M9 x 1/2- x3/6" head O.C. diameter acrev. 16. o.c. SOMIT—max. 12 -inch span WOOD OR BLOCK SUBSTRATE 1 31T ^ ` SOFFIT STAPLE STAK1",KrW11 DIAMOND PATTERN DETAIL FACIA BOARD , w Mf3 , FASCIA CAP __- 3/4- X 1/4- CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE -B- ON CENTER 1-3/ 40 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 O<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 S OK OK OK OK OK OK OK OK NO NO 50<h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report A13360.02.09•RZ for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 6 of 14 TRINI-fY+ERD Table A -3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone 110 Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 ISO 160 170 1g0 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 NO NO NO 5 OK OK I 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) 130 140 150 160 170 0 < h < 155 4 OK OK OK OK OK OK OK 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 < So 4 OK OK OK OK OK OK NO 5 OK I 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 IERD 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 7 of 14 TRINITY - ERD TABLE B-1: 16 -inch Span, F -Channel (nailed to wood) & Fascia Cap 110 Bask wind Speed (mph) 1Z0 Wall Side Eave Side 4 OK OK OK Channel NO Soffit Fascia Cap OK OK Max. 30 < h < 40 5 MDP NO NO Max. OK Max. System No. SpanMax. inch) 5 er Spacing Substrate Fastener Spacing Fastener Spacing psf) 5 OK NO NO One (1) min.1Y.- JFC in. inch long x 0.072 - head One (1) min. 3/8 inch diameter x5, o.c. 25.6 16 nail, 24" o.c. wood x 3/8 -inch crown 16" o.c.min. 3/16- Inch36" inch staple head diameter ent trim nail Min. 3/3- head 31a. ne:l wl: -1 nln m:ye3cnantCor vood ouor-rat0 or w:n. 0 097' d:a .-nall or stub nell vah m:n. 5/0- a yayem nc (Cor cenoraca or block saFst[n'r.l, alacwA ea ronin! above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL wnt-- qt B:O':k W FASCIA LIP 1/4 " STAPLE SOFFIT TO ASCIA BOARD #T50 S" X 3/8" STAPLE 16" O.C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Table B -2a: System No. 5 - Exposure B Eave Height (ft) Pressure Zone 110 Bask wind Speed (mph) 1Z0 130 0 < h < 30 4 OK OK OK 5 OK OK NO 4 OK OK OK 30 < h < 40 5 OK NO NO 4 OK OK NO 40 < h < 50 5 OK NO NO 50 < h < 60 4 OK OK NO 5 OK NO NO Evaluation Report A13360.02.09 -R2 for FL32194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity lERO Revision 2: 06/23/2015 Cenificate of Authorization #9503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE -59166 1 TRINITY ERD TABLE B-2: 1153 -inch Span, F -Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia Cap Max. MDPMax. Max. System Span Max. Fastener Spacing8 Fastener Spacing psi) No. inch) Substrate Fastener Spacing Substrate One (1) min. IY.- One (1) min. Inch long x 0.072- Concrete 0.097 -inch diameter T•nail Wood One (1) min. 3/8 x 3/8 -inch crown 16" o.c. inch diameter x 36' o.c. 133.3 6. 16 or CMU or Stub -nail, 24' o c min. 3/16 -inch block min. 5/8 -inch staple head diameter trim nail embedment 6lin. 3/8" head dia. nail with min. IW engagcrosn_(for woad eub3traca) or min. 0.4>97" dia. T -nail or stub nail with min. 5/8" angagament(for concrete or block zubstratel, spaced as noted abo•se . FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL YICCd . COnc r•' or Bleck. 41+ 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 Trinity ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2:06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE -59166 IJ TRINITY i 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 O < h < 30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < h 140 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 6-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 O<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 OK OK I NO NO 5 OK NO A NO NO 50 < h < 60 4 OK OK NO NO 5 NO NO NO NO Table B -2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (It) Pressure Zone 110 120 4 OK OK 5 OK NO0<h<15 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 Evaluation Report A13360.02.09-112 for FL32194-142 Revision 2: 06/23/2015 Certificate of Authorization 09503 Appendix 2, Page 30 of 14 Prepared by: Robert Nieminen, PE -59166 i 1TRINITY ERS TABLE B-3: 16 -inch Span, F -Channel (stapled to wood) & Fascia Cap Wall Side Eave Side Eave Height (ft) Pressure Zone 110 F -Channel Basic Wind Speed (mph) 130 140 Soffit Fascia Cap 0<h< 30 4 Max. OK OK OK MDP OK Max. NO Max. 4 Max. System No. Span inch) Substrate Fastener spacing Substrate Fastener Spacing Fastener Spacing psf) OK NO 5 OK OK OK NO NO Three (3) min. 50<h<60 4 OK OK One (1) min. lY.- NO NO 5 OK OK OK NO NO I NO Y. x X -inch One (1) min. Y. x inch long x 0.072- 27.0 7. 16 Wood crown staples 24' o.c. wood Y. -inch crown 8" o.c. inch diameter x 48' O.C. 36.1 in a diamond staple min. Y. -inch head diameter trim nail pattern WTER BOARD CAP 1/4' CROWN B' ON CENTER SOFFIT STAPLE pIAMOND PATTERN i I Q D A) 1 y.J 1-3/4' TRIM NAIL FAIN BOARD PAINTED S.S. FASCIA CAP 3/4' % 1/a CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table B -3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 160 0<h< 30 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 I NO Evaluation Report A13360.02.09 -R2 for FL12194-R2 Exterior Research and Design. I.I.C. d/b/a Triniryl ERD Revision 2:06/23/2015 Certificate of Authorization 09503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY ERD Table B -3b: System No. 7 - Exposure C Eave Height (It) Pressure Zone 110 Basic Wind Speed (mph) 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 I NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 OK NO NO NO Table 8-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 0<h<15 4 OK OK OK 5 OK OK NO 15<h<20NO 4 OK OK OK 5 OK 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( ERD Evaluation Report A33360.02.09 -R2 for FL12194•112 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 22 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 g, 16 Wood 24' o.c. Wood in a diamond pattern OPEN RAFTER 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN CHANNEL 1-3/4' TRIM NAIL) PAINTED S.S. 48' O.C. gOFFff_nWx. 16 -inch span WOOD OR BLOCK SUBSTRATE TRINITY ERD Eave Side MDP Soffit Fascia Cap Basic Wind Spl 130EaveHeight (ft) 4 Max. Fastener OK Fastener Spacing Ipsf) OK OK One (1) min. 1Y. - 4 OK One (1) min. Y. x OK inch long x 0.072- OK 23.5 Y. -inch crown 8" o.c. Inch diameter x 48' o.c. 31.4 staple 50 < h < 60 min. %-inch head OK OK OK OK OK NO diameter trim nail SOFFIT STAPL r i DIAMOND PATTERN DETAIL fAca BOARD FASCIA CAP 3/4- X 1/4' CROWN 1JNMAILFACIA BOARD STAPLE '8' ON CENTER PAFASCIA CAP 3/4- X 1/4- CRowN STAPLE Table B41a: System No. 8 Exposure B Pressure Zone 110 120 Basic Wind Spl 130EaveHeight (ft) 4 OK OK OK 0<h<30 5 OK OK OK 30 < h < 40 4 OK OK OK 5 OK OK OK 40 < h < 50 4 OK OK OK 5 OK OK NO 50 < h < 60 4 5 OK OK OK OK OK NO Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE -59166 SOFM —' SQFFIT & FASCIA D AI 140 150 OK OK NO NO OK NO NO NO OK NO NO NO NO NO NO NO Evaluation Report A13360.02.09 -R2 for FL32194-R2 Revision 2:06/23/2015 Appendix 2, Page 13 of 14 Table B -4b: System No. Eave Height (f t) O<h<15 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 J TRINITY' ERD 8 - Exposure C Basic Wind Speed (mph) Pressure Zone 110 120 130 OK OK OK 4 5 OK OK NO 4 OK OK OK S OK NO NO OK OK NO 4 5 OK NO NO OK OK NO 4 5 OK NO NO OK OK NO 4 NO 5 NO NO OK NO NO 4 NO 5 NO NO Table B -4c: System No. 8 Eave Height (ft) 0<h<1S 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 Exposure D Basic wind Speed (mph) Pressure Zone 110 120 OK OK 4 5 OK NO 4 OK OK NO NO 5 q OK NO 5 NO NO q OK NO NO NO 5 q OK NO NO NO 5 q OK NO 5 NO NO Evaluation Report A13360.02.09 -R2 for FL32194-R2 Exterior Research and Design, LLC. d/b/a Trinity( ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 Table B -4c: System No. 8 Eave Height (ft) 0<h<1S 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 Exposure D Basic wind Speed (mph) Pressure Zone 110 120 OK OK 4 5 OK NO 4 OK OK NO NO 5 q OK NO 5 NO NO q OK NO NO NO 5 q OK NO NO NO 5 q OK NO 5 NO NO Evaluation Report A13360.02.09 -R2 for FL32194-R2 Exterior Research and Design, LLC. d/b/a Trinity( ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09 -R2 for FL32194-R2 Exterior Research and Design, LLC. d/b/a Trinity( ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 Florida Building code Online Business & Professional raa rc mr,a SCIS Home lag In User Registration Mot Topics submit surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search F'cria a "' Product Approval USER: Public User Product Approval Menu > Prodt:ct or eppbcation Saarch > Application List > Application Detail FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10124 R19 COI 2016 01 COI Nieminen.odf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 Mips:/Iwww.ParidabAlding.orgfpr/pr appdll.aspx?param=wGEVXQwtDquracBeVCbdMONZD6Zesy38pT6YGGOoRawtpb55SbzrBQ%3d%3d 1/2 2/15/2017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL it 'Model, Number or Name Description 10124.1 I GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles Limits of Use 'Installation Instructions Approved for use In HVHZ: No FL10124 R19 11 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.pdf Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes i Other: Refer to ER, Section S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.pdf Created by Independent Third Party: Yes 3a'k EE 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 law, email addresses are public records. It 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 Seaton 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address er 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 h,=. Product Approval Accepts: P-9 rZ- Credit Card Safe httpsJ/www.11oridabuildirlg.orgfpr/pr app_dtl.aspx?param=wGEVXQwIDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawipb5sSbzrBQ%3dOlo3d 2/2 TRINITY' ERD i EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PRONE: (203) 262-9245 FAX: (203)262.9243 Evaluation Report 01506.01.08.1117 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'h 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 OCAAIVE2983 CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or wig 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 TrinitylERD 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. ICU Tha laaimilo walappaadngwalaAhorind by iab•rt hbmbttn, P.E. son 00/)]r2031 This does net term umNenronkaa/signedJh„,arrr.p document. Sl,nat seated hattimpin hila ball tw5mdlad to the awduct Approval Admintstretdr and to tba named diem CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or wig 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 TrinitylERD 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. TRINITY iERS ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Propert Standard Year 1507.2.5, R9DS.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 2507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, 8905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Enu GAF (PDM 1915) PRI (IST 5878) PRI (TST $878) PRI (TSTS878) 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) UL ITST 1740) UL (TST 1740) VEL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL ITST 1740) UL ITST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL ITST 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 (IST 1740) UL (TST 1740) UL (FST 1740) UL(TST 1740) UL(TST 1740) Exterior Research and Design, I.I.C. Certificate of Authorization p9SO3 Examination Letter of Equivalency ASTM D3462 ASTM D3462 Wind Driven Rain ASTM 03462 ASTM D3462 TAS 107 ASTM D3462 ASTIVI 03161, 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 D3462 ASTM D3161 ASTM D3161, D3462 ASTM D3161, 03462 ASTM D3161,03462 ASTM D3462 ASTM D3161, D3462 ASTM D3161 ASTM 03161 ASTM D3161 ASTM D3161, 03462 ASTM 03161, D7158,03462 ASTM 03161, 03462 ASTM 03161, 03462 ASTM D3161, D3462 ASTM 03161. D7158, D3462 ASTM D3161.07258,03462 ASTM 03161, D7158,03462 ASTM 03161, 07158, D3462 ASTM D3462 ASTM D3462 ASTM D3161, 07158, 03462 ASTM 03161, D7' S8, D3462 ASTM D3161, D7158, 03462 Wince Seal•A-Ridge Impact Resistant IR GAF -059-02-01 GAF,080-02.01 GAF -407.02-01 93NK6295 99NX43835 94NK9632 OINK06632 OINK9226 DINK37122 OINK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK:3850 04NK23950 04NK30546 04NK22009 04NK220C9 OSNK27924 OSNK27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31613 06CA61148 07CA31742 O8CAC610D 07CAS59DB 09CA20592 09CA06856 09NK06647 09CA27281 SOCA35S54 IOCA13686 JOCA07264 JOCA11953 JONK11951 IONK12070 OBCA06100 Dat, 01/13/2012 09/02/2004 OS/2S/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/20C] 05/21/2001 12/18/2001 12/19/200] 04/10/2002 09/09/2002 03/11/2003 10/17/2003 06/07/2004 06/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 02/11/1006 06/05/2006 C6/16/2006 10/18/2006 12/01/2006 12/27/2006 03/13/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2008 04/01/2008 03/26/2009 OS/1S/2009 08/0112C09 08/27/2009 03/05/2010 05/15/2010 05/27/2010 10/29/20:0 10/30/2010 11/04/20:0 01/30/2010 Evaluation Report 01506.01.08-R17 FL10124•RIS Revision 17:03/31/201S Page 2 of 5 11 i. ITRINITY;ERD fatal Examination Reference Date UL(TST 1740) ASTM D3161,D7158.1>3462 ICCAS3934 03/31/2011 UL(TST 1740) ASTM D3161, D7158, D3462 IICA48924 10/22/2011 UL(TST1740) ASTM D3161,D7158,D3462 IICA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 IICA48408 12/08/2011 UL(TST 1740) ASTM D3161, D7158, D3462 IICA4872S 12/09/2011 U4 I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, I.I.C. (TST 9628) ASTM D3161, D7158, D3462 12CASBlSl 02/15/2013 U4 LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 U4 LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC.(TST 9628) ASTM D3161 13CA37934 08/02/2013 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 V4 I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/C6/2015 UL, LLC. (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 Cty, IN 02/19/2015 UL, I.I.C. (QUA 9625) QuaBty Control Inspection Report, R21, Shafter, CA 01/05/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, I.I.C. (QUA 9625) Quality Control inspection Report, A21, Minneapolis, MN 02/16/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control inspection Report, R21, Baltimore, MD 02/31/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 03/05/2015 VL,11.C. (QUA 9625) Quality Control Inspection Report, RZ3, Dallas, TX 02/25/2015 U4 LLC. (QUA 96 ZS) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/02/2015 4. PRODUCT DESCRIP71ON: 4.1 Asphalt Shingles: 4.1.1 Marquise WeatherMax°, Royal Sovereign3 and Sentinel* are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot°, Camelot* II, Country Mansion* II, Grand Canyon*, Grand Sequoia', Grand Sequoia* IR, Monaco*, Sienna', Timberline American Harvest', Timberline* ArmorShield'" 11, Timberline° Natural ShadowO, Timberline HD°, Timberline* Cool Series, Timberline Ultra HD° and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline® Is a fiberglass reinforced 5 -tab asphalt roof shingle. 4.2 HID & 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. 5. LIMITATIONS: 5.1 This i5 a building code evaluation. Neither TrinityJERO 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 F8C 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.,d = 150 mph (V,x =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with F8C 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 Vv. a 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, U.C. Evaluation Report 01506.01.0E-11137 Certificate o/Authorizotion 09503 FL10124-RlS Revision 17: 03/31/2015 Page 3 of 5 t'\, 1 TRINITY ERD 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G2O.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 61G2O.3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 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 R9O5.2, with the following exceptions: Camelot, Camelot ll, 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 8905.2.5. 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 1• (292 nun) 1' Shcanle 25 mm) (25 mm) EMuil detamMite 65'8'-7 IBd • t94 12' JOS mm) 2' 305 mm) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R37 Certif cote of Authorhotion #9503 FL10124-RIS Revision 17:03/31/2025 Page 4 of 5 J TRINITY I ERD 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8 -inch head diameter, per shingle and beads of Sonneborn NPl Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 11 a' SVAIOnt I 1:+62 25 mm} {m rrduitd'btcrchi:td Non yr MU& I WS fail) 91 a roil) Ir 4105 runt) 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 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, I.I.C. Evaluation Report 01506.01.08•R37 Certificate of Aushorizodon 09503 Fu0124-11135 Revision 17: 03/31/2015 Page 5 of 5 2/15/2017 Florida Building Code Online Business & Professional - a rc r SCIS Home Log In User Registration Hot TOPICS Submit Surcharge Stats S Facts Publlcatrons F8C Staff SCIS Site Map Links Search Florida S r •. Product Approval IUSER: Public User Produa Approval Menu > PrnCb,rct or Appbrahon Search > Application L.St > Application Detail FL # FL35216-112 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 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 COI Nieminen.Ddf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 htips:l/www.11oridabuilding.orglpr/pr app dll.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoO%3d%3d 1/2 175/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 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 1'1 Model, Number or Name Description 15216.1 RhinoRoof Underlayments I Synthetic roof underlayments j Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes I Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Installation Instructions 1 FL15216 R2 11 2015 04 FINAL ER INTERWRAP RHiNOROOF FL15216- R2.odf Verified By: Robert Nieminen PE -59166 j Created by independent Third Party: Yes Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216-, R2. Ddf Created by Independent Third Party: Yes Sark `txit Contact us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850.487.1824 The State of Florida Is an WEED employer. Copyriaht 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 mall to this entity. Instead. Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.27S( 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. If you do tot wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 455, F.S., please Click here . Product Approval Accepts: o a Credit Card Safe httpsl/www.11oridabUlding.orgfpr/pr app dll.aspx?param=wGEVXOwtDgv3yWKJZIORAdhyl2u8kOGOyljaHhVeiOpVSvxwSdCoO%3da/o3d 2/2 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 140510.02.12-112 32923 Mission Way FL15216-112 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 Slh 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 "TrinitylERD 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 TrinitylERD 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. moi, P .••• . a;i-p•!S I i C- tie '( i< S• a•;-.. : T•• W The facsimile seal appearing was authorited by Robert Nieminan, r07 P.E.on Oa/27/7015. This does not some as an electronlalN signed document. Signed, sealed hardcopres have been transmitted to the Product Approval Administrator and to the named dient 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 TrinitylERD 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. 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: TABLE 1: ROOF COVER OPTIONS Underlayment Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, NO Yes Yes Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ•006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Conlrol 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 04869 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 TrinityJERO 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 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 AHJ 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 manufacturer's 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. Certificote o/Authorizotion #9503 Evaluation Report 140510.02.12•R2 FLIS216-RZ 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 RhinoRoofU20 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 manufacturer's 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. Certificote o/Authorizotion #9503 Evaluation Report 140510.02.12•R2 FLIS216-RZ 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 611320-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey —QUA3673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12•R2 Certificate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 3 of 3 I t 2/15/2017 Florida Building Code Online T 1 Professiona Regulation,,`.,, rA SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publication$ FOC Staff SCIS Site Map Links Search Fi`.da Y ' " Product Approval 4 I R USER: Public User Proeuc eoornval Menu > Pmrtua nr AWIlrMlor Search > ADDlirdt•On ! a > Application Detail FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE -31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Vrich, PE 1 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568 R1 COI Cert0flndeo.odf 1709.2 https•/Mfwwfloridabuilding.orgfpr/pr app dll.aspx?param=wGEVXAwtDgvgqu2wa/o2bnFgUF114vGKu5UrT5vMEPbBldbgiEG9GRMa/o2fuw%3d'/o3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 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 Installation Instructions Approved for use In HVHZ: No FL16568 Rl 11 01 MMI -2 OffRidaeVent-ASTME330- Approved for use outside HVHZ: Yes Steel EVALREPORT.odf Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/ -75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FL16568 R1 AE 01 MMI -2 OffRidoeVent-ASTME330- Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI -2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for i shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use in HVHZ: No FL16568 R1 II 02 MMI -213 OffRidaeVent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.Ddf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's Installation Evaluation Reports instructions as a supplemental guide. FLL6568 RI AE 02 Mr -11-213 OffRidaeVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes contact Us :: 2601 Blair Stone Road. Tallahassee FL 72399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. C*pynaht 2007.2013 State of Florida.:: Privacy Statement :: AcCeSSibdilV Statement :: Refund Statement Under Florida law, email addresses are public records. If you do riot want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Wpi El E Credit Card Safe httpsJ/www.11oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQMDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPbOldbciEG9GRM%2ftfw%3d%3d 212 CBUCK Engineering Specialty Structural IEnglneering 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 t««.lMsv..r Md •« a..v..r s.wu 111L. Suct111111, 1j' P ,%GEVgF '•.F.p No 31242 LU T' STATE OF SAO N AL`" 1111111,, r ' I Mgn ft Signed b: Ijmv t &.c4wm v t 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 FL #: FL 16568.1 R1 Date: 2/26/15 Page No.: 25of MM2•StORV•ER_14CBUCKEngineerinq Specialty Structural Englnelerinq Manufacturer: Millennium Metals, Inc. Product Name: "MMI -2" Off Ridge Vent Product Category: Roofing CBUCK, Inc. Certificate of Authorization 118064 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: - 7S 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 SpCaclaftj Structural Eng1m=s 1nq CBUCK, Inc. Certificote 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 • Scone 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'. ODtion for aDDlication 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 q: QUA 1824). CBUCK Englneerinq FL i#: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104-MM2-St0RV-ER_14 Page 4 of 7 Spe c cWtj Structural EnglnekwInq CBUCK, Inc. Certificate of Authorization 118064 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 : 1#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 CBUCK Engineering FL #: FL 16568.1 RI Date: 2/26/15 Report No.: 15-104•MM2-StORV-ER_14 Page S of 7 Sppclalty Struchxal En rwapring CBUCK, Inc. Certi/icote of Authorizotion #8064 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 Sth 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 Engineering FL ft: FL 16568.1 Rl Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 Specialty Structural Englneerinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. Profile Drawings 5-1/2" 1?" 18-1/4" Side View (Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI -2" Steel Off Ridge 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) Y Higher Slope Back) CBUCK Engineaerinq FL #: FL 16568.1 Rl Date: 2/26/15 Report No.: 15.104-MM2-StORV-ER_14 Page 7 of 7 SptNcldity StrLm=h— fdl Engineerinq) CBUCK, Inc. Certificote o/Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 11/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fastenet(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. 6 R. 8 Ft. a0A ya 10 Ft. Base Flange 24" o,?• Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fasteners) 11 Gauge Feng Shank Roofing Nail OR 10 min. Wood Screws CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION to 1 Application No: Documented Construction Value: Job Address: 17 / 6 Historic District: Yes No El Parcel ID: Residential Commercial Type of Work: New n Addition Alteration Repair Demo Change of Use Move Description of Work: 0L,',-'1AP-6- r"X P -45W , t te-4E F*M Plan Review Contact Person: 7'>4_ gu km--"' Title: Phone: 321-2-77 -/%yam Fax: 32/ -Zy7- 03 / G Email: &ok/11d•trr/7// o Name DH•!D 06_$Le[.Ey ry a' Street: City, State Zip: Property Owner Information Phone: Residers Contractor Information Name L Phone: 32l -,Z77 -/?a_ Street: /06 S 416- Ogr S Al -a Fax: 3L/-.2-07- 031 City, State Zip: 400"o Ff. . 3).76-f—State License No.: C-G O•Z-97 0 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application pop . 4% 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 Florida Date i L- Signature ofC ctor/Agent bate A.,j,H & 31j - yr dc,- Print Contractof/Agent's Name D(y. / I/• / 7 Signature of Nor,z;i DEBBIE B 0 MY COMMISSION t FFVEMB EXPIRES: February25,2019 .;: • - Bonded TAN p!otgrr Pl* l:r enn'_rs Owner/Agent is Personally Known to Me or Contractor/Agent is Personal) Known to Me or Produced 1D Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 17-1,1%W Documented Construction Value: $ S140O • d0 Job Address: %(p '61t pper C -r— Historic District: Yes No Parcel ID: Residential 9 Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use Move Description of Work: C0Ma1e,,1e Plan Review Contact Person: Title: Phone: Name Street: City, State Zip: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Jr Name om P S Iawlel- Phone: Street: Fax: 12/0 ;`%5-3 2S'2 Z City, State Zip: %iSSi__ y yd State License No.: 26eVO Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application L 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 pennits 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. 8 /S 7 Signature of Owner/Agent Date Sign ure of Con ctor/Agent date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of fD Print Co actor/Agent's N iOuture of Not - ate of Florid Date CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25, 2020 Contract ` o Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION FWD Application No: ' ( Q 0 Documented Construction Value: S u 5OL1 0) Job Address: ( C>> i P C-tt' t I R Historic District: Yes No Parcel ID: Residential Q"'Commercial Type of Work: New PAddition Alteration Repair Demo Change of Use dove Description of Work: PLO o R 11.4 Plan Review Contact Person: 'Title: Phone: Max: Email: Property Owner Information Name Nut t' 1" Qk cl CG til rc Phone: Street: k k '01 o\St" 'A Resident of property? City, State Zip: tt Contractor Information Name L v\V t lJ1` ,.1 Phone: 3 U ` J j (0 1 3 y Street: Quj (' ,• Uej" Fax: Cith', State Zip: '-L'Ovt' A L, 3 State License No.: C t 6 3 Name: Street: City, St, Zip: Bonding Company: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT NIAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 30I1 SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT) 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 rcgulati ng 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. FRC 105.3 Shall he Inscribed with the date of application and the code h effect us of that date: 51" F:ditlon (21114) Florida Building Code Revised: Junc 30. 2015 I'cnnit Application No'no : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be bund in the public records ol'this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or Icdcr l 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 tees when the permit is issued. OWNER'S AFFIDAVIT: 1 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. Signmure of Owner/Agent nate Pint Owncr/Agent's Kane Signmure of Notary -State of Florida Date l0-1-17 Sib aturcofConitavor/Agent 0..11c 9P4.1 <L.J\ t'nnt Coz n . Name C,ri /l 7 Siutature ul' Votary -State or FloriJa Date KRISTA MICHELLE VINES t• tnvCOMMISSION #FF)09saa EXPIRES April 6, ril 201 it ao+r Jin 0103 F1rnl0nNo1nrVScrvicc.com Owner/Agent is Personally Known to Me or 11:Ycrsonally Known to fete or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [D No // of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEEIRING: FIRI': BUILDING: Revitial: June 30.2015 Permit Application 3 1 David Weekley Homes September 21, 2017 TO: City of Sanford I Building Department RE: Change of Contractor 2916 Gipper Circle Lot 11 Greetings, Orlando Division F. MN Please allow this letter to serve as notice that Spegal Plumbing will be replacing Integrity Plumbing on the above mentioned home in Reagan Pointe. They will be applying for new permits as well. Please let me know should you need any additional information. Regards, Boyd Duffie I CGC-1S19391 bduffie@dwhomes.com 321-228-3642 State of Flo2 County of This ipshpment was cknowledged be o !ne on -9/1t/ by 66 W- NWfiWPuNei-Sipature Personalized Seal) d:~-' r b• RACHEL BLACMVELL Notary PubOc - Stake of Florida r 1A'/ Comm. Expires Jan 12,2018 Commission / FF 062350 Atlanta • Austin - Charleston , Charloue - Chicago - Dallas/& Worth, Deaver - Indianapolis - Hilton Head Salt Lake City - Houton , Jacksonville • Nashville - Orlando • Panama City - Phoenix , Raleigh - San Antonio , Tampa i FIELD REPORT PROJECT NAME: 4A i CLIENT: PROJECT NO.: DATE: CONTRACTOR: i D/' ES WEATHER: I-]- )IR8 fTJ /`G _e Yec .7Ec r,0 /.s 17 'vim 00 "e Aee-, 61 a Z/' 174 e cz v q-.0— Cc's 4e -7-,ee- ., -zo. =,/e X_ RTEG'S REPRESENTATIVE: THE RAAD - TANNOUS ENGINEERING GROUP, INC. 210 N. Goldenrod Road, a Suite B10 • Orlando, Florida 32807 Phone: (407) 382-2415 Fax: (407) 382-9625 FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 11, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45-52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWWFEMA.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. CERTIFIED TO: DAVID WEEKLEY HOMES 2916 GIPPER CIRCLE SANFORD, FLORIDA 32773 h - Benchmark Information- Q Orange County Datum Elevation: 83.36' Tract "FI' 9' Found Square Cut in Drop Inlet in front of Lovell Elementary School. D.E. & U.E. Q // (Elevations are based upon NAVD 88 Datum) Common Area) d , a° a 08' 0 Lot 12 cr o mom` , I I 01 Vinyl Fence y?a . ................ ::..... Lot 11 :oo :::::::':::::° :.. 000. of 061 O ti :.:.::... .0 eo' E9n ..a....::: 9 ............... o 0-, 6h:: 9?+ :::0 :: ,B / Q,, # 1 Lot 10 000r fess ha 'o hJ. , meq; C•` c/ Site Benchmark Information- 00 o^ /Oj 1 6" Fnd. Nail & Disk "LB 2108" ® PI Gipper Ct. and Eureka Ln. 01 Elevation: 51.04' Q ' o / \Q o` Fnd. Nail & Disk '11912108" ® PI Gipper Ct. and Socrates Way. Elevation: 48.19' N ° y b c7 wexux. eP . m.,,„e, P.T. located on Lot 7 W E Fnd. %" Rebar 4#2 Graphic Scale Cap "LB 7623" S (Unless Otherwise Noted) 10 2 • a Scale: 1'•=20' Revision. Added Foundation Survey - 6/16/17 - RPS Field Date: 8/16/20172 ate Cornpleted: 8/11/2017 NOTES- Ih«eby CenRy itb11n4 enuMery Sur ey tN Ne ebwe DeYiibed Pmwtyls Drawn By: R.S. I Number.IS-36426 F0 Su , is Based upon the Legal N%Hpdon5upplled by Clientbin'n9°roar°e0i"d`harBNOTbe`"RKe1d"df°''0`d'q"id«"'a"'• Tri...0 Ito 1M BeM nI my1G'mNatlBO alM BelBf es iagfMty Surinytxl untlarmyOlren7mml=,.S=,BBUConlnb"n9bnlumNhedMMe Sublxt..by uments and/or Redrlcdons of Record. Noted entl Oadomw b the Standard. of Preetca hx laM Sunmyli Legend eeadaq Mts shonnh"eon.ISAswmMaM easedupon dv:Ilria OaruNd wnha'Be'. MaiMStMe MFlorida Fea«daxe wM CMplM ral-t ?.062 Florida e CWm1Med PO •Polm of Oxvstkn BWIdMq na— NOT to M uud torecanseuct Property Unes. 4'nl^IaValNe cod.. Pvn"am 172 7FIyMa s..", B CBmMkleDononru&Nodlt ij Pp. -PepePMMMIrllawctlon Fenca DwnarshlP bNOT dnamirrca. RoofOve-hmg.. UMer91uM U111114send/or Footers Nva NOT Man touted UNIE554E•. q K.1 f11ICMco— Con Mxumdt P.0.8.-PdM of Bapinnlnp otherwise noted. D OaecTlp&on PPPO' L_Pdnt PUre 6/or Mainfleldlua(lons are appronlmateand MUST My fied by i THI DE OrtilnapB EaW—U ole> 5ep&T1as PRM - Permanent Rderen B epxopdab, UtWry L—Im COm .. B T r-`. 111""" FIR EMR E"'"""" Mo ouilUuo1TNs5urvayl«PurpousotltertMnlntaMed,WNhoutW"ttanVMflutlon,Wlllbe PaMekK.lrelan %RQQB toP.. 6637 LB 762 F.E.M.A•FeoxN EnwpMty pT -Point of Tenponc/ attM Useh Sole W.k andWlMaut DabiEry totM Surveyor. NoNlrgNMon s1WIM TI11S 6UM:y IS lnterid 'Y use Of Said Cenificd PartiesMBnapBmBnlPgpayq -R.Am Construed to give My RighlsoraeneflN m 6mnna0bM,Nan thou CxtlMd. NDT VAl1D UN and Embossed wlth Su sSM FIREFnd FlnbMd Floor Llwalion Rad - RatlY Frond RAC -Rabar&Cap bon PIPs Rac - Recavaed IroIMSOF IMEREST NONE VI518LE. Ireland & Assoctiales S'urUe ingy Inc, LL Lanplh (M) Rid • RooNd M M -"""o Nap & Dhk SMM-SM'h'Rabr& RBCR Cep'LB 7823• 1301 S. Intematbnal Parkway Sake 2001N&DN.R. ORB Non-RI'M Ofnc W Rtloonda Book Typ -Typlm LIE • Unity E. ianl Lake Mary, Florida 32746 P PIM WM •WW. Molly www.irelandsuweylrlg.com WPut ocol FBrsw Chelo it ' e- a) Office407.678.3366 Fax407.320.8165 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1.1 Qn- Documented Construction Value: $ r'/ , U- Job Address: i Historic District: Yes No9 Parcel ID: Residentiato Commercial L Type of Work: News Addition Alteration Repair Demo Change of Use Move Description of Work:7tftsla I I Oo-wTn la-a-AMC 11J•AW 1 A7 630, r k - Plan Review Contad.,Person: Title: pPhone: Email: k . uy, Gpvi Property Owner Information Name. Phone: 1 Street. _ _ Resident of property? : i] City, State zip:'&A-441 Cofitractor Information Name -1-10 ,lkl Arti- phone `-t 0 -7- rJ$ cj - 3OU Street: JB rsc-o Fax: 13 0"1- City, State Zip:ear\ State License No.: ArchitecUEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FOC 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 TI : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe found in the public records of this county, arnl 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 Platt review charge and will be considered the estimated .construction value of the job at the time of submittal. The actual construction value -hill 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 frit wvorlc will be done in compliance with all applicable laws regulating construction and z9AWg, Signature of Owner/Agent Date Print Owner/Agent's Name Signature,of Notary -State of Florida Date z of Contrector/Agent CHERYL D AKERS MY COMMISSION # FF9981 EXPIRES June 05.2020 irT Owner/Agent is Personally Known to Me or Contractor/Agent is _%,:5Pers6itally- Known to -*Me or Produced ID Type of ID Produced ID Type of ID BELOW ISYOR OFFICE USE ONLT' Permits Required: Building Electrical Mechanical PlumbingF] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes NO APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: Revised: June 30.2015 BUILDING: Permit Application STATEWIDEa DEL -AIR State Cert CAC032448 1-888-831-2665 HEATING • AIB CONDITIONING David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 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-30 - 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 L Double Pane - U -Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEEM HSPF. FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 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 7499 2.5 14.00 8.2 4/0 6,189.00 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 ; J$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 It', „ 11114, III •1 stn}_IN 1111'UI •111 % ndrnl, I 1 1!T1 FINAL SURVEY LEGAL DESCRIPTION: LOT 11, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45-52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES i C0MO Q— --- r e e f. r 2916 GIPPER CIRCLE, SANFORD, FLORIDA 32773 Benchmark Information- yGj / Seminole County Control Point GPS Tract 'IFI' S'0.7' / Name 0117, Designation 488120117. 5 / D.E. & U.E. Elevation = 45.350'. Q Common Area) / ( Elevations are based upon NAVD 88 Datum) o a-'%, sr900, sv GL Lot 12 tom a°* `'c c /+ .... 903, 8 L 1 O^ycGO'' J/co sr. ........... Sz6. ', 00, e' S 40°51'28" W 40.00' iP)iM) p /e e as o .............. % Vinyl Fence5 c`Oi °• ................. 610 O 59 4 Ola Gt0 . ... .. .. . AS • 00 % olc l o . 0, oc .... Lot 11 ..... o... '0 sEscy ............ eco, L° ........... ,z2 , 0.9' r S ftp ° .......... IV 0C11r 0 Q00 yryti 8. "(9O, 6' '. Qui 7Q Su' 800/ 80 oo c Lot 10 11 •O #1JfO, o ca / , ,C 0 a m ¢° 0° s ` Qac God # 2 Site Benchmark Information- s o 0OA a Fnd. Nail & Disk "LB 2108" @ PI Gipper Circle and a Eureka Lane. ZA , aa ` a Elevation: 51.09'^Q1 2 Fnd. Nail & Disk "LB 2108" @ PI Gipper Ct. and Eureka Lane. Elevation: 45.69' NCO o Transformer w ferMelar cl.—t P.T. located on Lot 7 WE Fnd. YZ" Rebar Graphic Scale Cap "LB 7623" 4 " S (Unless Otherwise Noted) 10, 26 46 Revision: Added Final Survey and Grading - 02/02/18 - BMJ Scale: 1"=20' Revision: Added Foundation Survey - 8/16/17 - RPS EPDocuSigned by: afyi& k I n,(.aLVJ 810ED63FCAE64EB_. Field Date: 1/31/2018 Date Completed: 2/2/2018 -NOTES I hereby Certify that this Boundary Survey of the above Described Property is Survey is Based upon the Legal Description Supplied by Client. True and Correct to the Best of my Knowledge and Belief as recency Surveyed Drawn By: BJ File Number:IS-36426 FI >Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. under my Direction on the Date Shown, Based on Information furnished to Me Subject to any Easements and/or Restrictions of Record. as Noted and Conforms to the Standards of Practice for Land Surveying Legend- >Bearin basis shown hereon, is Assumed and Based u in the State of Florida in accordance with Chapter 5J-17.052 Florida C-Catculatad g g ponihenes. Denoted with a"BB". Administrative Codes, Pursuant t tion 472 27 Florida Statutes. PC -Point of Curvature ,Building Tles are NOT to be used to reconstruct Property Lines. Centerline Pg, -Page >Fence Ownership is NOT determined. ry\CK..RccB - Concrete Block PI - Point of Intersection 4 'P1ln <9 CM - Concrete Monument , Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS QP.p, grF.yP.O.B. - Point of Beginning otherwise noted. Conc. -Concrete P.O.L. -Point on Line FOR D Description Septic Tanks and/or Dralnfield locations are approximate and MUST be verified by Nd.B r THE PP - Power Pole STAT DE - Drainage Easement PRM - Permanent ReferenCB appropriate Utility Location Companies. o FIRM Esmt. -Easement Monument>UseofThisSurvey for Purposes otherthanIntended, withoutwrinenVerification, Will be Patrick K. Irelan` ' ,.!'roR oPKIdUiEffibossed 6637 LB 7623 F.E.M.A.- Federal Emergency PT -Point of Tanen at the Users Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be ' Mona ementA en g Construedto give Rights to Anyone Otherthanthose Certified. This Survey lS intend .. rse of Said Certified Parties. s Agency R Radius B g y This Survey NOT VALID UNL with Surve ors Seal. FFE - Finished Floor Elevation Rad. - Radial Fnd. -Found RSC - Rebar $Cap - POINTS OF INTEREST- IP- Iron Pipe Rec. - Recovered DRIVEWAY AND SIDEWALK OVER SOUTH EASEMENT L Length (Arc) Rfd. Roofed Ireland & Associates Surveytir g f Inc. M - Measured Set - Set %" Rebar 8 N&D - Nail & Disk Rebar cap "LB 7623" 1301 S. International Parkway Suite 2001 IN . -Non-Radial Typ. -Typical Lake Mary, Florida 32746ORB - Official Records Book UE - Utility Easement P - Plat WM - Water Meter www.irelandsurveying.com P.B. - Plat Book p - Delta (Central Angle) Office -407.678.3366 Fax -407.320.8165O- -Wood Fence -O- -Chain Link Fence