The URL can be used to link to this page

2850 Gipper Cir 17-2079; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100002 BUILDING APPLICATION ##: 17-10000256 DATE: April 28, 2017 BUILDING PERMIT NUMBER: 17-10000256 UNIT ADDRESS; GIPPER CIR, 2850 22-20-30-520-0000-0210 / 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: 2850 GIPPER CIR REAGAN POINTE / LOT 21 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single FamilyROADS -COLLECTORS HousingN/A 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Housing N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing CO -WIDE ORD 54.00 1.000 dwl unit 54.00 Single Family PARKS Housing N/A 5,000.0.0 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 00 5,759,00 STATEMENT RECEIVED BY: 14Mj(h `./j(' K=je4n I SIGNATURE: PLEASE PRINT NAME)/,g] f DATE: J1 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. DISTRIBUTION: 1-BLDG DEPT 2-FINANCE 3-APPLICANT 4-LAND MANAGEMENT tl V NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF. THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGWRITTENAREQUESTWITHIN45CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356_ Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Telephone 407-422-2234 WE17041 RECORDING INFORMATIONABOVEWS LINE NOTICE OF COMMENCEMENT Permit Number: STATE OF FLORIDA COUNTY OF ORANGE Tax Folio Number: 22-20-30-5204MO-0210 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 21, Reagan Pointe, according to the Map or Plat thereof, as recorded in Plat Hook 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 2850 Gipper Circle, Sanford, Florida 32773 2. General Description of Improvement: Construction of single -fancily residence and a pplicable associated improvements, 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited liability company 1111 North Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. estmonte 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 NIA 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(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number NIA 9. Expiration date of Notice of Commencement (the exp iration date may not be before the completion of co ttstruction and final payment to the Contractor, but will be I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief. OWNER Weekley Homes, LLC a Delaware limited liability company By: John Kingma eatingtu- 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 on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley homes, LLC a laware limited liability company and executed or acknowledged histherhheir previous execution of this instrument. I Y R CERTIFY, that hn Kingman Keating, is/are the same person(s) either executing or acknowledging e ti of t f egoing instrument because: personally know him/her/them OR I have satisfactory evidence of same based a o , driver's license or er identification: WITNESS m d al seal in the State and Co aforesaid this 17th day of July, 2017. PLACE NOTARY NAME k SEAL IMMMIA'IEI.Y BELOW) sMMOMIR Cpttm S W# GG 12M Expirvs5aptembet8.2021 9 EOF f1. Boom TIN k1d9d lOtay W"$ GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S #2017077249 SK 8962 Pg 1774; (1pg) E-RECORDED 07/31/2017 03:11:03 PM 10.00 CITY OF SANFORD 11 AllJUL : BUILDING &FIRE PREVENTION j, PERMIT APPLICATION Application No: Documented Construction Value: $ p. co I, Job Address: A'%S'o (-„ieo,Pr urrA-e Historic District: Yes No Parcel ED: a19-90 So ?-p - ooyb -(:>2-% o ResidentialN Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New s knn je-elX+t' ilLj re-si _nc&. Mania pi r my_iAA _ 17raj eCA Codr at) Plan Review Contact Person: Title: Phone: L401- -1 U - o" 1-g S' Fax: Email: iwer-mm QtA W6)!° Property Owner Information Name GNb- RtQctri _, LLC. CTeXG(S Phone: 115 NO 33(e5 Street: PQ_4* Oa. _ Road Resident of property? City, State Zip: kjM,kl 1 ram, Contractor Information J Name &U1 Ci b4t i'f Phone: ,, i()--- %US •S;L00 Street: as 5. Wei MVP Su'I e r aa Fax: City, State Zip: I ArMenAlr 1. State License No.: ,, J la13C11 Architect/ Engineer Information Name: MOn ..lt Ata Street:, WQS+r»ortL. wive S4ti l o City, St, Zip: A I to rman-1LSprings, Fle 6X 4 Bonding Company: Address: Phone: Fax: E- mail: adfy 1nrft Ca i l to ,CoM 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 Tilt' 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 taws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, ranks, and air conditioners, etc, FBC 105. 3 Sball be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florid" BILilding Code Revised, June 30, 2015 I ^ n i , ' ` e Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies, Acceptance of permit is verification that I will .notify the owner of the property of the requirements of Florida Lien Law, ) S 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. VIA" Print Owne Wl ent's Name Sig tre of Nota - to of T+t9r r M Date NOTARY PUBLIC STATE OF FLORIDA C M* GG002906 ExPWSa 6/151= Owner/Agent is Personally Known to Me or Produced ID Type of ID r511-7 Si iature of C ctoi Agen Date Print Con%•tor/Agent's Name Sol Sigi are of Notary -State of Fforijaeria NOTARY PUBLIC STATE OF FLORIDA CCanlrt t6gCig(/i00 28p9 8p Contractor/Agent is / Personally Ci mown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical K Mechaizical ® PlumbingE Gas[] Roof Construction Type: N e> Occupancy Use: R 3 Flood Zone: -5t EITi Cl1F Total Sq Ft of Bldg: o 1'-1 Min. Occupancy Load: # of Stories: 2 New Construction: Electric - # of Amps Plumbing - # of Fixtures 19 Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes 7 No 91 APPROVALS: ZONING: 2 UTILITIES: ENGINEERING: glut- ZFIRE: COMMENTS:- Ok to construct single family home with setbacks and impervious area Shown on plan. 65? 010 i mP WASTE WATER: BUILDING: SF 9, 7,17 Revised: June 30, 2015 Permit Application 49 City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-2079 2850 Gipper Circle Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 23421square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 375 1 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1 27171 square feet Dollar Valuation of Work: 1 $283,545.38 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 87.01 2,024.82 25.00 850.64 2,987.47 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: tickering@dwhomes.com Property Address: 2850 Gipper Circle Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0210 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) n OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: NSA 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 0 The parcel is not in the: W 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# 17-2079 Reviewed by: Michael Cash, CFM Date: July 25, 2017 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & P111"OR%lin'. 1Landscaping in Right -of -Way www. sanfartln.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone; 407,688.5140 Fax: 407,888.5141 This permit authorizes work to be 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 feet of concrete or other material on the subject parcel and / or any construction of a 4 driveway, walkway or landscape Improvements within the city right-of-way. It does not approve any work within any other t' jurisdiction' s rght-of-way. All requested Information below ea well as a current survey, site plan or plat clearly identliying the K Mwwhipsbelow. size and location of the existing right--of--way and use shall be provided or application could be delayed. call before youdtg, 1, Project Location/Addrees: o SU . n„ t I 2. Proposed Activity: Driveway Walkway11Other: 3. Schedule of Work: Start Date Completion Dale F Emergency Repairs 4, Brief Description of Work; weJW d'f , W G 1 n _ GIMd SYA a-un I Lc_bc 52Q This application is submitt d by: Property owns: Signature; Print Name: ?W A ZwL f Address: cJ. . t i 6Y1 gr lrl Phone: 401-3to5-'i Fax: Emall: l" Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said Instailationlimprove ment fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, utilities, slormwater fadlllles, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permlttee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain 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 expense and, if necessary, Hie a lien on the Requester's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, Its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, Indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, sattlarrent, and reasonable attorney's fees up to and including an appeal), resulting in any foshlon from or arising directly or indirectly out of or connected with the use of the Clty's right-of-way. I have read and undgrAaniLthe above statement and by signing this application I agree to its terms. This permit shall be posted on the site during construction. Please tail 407.688.5080 24 hours in advance to schedule a pre -pour inspection, Pre -pour Inspection by: Date: Official Use Only Application No: _ _ Fee: Reviewed: Public Works Utilities _ Approved: Engineuring Site Inspected by: Special Permit Conditions: _ Date: Date: Date: 1 Date: ` " z, 5 %I Date: wovemaer [ uio Row use erwoway.par REQUEST FOR. TUG & PR.EPOWER. AGREEMENT ALI, RESIDENTIAL PROPERTIES Altamonte Springs, Casselberly, Longwood, Oviedo, Sanford, Seminole County, Mixteir Springs Date; ' Project Name; C /1n_jn 'in Project Address: j2af4! ( {'-—e Eui Iding Permit 4: J Electrical Permit # in consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1, This Tug/Pre-power application Is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued, 3. If the jurisdictlon hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, thejurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the 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 safa order, All electrical. services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). 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 ftom date of approval. 7. Uprovided, the fire sprWer system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and otitside GFCI outlets only. 9. Clxce]( with the local jurisdiction for fees associated with pigs. Al a IU6 e Print Name of 0 t 07411, ; Z ignat o Owner/Tenant Print NG ma of flan. Contractor Sign, 006 of Gen.IJontraclor Lill q 1 Gen. Contractor License c 1 nt lU • G iL' Print Name of El Contractor Si ature of El. Contractor 13I.. Contractor Lice Ilse # JU ISDICTIONBMPLOYEE NAME; MISDICTIOhi: CALLED INTO; c Progress Energy in Florida Power and Light on Rev, 02/10/13) LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: + %5-] I — I hereby name and appoint: TA10 %' G 1 A —CkC 1 an agent of Wtyk' d W-ee-U-0.A N)7-e.-'5,- 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: Expiration Date for This Limited Power of Attorney: 4, License Folder Name: 1 T /G!( k State License Number: CCG 1 Signature of License Holder: STATE OF FL RIDA COINTY OF V-'Q'Afw, The foregoing ins ument was 1 ed before me this 5 day of U , 20', by who is ersanall known to me or o who h s pr iced identification and who did (did not ake an oath. Notary Seat) TAMMY LYNN BAILEY Notary Public State. of Florida Commission # GG 042385 My Comm. Expires Feb 24, 2021 Bonded through National Notary Assn. Rev. 08.12) Print or type name Notary Public - State of Commission No. My Commission Expires: as REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # 17-2079 Address: 2850 Givver Circle BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence E'LE:GTRICA=L 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 PLUMBING"PERNIIT s• Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 11000 Plumbing Sewer 1000 Plumbing Final MEGHANICAL P"ERMIT a A Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot21ReaganPointe7510B Builder Name: DWIzI fe fey Hyess Street: 2850 GIPPER CIRCLE Permit Office: i City, State, Zip: SANFORD , FL, 32773 Permit Number: nSANFof j) Owner: Jurisdiction: -B9 tffg- VR r500 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2872.9 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1387.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1387.00 ft2 6. Conditioned floor area above grade (ft2) 2174 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(362.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 434.8 a. U-Factor: Dbl, U=0.34 282.11 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 33.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 33.8 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.336 ft. Area Weighted Average SHGC: 0.329 14. Hot water systems a. Electric Cap: 40 gallonsEF: 8. Floor Types (1387.0 sqft.) Insulation Area 0. 940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2 b. Conservation features b. Floor over Garage R=19.0 375.00 ft2 None c. other (see details) R= 95.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 68.10 Glass/ Floor Area: 0.167 PASS TotalBaselineLoads: 71.43 1 hereby certify that the plans and specifications covered by Review of the plans and ST,17. this calculation are in compliance with the Florida Energy specifications covered by this O• 114E Code. calculation indicates compliance 2 with the Florida Energy Code. w PREPAREDBY: Before Before construction is completed DATE: 6/23/17 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COD withtheFloridaEnergyCode. WE C4 OWNER/ AGENT: BUILDING OFFICIAL: DATE: DATE: gs • -7 1-1 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. 6/ 23/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot21 ReaganPointe7510B Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2174 Lot # Owner: Total Stories: 2 Block/Su bDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2850 GIPPER CIRCLE Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL , 32773 New/ Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Block1 2174 19783.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2174 19783.4 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main ____ ---- 95 ft2 19 0 0 1 2 Floor over Garage Main ---- ---- 375 ft2 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 118 ft 0 917 ft2 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1551 ft2 348 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC Area RBS IRCC V # Type Ventilation Vent Ratio (1 in) 1 Full attic Vented 150 1387 ft2 N N 6/ 23/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1387 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 SE Exterior Frame - Wood Main 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 2 SE Exterior Concrete Block - Int Insul Main 7 27 6 9 4 256.7 ft2 0 0 0.6 0 3 SW Exterior Frame - Wood Main 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 4 SW Exterior Concrete Block - Int Insul Main 7 12 0 9 4 112.0 ft2 0 0 0.6 0 5 NW Exterior Frame - Wood Main 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 6 NW Exterior Concrete Block - Int Insul Main 7 44 0 9 4 410.7 ft2 0 0 0.6 0 7 NE Exterior Frame - Wood Main 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 8 NE Exterior Concrete Block - Int Insul Main 7 16 0 9 4 149.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 38 5 9 4 358.6 ft2 0 0.23 0.3 0 10 NE Exterior Concrete Block - Int Insul Main 7 14 0 9 4 130.7 ft2 0 0 0.6 0 11 NW Exterior Concrete Block - Int Insul Main 7 4 6 9 4 42.0 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low-E Double Yes 0.34 0.3 12.0 ft2 1 ft 4 in 0 ft 10 in None None 2 SE 1 Vinyl Low-E Double Yes 0.34 0.3 20.0 ft2 1 ft 4 in 0 ft 10 in Drapes/blinds None 3 SE 2 Vinyl Low-E Double Yes 0.34 0.3 24.0 ft2 1 ft 4 in 11 ft 8 in None None 4 SW 3 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft2 1 ft 4 in 3 ft 6 in Drapes/blinds Exterior 5 5 SW 3 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 6 SW 3 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 7 NW 5 Vinyl Low-E Double Yes 0.34 0.3 31.0 ft2 1 ft 4 in 0 ft 10 in None Exterior 5 8 NW 11 Vinyl Low-E Double Yes 0.34 0.3 21.3 ft2 15 ft 4 in 1 ft 6 in None None 9 NW 6 Vinyl Low-E Double Yes 0.34 0.3 16.4 ft2 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 10 NE 7 Vinyl Low-E Double Yes 0.34 0.3 41.3 ft2 1 ft 4 in 1 ft 3 in Drapes/blinds Exterior 5 11 NE 8 Vinyl Low-E Double Yes 0.34 0.3 54.0 ft2 1 ft 4 in 11 ft 3 in Drapes/blinds Exterior 5 12 NE 10 Vinyl Low-E Double Yes 0.55 0.43 80.0 ft2 6 ft 8 in 0 ft 0 in Drapes/blinds None 6/23/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 562.5 ft2 562.5 ft2 39 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000289 1648.6 90.51 170.21 .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 kBtu/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 Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 434.8 ft Attic 108.7 ft Default Leakage Main (Default) (Default) 1 1 6/23/2017 9:58 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y i Ceiling Fans: Cooling`] Jan HeatinH Jan j Feb HFebj Mar NMarApr fAprf May IMayJun Jun xlX Jul f Jul X AugX] flAu[ Se SeP Oct Oct j Nov fX] Nov Dec fX Dec Ventin [ ] Jan Feb X Mar X] A r Ma Jun Jul Aug Se [ Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 23/2017 9:58 AM 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 2850 GIPPER CIRCLE, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ftzb. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ft2 6. Conditioned floor area (ft2) 2174 b. N/A R= ft2 c. N/A R= ft2 7. Windows" Description Area 11 •Ducts R ft 2 a. U-Factor: Dbl, U=0.34 282.11 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 434.8 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 80.00 ft2 SHGC: SHGC=0.43 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 33.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 33.8 HSPF:8.20 Area Weighted Average Overhang Depth: 3.336 ft. Area Weighted Average SHGC: 0.329 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2 a. Electric EF: 0.94 b. Floor over Garage R=19.0 375.00 ft2 b. Conservation features c. other (see details) R= 95.00 ft2 None 15. Credits Pstat 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: r ,/'tf,- L /' ' Date Address of New Home: ` &13 Gcy 4/ `(-eAQ City/FL Zip: QOfoTNE STq), rti coo o 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. 6/23/2017 9:58 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot2lReagan Pointe7510B RDEL Alm Date: 12/29/2016 HEATING • AIR CONDITIONING Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING a s rI? ro ectlnformat on a. ...z .. irmaa,A'r .a a k aIN c °'S` •.,,.., ;4s #. For: David Weekley Homes Design Conditions Outdoor design DB: 92.4°F Sensible gain: 25688 Btuh Outdoor design WB: 76.3°F Latent gain: 3891 Btuh Indoor design DB: 75.0°F Total gain: 29580 Btuh Indoor RH: 50% Estimated airflow: 1100 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Actual airflow: 1100 cfm Sensible capacity: 25829 Btuh Latent capacity: 5276 Btuh Total capacity: 31105 Btuh Design Conditions Outdoor design DB: 41.9°F Indoor design DB: 70.0°F Model: CH14NB0360000B0+ FB4CNP036L 101 % of load 136% of load 105% of load SHR: 83% Heat loss: 22899 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0360000BO+FB4CNP036L Actual airflow: 1100 cfm Output capacity: 32040 Btuh 140% of load Supplemental heat required: 0 Btuh Meets are all requirements of ACCA Manual S. Entering coil DB: 75.8°F Entering coil WB: 62.9°F Entering coil DB: 69.8°F Capacity balance: 32 OF Economic balance: - 99 OF C WI. 1 ht Oftg 2017-Jun- 23 09:56:20 9 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 1 t2lReagan Poi nte7510B\Lot2lReagan Pointe751OB. rup Calc = MJ8 House faces: SW EI. -Ally Component Constructions Job: Lot2lReagan Pointe7510B P Date: 12/29/2016 H07MG• 11111CDNDn10NING 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: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (OF) 28 17 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.3 46.6 Dry bulb ff) 42 92 Infiltration: Daily range (°F) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions 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 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft= Btu h/ft-F ft2-°F/Btuh Btuh/ft Btuh Btu hV Btu ne 228 0.068 19.0 1.91 436 1.45 332 se 405 0.068 19.0 1.91 773 1.45 587 sw 208 0.068 19.0 1.91 397 1.45 301 nw 405 0.068 19.0 1.91 774 1.45 588 all 1246 0.068 19.0 1.91 2380 1.45 1809 ne 146 0.167 3.0 4.69 685 3.21 469 se 233 0.167 3.0 4.69 1091 3.21 748 sw 88 0.167 3.0 4.69 413 3.21 283 nw 415 0.167 3.0 4.69 1947 3.21 1334 all 881 0.167 3.0 4.69 4136 3.21 2833 Windows 2A- 2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang ( 5.2 ft window ht, 1.25 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, ne 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang ( 6 ft window ht, 11.25 ft sep.); 6.67 ft head ht 2A- 2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" ne gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.67 It overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 1/ 8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 0. 83 it sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, se 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang ( 4 ft window ht, 0.83 ft sep.); 6.67 ft head ht 337 0.091 13.0 2.56 862 1.42 477 42 0.340 0 9.55 397 22.3 928 54 0.340 0 9.55 516 22.3 1205 80 0.550 0 15.5 1236 38.9 3112 12 0.340 0 9.55 115 21.9 263 20 0.340 0 wrightsoft" Right -Suite® Universal 2017 17.0.16 RSU24011 ACCN ... t2l Reagan Pointe751 08\Lot2l Reagan Pointe751 0 B. rup Calc = MJ8 House faces: SW 9. 55 191 18.7 374 2017- Jun-23 09:56:20 Page 1 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 24 0.340 0 9.55 229 26.8 643 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 31 0.340 0 9.55 298 20.1 626 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 31 0.340 0 9.55 298 22.9 714 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 3.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 31 0.340 0 9.55 298 26.4 823 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.2 ft window ht, 0.83 ft sep.); 6.67 ft head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 21 0.340 0 9.55 204 18.5 394 1/8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (8 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 16 0.340 0 9.55 156 22.3 365 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 24 0.390 0 11.0 263 11.9 285 n 21 0.390 0 11.0 234 11.9 253 all 45 0.390 0 11.0 497 11.9 538 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 38.0 0.73 1016 1.40 1950 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, amb ovr 95 0.050 19.0 1.40 133 0.70 66 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 378 0.050 19.0 1.41 530 0.70 263 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 0 27.8 3279 0 0 t Wf 1 htsoft% 2017-Jun-23 09:56:20 9 Right -Suite® Universal 2017 17.0,16 RSU24011 Page 2 l'• ...t21 Reagan Pointe7510B\Lot21 ReaganPointe7510B.rup Calc = MJ8 House faces: SW Project Summary Job: Lot2l Reagan Poi nte751 OB 1 y Date: 12/29/2016 HEATING • AIR CONOmONING 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 Notes: LS 6/22/17 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 21207 Btuh Ducts 1692 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 22899 Btuh Infiltration Summer Design Conditions Outside db 92 OF Inside db 75 OF Design TD 17 OF Daily range M Relative humidity 50 % Moisture difference 47 gr/lb Sensible Cooling Equipment Load Sizing Structure 22710 Btuh Ducts 2979 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 25688 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3129 Btuh Ducts 763 Btuh Central vent (0 cfm) 0 Btuh Heating Coolingg4 none) Area (ft2 2174 21 Equipment latent load 3891 Btuh Volume (ft3) 21080 21080 Air changes/hour 0.41 0.21 Equipment total load 29580 Btuh Equiv. AVF (cfm) 144 74 Req. total capacity at 0.75 SHR 2.9 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 0.048 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 32 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-23 09:56:20 wri htsoft9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 AaCk ...t21 Reagan Pointe75108\Lo121 ReaganPointe7510B.rup Calc = MJ8 House faces: SW DEL AIR Right-JO Worksheet AM ''Ms 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: Lot2l Reagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name Entire House family 2 Exposed wall 275.0 ft 30.5 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 241.5 ft 5 Room area 2308.5 ft2 241.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 ne 1.91 1.45 270 228 436 332 0 0 0 0 2A-20v 0.340 ne 9.55 22.31 42 0 397 928 0 0 0 0 W 13A-3ocs 0.167 ne 4.69 3.21 280 146 685 469 131 51 238 163 Ej2A-2ov 0.340 ne 9.55 22.31 54 0 516 1205 0 0 0 0 11 2A-2ovd 0.550 ne 15.45 38.90 80 0 1236 3112 80 0 1236 3112 121E-0sw 0.068 se 1.91 1.45 437 405 773 587 0 0 0 0 2A-2ov 0.340 se 9.55 21.90 12 4 115 263 0 0 0 0 2A 2ov 0.340 se 9.55 1871 20 7 191 374 0 0 0 0 j 13A-3ocs 0.167 se 4.69 3.21 257 233 1091 748 0 0 0 0 G 2B-2fv 0.340 se 9.55 26.79 24 0 229 643 0 0 0 0 12E Osw 2A 2ov 0.068 0.340 sw sw 1.91 9.55 1.45 20.08 270 31 208 7 397 298 301 626 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 31 0 298 714 0 0 0 0 Y-D 13A-30cs 0.167 sw 4.69 3.21 112 88 413 283 0 0 0 0 11 DO 0.390 sw 10.96 11.88 24 24 263 285 0 0 0 0 t--G_, 12E40sw 0.068 nw 1.91 1.45 437 405 774 588 0 0 0 0 2A 2ov„ 0.340 nw 9.55 26.38 31 0 298 823 0 0 0 0 W 13A-3ocs 0.167 nw 4.69 3.21 453 415 1947 1334 154 154 722 495 LC 10C-v 0.340 nw 9.55 18.47 21 0 204 394 0 0 0 0 a 2A-2ov 0.340 nw 9.55 22.31 16 0 156 365 0 0 0 0 P _ D M-0sw 11D.o.-, - 0.091 0.390 n 2.56 10.96 1.42 11.88 358 21 337 21 862 234 477 253 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 1390 1390 1016 1950 0 0 0 0 0.056 1.40 0.70 95 95 13§ 66 0 0., 0 6 F 2OP-19t 0.050 1.40 0.70 378 378 530 263 0 0 0 0 F 22Artpl 0.989 27.79 0.00 918 118 3279 0 242 31 848 0 6 c) AED excursion 0 321 Envelope loss/gain 16772 17383 3044 3449 12 a) Infiltration 4436 1407 502 159 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 3000 600 Subtotal (lines 6 to 13) 21207 22710 3546 4668 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21207 22710 3546 4668 15 Duct loads 8 % 13 % 1692 2979 0 % 0 % 0 0 Total room load 22899 25688 3546 4668 Air required (cfm) 1100 1100 170 200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rF wrightsoft- 2017-Jun-23 09:56:20 4C Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 t21 Reagan Pointe7510B\Lot21 Reagan Pointe751OB. rup Calc = MJ8 House faces: SW DEL -AIR Right-M Worksheet HMM - AM'"'mr DMG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot2l Reagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name dining kitchen 2 Exposed wall 34.0 ft 37.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 1.0 x 193.0 ft 1.0 x 444.8 ft 5 Room area 193.0 ft2 444.8 ft2 Ty Construction number U-value Btuh/ft2-'F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 ne 1.91 1.45 0 0 0 0 0 0 0 0 C 2A-2ov 13A-3ocs 0.340 0.167 ne ne 9.55 4.69 22.31 3.21 0 149 0 95 0 447 0 306 0 0 0 0 0 0 0 0W 11 Ef2A-20v G 2A-2ovd 0.340 0.550 ne ne 9.55 15.45 22.31 38.90 54 0 0 0 516 0 1205 0 0 0 0 0 0 0 0 0 12E-0sw 2A-2ov 2o2Av 0.068 0.340 0.340 se se se 1.91 9.55 9.55 1.45 21.90 18.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V J G 13A-3ocs 28-2fv 0.167 0.340 se se 4.69 9.55 3.21 26.79 117 24 93 0 435 229 298 643 107 0 107 0 504 0 345 0 12E-Osw 2A-2ov 2A-2ov 0.068 0.340 0.340 sw sw sw 1.91 9.55 9.55 1.45 20.08 22.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 T-D 13A-30cs 11DO 0.167 0.390 sw sw 4.69 10.96 3.21 11.88 0 0 0 0 0 0 0 0 51 24 27 24 128 263 88 285 W' G vV 12E-Osw 2A-2ov 13A-3ocs 0.068 0.340 0.167 nw nw nw, 1.91 9.55 4.69 1.45 26.38 3.21 0 0 51 0 0 30 0 0 141 0 0 96 0 0 191 0 0- 175 0 0 821 0 0 562 II G P ' 10C-v 2A-2ov 12C-Osw 0.340 0.340 0.091 nw nw 9.55 9.55 2.56 18.47 22.31 1.42 21 0 0 0 0 0 204 0 0 394 0 0 0 16 358 0 0 337 0 156 862 0 365477 D C 11 DO _. - _. 1613-38ad 0.390 0.026 n 10.96 0.73 11.88 1.40 0 0 0 0 0 0 0 0 21 0 21 0 234 0 253 0 F 20P-19f. 0.050 1.40 0.70 0 0 0 0 0 0 W Q 0 F 20P-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 2A tpl 0.989 27.79 0.00 193 34 945 0 445 38 1042. 0 6 c) AED excursion 215 59 Envelope loss/gain 2916 2726 4010 2316 12 a) Infiltration 560 178 617 196 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 3476 3134 4627 3712 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 0% 0% 0 0 3476 0 0 0 3134 0 00/ 0% 0 0 4627 0 0 0 3712 0 Total room load Air required (cfm) 3476 167 3134 134 46271292 3712 159 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WrlgFftsOTt' 2017-Jun-23 09:56:20 Right -Suite@ Universal 2017 17.0.16 RSU24011 Page 2 121ReaganPointe7510B\Lot2lReaganPointe7510B.rup Calc = MJ8 House faces: SW DEL --AIR Right-J® Worksheet MG - AM CGKW nDMG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot2lReagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name pwdr mstr bth 2 Exposed wall 16.0 ft 23.0 ft 3 Room height 9.3 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.5 x 6.0 ft 1.0 x 134.0 ft 5 Room area 39.0 ft2 134.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N f- 12E- Osw 0.068 ne 1.91 1.45 0 0 0 0 108 108 206 157 2A- 2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 ne 4.69 3.21 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 11 2A-2ovd 0.550 ne 15.45 38.90 0 0 0 0 0 0 0 0 12E- 0sw 0.068 se 1.91 1.45 0 0 0 0 99 87 166 126 2A- 2ov 0.340 se 9.55 21.90 0 0 0 0 12 4 115 263 2A- 2ov 0.340 se 9.55 18.71 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 se 4.69 3.21 33 33 153 105 0 0 0 0 2B- 2fv 0.340 se 9.55 26.79 0 0 0 0 0 0 0 0 J F- C 12E- 0sw 2A- 2ov 0. 068 0. 340 sw sw 1. 91 9. 55 1. 45 20. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 V 13A-3ocs 0.167 sw 4.69 3.21 61 61 285 195 0 0 0 0 D 11D0 0.390 sw 10.96 11.88 0 0 0 0 0 0 0 0 W 12E-Osw 0.068 nw 1.91 1.45 0 0 0 0 0 0 0 0 I-- G 2A-2ov 0.340 nw 9.55 26.38 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 nw 4.69 3.21 56 56 263 180 0 0 0 0 10C- v 0.340 nw 9.55 18.47 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 L- D 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.73 1.40 0 0 0 0 134 134 98 188 F 20P-19t 0.650 1.40 0.70 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-to 0.989 27.79 0.00 39 16 445 0 0 0 0 0 6 c) AED excursion 36 64 Envelope loss/gain 1145 444 585 798 12 a) Infiltration 263 84 365 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1409 527 9501 914 Less externalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1409 527 950 914 15 Duct loads 0% 0% 0 0 21 % 28% 197 255 Total room load 1409 527 1148 1169 Air required (cfm) 68 23F 55 50 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsaft" 2017-Jun-23 09:56:20 ACC%, Right- Suite(E)Universal 2017 17.0.16 RSU24011 Page 3 t2lReaganPointe75106\ Lot2lReaganPointe751OB.rup Calc = MJ8 House faces: SW DEL -AIR Right-M Worksheet CoK na ` 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: Lot2lReagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name mstr we mstr rm 2 Exposed wall 4.0 ft 30.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 4. 0 x 6.0 ft 24. 0 ft2 1. 0 x 237.5 ft 237. 5 ft' Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 J 12E-Osw 0.068 ne 1.91 1.45 36 36 69 52 126 84 161 123 I- G 2A-2ov 13A- 3ocs 0. 340 0. 167 ne ne 9. 55 4. 99 22. 31 3. 21 0 0 0 0 0 0 0 0 42 0 0 0 397 0 928 0 2A- 20v 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 11 2A-2ovd 0.550 ne 15.45 38.90 0 0 0 0 0 0 0 0 W G 12E- Osw 0.068 se 1.91 1.45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.55 21.90 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.55 18.71 0 0 0 0 0 0 0 0 j t-G 13A- 3ocs 0.167 se 4.69 3.21 0 0 0 0 0 0 0 0 26- 2fv 0.340 se 9.55 26.79 0 0 0 0 0 0 0 0 12E- 0sw 2A- 2ov 0. 068 0. 340 sw sw 1. 91 9. 55 1. 45 20. 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 T- D 13A- 3ocs 0.167 sw 4.69 3.21 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.96 11.88 0 0 0 0 0 0 0 0 J 12E-Osw 0.068 nw 1.91 1.45 0 0 0 0 144 144 275 209 I- G 2A-2ov 0.340 nw 9.55 26.38 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 nw 4.69 3.21 0 0 0 0 0 0 0 0 1OC- v 0.340 nw 9.55 18.47 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 L-- D 11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 24 24 18 34 238 238 174 333 F 20P-1.9t 0.050 1.40 0.70 0 0 0 0 77 77 108 54 F 20P-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 69 Envelope loss/gain 86 79 1116 1578 12 a) Infiltration 64 20 476 151 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 150 99 1592 2559 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 150 99 1592 2559 15 Duct loads 21 % 28% 31 28 21 % 28%1 330 714 Total room load 181 127 1922 3273 Air required (cfm) 9 5 92 140 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4C P. wrightsoR" 2017-Jun-23 09:56:20 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 4 t21 Reagan Pointe75106\Lot21 Reagan Pointe75106.rup Calc = MJ8 House faces: SW PDEL--AIR Right-M Worksheet HUM -1 M BONDRID = Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot2l Reagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name mstr wic util 2 Exposed wall 5.0 ft 6.5 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 98.0 ft 98.0 ft2 8.5 x 6.5 ft 55.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuh/ft2) 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 1.91 1.45 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 13A-30cs 0.167 ne 4.69 3.21 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 11 2A-2ovd 0.550 ne 15.45 38.90 0 0 0 0 0 0 0 0 12E-0sw 6.068 se 1.91 1.45 45 45 86 65 0 0 0 0 2A-2ov 0.340 se 9.55 21.90 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.55 18.71 0 0 0 0 0 0 0 0 VN 13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 0 0 0 0 t-G 26-2fv 0.340 se 9.55 26.79 0 0 0 0 0 0 0 0 12E-Osw 0.068 sw 1.91 1.45 0 0 0 0 0 0 0 0 2A-20v 0.340 sw 9.55 20.08 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 13A-3ocs 0.167 sw 4.69 3.21 0 0 0 0 0 0 0 0 D 11DO 0.390 sw 10.96 11.88 0 0 0 0 0 0 0 0 yJ 12E-Osw 0.068 nw 1.91 1.45 0 0 0 0 59 59 112 85 G 2A-2ov 0.340 nw 9.55 26.38 0 0 0 0 0 0 0 0 13A-3ocs 0.167 nw 4.69 3.21 0 0 0 0 0 0 0 0 10C-v 0.340 nw 9.55 18.47 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 L-D 11D0_ 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 98 98 72 137 55 55 40 77 F 20P-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 22A-to 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 15 51 Envelope loss/gain 158 188 152 111 12 a) Infiltration 79 25 103 33 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) 237 213 255 744 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 237 213 255 744 15 Duct loads 1 21 % 28% 49 60 21 % 289/6 53 208 Total room load 286 273 308 952 Air required (cfm) 14 12 15 41 Calculations aDoroved by ACCA to meet all requirements of Manual J 8th Ed 4F wrightsoft- 2017-Jun-23 09:56:20 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 5 l21 ReaganPointe751 OB\Lot21 Reagan Pointe75106.rup Calc = MJ8 House faces: SW l DEL -AIR Right-J® Worksheet G 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: Lot2l Reagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name rm 2 bth 2 2 Exposed wall 14.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 170.8 ft 170.8 ftz 10.0 x 5.5 ft 55.0 ft2 Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ft? °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw 0.068 ne 1.91 1.45 0 0 0 0 0 0 0 0 L 2A-20v 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 0.167 ne 4.69 3.21 0 0 0 0 0 0 0 0 T= 13A-3ocs 2A-2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 11 2A-2ovd 0.550 ne 15.45 38.90 0 0 0 0 0 0 0 0 12E-0sw 0.068 se 1.91 1.45 126 106 203 154 0 0 0 0 2A-2ov 0.340 se 9.55 21.90 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.55 18.71 20 7 191 374 0 0 0 0 t-G 13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 0 0 0 0 26-2fv 0.340 se 9.55 26.79 0 0 0 0 0 0 0 0 12E-Osw 0.068 sw 1.91 1.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 20.08 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 t-D 13A-3ocs 0.167 sw 4.69 3.21 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.96 11.88 0 0 0 0 0 0 0 0 12E-0sw 0.068 nw 1.91 1.45 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw, 9.55 26.38 0 0 0 0 0 0 0, 0 13A-3ocs 0.167 nw, 4.69 3.21 0 0 0 0 0 0 0 0 10C-v 0.340 nw 9.55 18.47 0 0 0 0 0 0 0 0 2A-2ov 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.73 1.40 171 171 125 240 55 55 40 77 F 20P-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.40 0.70 67 67 94 47 52 52 73 36 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 152 7 Envelope loss/gain 612 966 114 106 12 a) Infiltration 222 71 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 834 1037 114 106 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 834 1037 114 106 15 Duct loads 21 % 28 % 173 289 210 28 % 24 30 Total room load 1008 1326 137 136 Air required (cfm) 48 57 7 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl7tsOfYc` Right -Suite® Universal 2017 17.0.16 RSU24011 2017-Jun-23 0 Page 6 t21 ReaganPointe7510B\Lot21 ReaganPointe7510B.rup Calc = MJ8 House faces: SW g DEL --AIR Right-J® Worksheet capWWWO 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: Lot2lReagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name rm 2 wic retreat 2 Exposed wall 3.0 ft 41.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 8. 5 x 3.0 ft 25. 5 ft2 1. 0 x 368.3 ft 368. 3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-IF) 13tuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ 12E-0sw 0.068 ne 1.91 1.45 0 0 0 0 0 0 0 0 2A- 2ov 13A- 3ocs 0. 340 0. 167 ne ne 9. 55 4. 69 22. 31 3. 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 2A- 2ov 2A- 2ovd 0. 340 0. 550 ne ne 9. 55 15. 45 22. 31 38. 90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E- 0sw 0.068 se` 1.91 1.4'5 27 27 52 39 32 32 60 46 2A- 2ov 2A- 2ov 0. 340 0. 340 se se 9. 55 9. 55 21. 90 18. 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cj 13A-3ocs 0.167 se 4.69 5.21 0 0 0 0 0 0 0 0 t- G 2B-2fv 0.340 se 9.55 26.79 0 0 0 0 0 0 0 0 G LG 12E- Osw 2A- 2ov 0. 068 0. 340 01340. sw sw sw 1. 91 9. 55 9, 55 1. 45 20. 08 22. 90 0 0 0 0 0 0 0 0 0 0 0 0 104 0 31 72 0 0 138 0 298 105 0 714 VL- D 2A- 2ov,_ 13A- 30cs 0.167 sw 4.69 3.21 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.96 11.88 0 0 0 0 0 0 0 0 12E- Osw' 0.068 nw 1.91 1.45 0 0 0 0 234 203 388 294 G 2A 2ov ,, 0.340 nw 9.55 26.38 0 0 0 0 3,1 0 298 823 W 13A-3ocs 0.167 nw 4.69 3.21 0 0 0 0 0 0 0 0 t OC-v 0.340 nw 9.55 18.47 0 0 0 0 0 0 0 0 LAC2A2ov, 0.340 nw 9.55 22.31 0 0 0 0 0, 0 0 0 P 12C Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 D C 11DO- w . 166- 38ad 0. 390 0. 026 n , 10.96 0. 73 11. 88 1. 40 0 26 0 26 0 19 0 36 0 368 0 368 0 269 0. 517 F. 20P 19t , 0.050 1.46 0.70 0 6 0 0 18 18 25 12 F 20P-19t 0.050 1.40 0.70 26 26 36 18 17 17 24 12 F 22A tpl-_.. , 6.989 27.79. 0.00 6 0 0 0' 0 0 0 0 6 c) AED excursion 7 375 Envelope loss/gain 106 86 1500 2898 12 a) Infiltration 48 15 651 206 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 154 101 2151 3105 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 154 101 2151 3105 15 Duct loads 21% 28% 32 28 21 % 28% 446 867 Total room load 186 129 2597 3972 Air required (cfm) 9 6 125 170 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed wrightsoft' 2017-Jun-23 09:56:20 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 7 t21 Reagan Pointe7510B\Lot21 ReaganPointe7510B.rup Calc = MJ8 House faces: SW 1 DEL -AIR Right-JO Worksheet i"'°CMUNnOlM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot2lReagan Pointe7510B Date: 12/29/2016 By: FJF 1 Room name rm 3 wic rm 3 2 Exposed wall 4.5 ft 26.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 5 Room dimensions Room area 4. 5 x 8.0 It 36. 0 ft' 1. 0 x 186.0 ft 186. 0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (ftz) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12E-Osw 0.068 ne 1.91 1.45 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 13A- 30cs 0.167 ne 4.69 3.21 0 0 0 0 0 0 0 0 2A- 2ov 0.340 ne 9.55 22.31 0 0 0 0 0 0 0 0 11 2A-2ovd 0.550 ne 15.45 38.90 0 0 0 0 0 0 0 0 W 12E-0sw 0.068 se 1.91 1.45 0 0 0 0 108 108 206 157 G 2A-2ov 0.340 se 9.55 21.90 0 0 0 0 0 0 0 0 2A- 2ov 0.340 se 9.55 18.71 0 0 0 0 0 0 0 0 V J 13A-3ocs 0.167 se 4.69 3.21 0 0 0 0 0 0 0 0 T-- G 2B-2fv 0.340 se 9.55 26.79 0 0 0 0 0 0 0 0 12E- Osw 0.068 sw 1.91 1.45 41 41 77 59 126 95 181 138 2A- 2ov 0.340 sw 9.55 20.08 0 0 0 0 31 7 298 626 2A- 2ov 0.340 sw 9.55 22.90 0 0 0 0 0 0 0 0 Y- D 13A- 3ocs 0.167 sw 4.69 3.21 0 0 0 0 0 0 0 0 11 DO 0.390 sw 10.96 11.88 0 0 0 0 0 0 0 0 1/ f/ 12E-0sw 0.068 nw 1.91 1.45 0 0 0 0 0 0 0 0 t-- G 2A-2ov 0.340 nw 9.55 26.38 0 0 0 0 0 0 0 0 13A- 3ocs 0.167 nw 4.69 3.21 0 0 0 0 0 0 0 0 IOC- v 0.340 nw 9.55 18.47 0 0 0 0 0 0 0 0 2A- 2ov 0.340 nw 9.55 22.31 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.56 1.42 0 0 0 0 0 0 0 0 L- D, 11 DO 0.390 n 10.96 11.88 0 0 0 0 0_ 0 0 0 C 166-38ad 0.026 0.73 1.40 36 36 26 50 186 186 136 261 F 20P-19t 0.050 1.40 0.70 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.40 0.70 32 32 45 22 184 184 259 128 F 22A-tpl 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 206 Envelope loss/gain 149 122 1080 1516 12 a) Infiltration 71 23 413 131 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 220 144 1493 1647 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 220 144 1493 1647 15 Duct loads 21% 28% 46 40 21 % 28% 310 460 Total room load 266 185 1803 2106 Air required (cfm) 13 8 87 90, Calculations awroved by ACCA to meet all reauirements of Manual J 8th Ed wrightsoft` 2017-Jun-23 09:56:20 AGE Right - Suite® Universal 2017 17.0.16 RSU24011 Page 8 t2lReaganPointe7510B\ Lot2lReaganPointe7510B.rup Calc = MJ8 House faces: SW DEcL-AIR Y YpDuctSystemSummary Job: Lot2lReagan Pointe7510B Date: 12/29/2016 HWMG- AIR CDN11MOKING 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. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H 20 0. 173 in/100ft 1100 cfm Cooling 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 173 in/100ft 1100 cfm 139 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bth 2 h 137 7 6 0.244 4.0 Ox 0 VIFx 13.2 85.0 st2 dining h 3476 167 134 0.184 8.0 Ox 0 VIFx 35.2 95.0 SO family c 4668 170 200 0.185 8.0 Ox 0 VIFx 35.1 95.0 Sti kitchen h 4627 222 159 0.196 8.0 Ox 0 VIFx 27.4 95.0 SO mstr bth h 1148 55 50 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 mstr rm c 3273 92 140 0.192 7.0 Ox 0 VIFx 24.9 100.0 st3 mstr we h 181 9 5 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 mstr wic h 286 14 12 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 pwdr h 1409 68 23 0.173 5.0 Ox0 VIFx 43.7 95.0 SO retreat c 3972 125 170 0.234 7.0 Ox 0 VIFx 17.7 85.0 st2 rm 2 c 1326 48 57 0.231 6.0 Ox0 VIFx 18.8 85.0 st2 rm 2 wic h 186 9 6 0.225 4.0 Ox 0 VIFx 21.7 85.0 st2 rm 3 c 2106 87 90 0.221 6.0 Ox0 VIFx 23.8 85.0 st2 rm 3 wic h 266 13 8 0.225 4.0 Ox 0 VIFx 21.5 85.0 st2 util c 952 15 41 0.239 4.0 Ox0 VIFx 15.2 85.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st3 Peak AVF 170 207 0.183 469 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 473 584 0.183 744 12.0 0 x 0 VinlFlx SO Peak AVF 627 516 0.173 587 14.0 0 x 0 VinlFlx wri htsoft` 2017- Jun-23 09:56:21 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 ACrA... t2lReaganPointe7510B\Lot2lReaganPointe7510B.rup Calc = MJ8 House faces: SW Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design IF 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 wrightsoft$ Right -Suite® Universal 2017 17.0.16 RSU24011 ACAZA...t2lReaganPointe7510B\Lot2lReaganPointe7510B.rup Calc = MJ8 House faces: SW 2017-Jun-23 09:56:21 Page 2 FORM R405-2014 Florida Department of Business and Professional Regulations Kesidential Whole Building Performance and Prescriptive Methods ADDRESS: 2850 GIPPER CIRCLE Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 13 R403.2.2 Sealing (Mandatory)Ul ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/22/2017 2:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 WC) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60oC). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/22/2017 2:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/22/2017 2:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot21 ReaganPointe7510B Builder Name: David Weekley Homes Street: 2850 GIPPER CIRCLE Permit Office: City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/22/2017 2:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot21 ReaganPointe7510B Builder Name: David Weekley Homes Street: 2850 GIPPER CIRCLE Permit Office: City, State, Zip: SANFORD , FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 Cond. Floor Area:: 2174 sq.ft. Cond. Volume: 19783 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: Eq LA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 6/22/2017 2:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 4' dryer duct 1444 rag to roof cap 12. w/dryer vent box W 14-11' 3- IC' 4'- 6' 20' - 7' 2)4-0 5-2 SH @T-4' 9.4 n lw OWNER'S WNEI RETREAT G4' 10x6 c xH 5' 50 z-E I 140 12x6 lwcdlax I I 1wcd 14' io 1 9' " 10' DRYER1; 11 e =. B ATH 12 13 14 T? 1s 4 s 6, 17 7' 15 12x6 lwcd 1708x4 iw RFT EAT q ¢i Il0 X/ 2' b 13' R R2S BEDRM 2 55 6' 14' 12x12 rag 2)3-G 5.2 SH Transfer ducts/grilles sized In compliance with Florida Residential aw—J. Building Code - M16UP-4 Balanced 2)3-0-S.eturn Air, exceptions 1-3. Builder @7-g, must provide unrestricted 1 Inch 3•s' 4' •rundercut on doors to habitable rooms. 3' bath duct to roof cap w/ fan M Nutone 696RN 3. 0 TON W/8KW 2240V 1PH 1843 plen 2244 rad platform by b( dr scale 11/8'-1'0' HONEYWELL 2 ZONE DAMPER SYSTEM HZ221K m ARDI4TZ g p Be ARD12TZ O CPRD10 BATS C7735A 1000 z- I TH6320U1000DAG 60 z- e TH6320U1000DAG 4Ova trans FLORIDA Core Plan Notes Oy0rT5 7 ALL BEDROOM WINDOWS TO MEET EGRESS EQUAL SASH WINDOWS PER COMLMUNITYSPECS. KITCHEN APPLIANCES PER COMMUNITY SPECS. STAIR TRIM PER COMMUNITY SPECS. SEE NT DETAL EXTERIOR STEPS: MIN. 3E" WIDE, 10' DEEP 6 MAX 7314" HIGH b MAXI 1,2" HIGH THRESHOLD AT EXTERIOR DOORS MIN. 26MINUTE FIRE RAT=D,1 3,8' SOLID WOOD, OR 1 ST SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE B LIVING SPACE AND EQUIPPED WITH A SELFCLOSNG DEVICE. 51" TYPE X IFIRE RATED) GYPSUM BOARD AT GARAGE CEILNG WHEN HABITABLE ROOMS AREABOVE. 1' 7' GYPSUM BOARD AT ALL GARAGE WALLSMEILINGS SEPARATING GARAGE FROM b RESIDENCE OR ATTIC. R212.2. 1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF ANOPERABLE W NDOW IS LOCATED MORE THAN 72INCHES ABOVE THE FNISHED GRAD= O R SURFACE E ELCW, THE LOWEST FART OF THE CLEAR OPENING SHALL BE A MNNLIM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM N WHICH THE WINDOW IS LOCATED. OPERABLE S ECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4-IN- DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR R612. 7. 1 ANCHCRING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALLBE ANCHORED IN ACCORDANCE WfTH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED 14' - 0" I6" 12. 8" 5'•ID" A/C 3)3- 0 11 PAD J 1 4SOFFITB•. (E DINING I fib m IG•3 BdSGD Fp a C. HB 14x8 lwcd 135 FAMILY B'• 0 3'-6" 3'-D' 7 4 L7' HIGH Wfj LOOPED 1 VENT ' D V 8• 14x8 wcd KITCHEN 1 e lwc 200 8' ys 160 ti N ovEN R=FG. O ao t b GUARDRAIL 1 =" --- 35' HISH H=.H rr 2)( E WALL 3 2 1 k m 2 CAR PER 1. 16'x12' GARAGE E. IIYP.) t0 2 I 196EIC,3 I 3 eo 1e i- P*.-J ti ENTR 2- B to 1 - 0 B-0 16 G 7-0 GARAGE DOOR a R 3' bath duct 10 6251 I to Wall cap W/f, an t PLR. LINEABOVE1Nutone696RNBbI6'-8" 4'-4' 9.4 SOFFIT IVL6L--- 1FRAME DB EO. TO COLUMN WIDTH:9•GLY• i--- FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE 12" SC WOOD COLUMN ITYP.) N EQUAL OR GREAT=R ANCHCRNG PEaFORTN.NCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. - Y TUB• SHOVL- R WALL HT. VARIES FRTUBMAN. TUB;WALL HTS2G"OR 23'PER TUBSPECS. 2 2 g VERIFY INFIELD 12' 2' 1T 17 HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD Rating Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. Atl duct has an r=6 insulation value. N m z 0 aCU Lei I— QjQj H 1 O nn W CLr- i Q1 CD3 I z OJ nV l QCDA CD M LL Q J t\ J ry L z 0 N m w z 0 Z p LU i QD Q0DQIXmCL-icn0o PLOT PLAN RECORD COPY LEGAL DESCRIPTION: LOT 21, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45-52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES 2850 Gipper Circle Sanford, FL 32773 Area Calculations Total Lot Area= 3,189 sq ft (100%) Impervious Area= 1,825 sq ft (57%) Pervious Area= 1,364 sq ft (43%) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan r= Proposed Elevation Proposed Top of Wall Elevation 0 o o. IV= Proposed Bottom of Wall Elevation y grS v$ s L Px+ 2850 GIPPER CIRCLE SANFORD, FLORIDA 32771 ZON 3P 11 - Zo-79 DATE_LLJz1 Ok to construct single family home with setbacks and impervious area shown on plan. s 0 Lot 20 Q o. ':;3' p o o Lot 21clA ° G, o .... e 0 4 :':':':': 00 \ o moo o5 G.::::..;::.:....:.: o i . ° Qt040 Ge ...................:. e d oc •° o5e R L? ..... Q OQ........... Q1 t .. 9 S7e O o °o'rn. S Goo °s Vv Pd- a . 5 Lot 22 so Jar a o0 s rA J P.C. located on Lot 22 T This is NOT a Boundary Survey Graphic Scale 0' 10' 20' 40' Scale: 1 "=20' J Field Date: 6/21/2017 Date Completed: 6/21/2017 NOTES- Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB'. I hereby Codify that this Boundary Survey of the above Des c ibed Property is True and Correct to the Best of my Knowledge and Belief as recently Surveyed under myDirection onthe Date Shown. Based onInformation furnished toMe as Noted and Conforms to the Standards of Practice for Land Surveying Adh Stele of Florida in accordance with Chapter SJ-17.052 Florida Drawn By: M. C. File Number:IS-38458 PP Legend- c Calculated Centerline PC - Pointof curvature pg. -Page Building Ties are NOTto beused ro reconstruct Property Lines. FenceOwnershipisNOTdetermined. Administrative Codes, Pursuant t ction 472 27 Florida Statutes. CK._(Rg B Concrete Block PI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS P 0w -ar9 Q .o ? CMConcreteMonument. p.0.8.-Point of Beginning otherwise noted. FOR Cone. Concrete P.O.L.-Point on Line Septic Tanks and/or Drainfield locations are approximateand MUSTbe verified by No.s r THE D Description Drainage Easement PP -Power Pde - PRM -Permanent Reference appropriate Utility Location Companies. sTnT FIRM r Patrick K. Irelan ',.,Feon,oF 6637 LB 7623 ES- Esmt. -EasementMonumentUseofThisSurveyfPurposesthanIntended, Without Written Verification, Will be y or poseF.E.M. A.- Federal Emergency PT -Point of Tangency g atthe UsersSole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This RJJoYfpr of Said Parties. Management ono R - Radius 9 9 ConstruedtoeANYRi htsorBenefitstoAn one Other than those Certified. give 9 YTVALIde' mbossse Survey iithSifveyorsed ThisSurve NOTVALIDUNLandEmbossedwithSurveyorsSeal. Embossed FFE IPFinished Floor Elevation Found Iron Pipe nRed. - Radial Rec - Reber &Cap Rid. - Recovered POINTSOFINTEREST- PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSS S UTILITY IT e a idAssoCl,ates Surveying, Inc, L L MLength (Arc) Red. - Roofed Y" & EASEMENT: DocuSigned by: f N8D Measured Nail & Disk Set - Set Reber cap "LB 7623• p "L f,f. 1301 S. International Parkway Suite 2001 N.R. Non - Radial Typ. - Typical l Y .l MAJ EP Lake Mary, Florida 32746 ORB P Official RecordsBook Plat UE - Utility Easement WM - Water Meter www.irelandsurveying.com P.B. Plat Book A - Delta (Central Angle) 810ED63FCAE64EB...If Office-4O7. 678. 3366 Fax-407.320.8165 fl- Wood Fence0- - Chain Link Fence RI I 4" SAN sewer VTR I i i2- AAV VTRJ WM LA AAV II WC LAV II!I CD 2. 0 43 N n[ Q QN o 3 " iReo. go, ri's 31SAN up to 2nd floor Pcoiri LcD- t 21 H RECORD COPY Residential Load Demand General Method 2174 square feet X 3VA = 6522 VA Small appliance load 3000 VA Laundry 1500 VA total 11,022 VA First 3000VA @ 100% 3000 VA Remaining @ 35%................2807 VA total 5807 VA Dryer Disposal Dishwasher Refrigerator Water Heater Range. Heat Micro. total Model 17-2079 nSANFORD 5000 VA <f pp-vke 650 VA 1200 VA 720 VA 4500 VA 8000 VA 8000 VA 1200 VA 35,077 VA - 240V= 146 amps= 150 amp service 7510 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 r i W N J W o- Q cf) o LLJ c c ry -_ W c- 0 Z Q O Ci p U Q cn Q c- ry Q W W i z W Z Q F— 0 O O QaJ J r W 1` C= W c- C/-) Q) V) D cn otf cn H ::3 W o Q Q) 3: ry J Q r t 2xB EDGEl BY C NERS CV cV cV uj CCO W CCD W ccoo ccoo Ld LJ co LLI co LLI r•---6 s--r-5 4" 18 I 1 s It FLOOR TRUSS LAYOUT r t RECORD COPY Illlll!KalI ImIw1 1MrW o MIMIM IWIWIWI& pi I/iM11 1 1. I I. tl 1 1. 1 1. 1®• I•I•I I-I I I I f--12' 18' 2n d FLOOR TRUSS LAYOUT 2079 GSANFORD SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 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 LUS24 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 0 - 9'-4" HEIGHT 23) THA422 3) LUS24 19'-8" HEIGHT 1) HUS26 0'-0" HEIGHT 0'-0" HEIGHT NOTE IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR CHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS GINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT D/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE iST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT IOR TO FABRICATION. THIS 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, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL 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 SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING WRING ERECTION; AND PERMANENT BRACING WHICH MAY BE REGUIRED IN SPECIFIC APPLICATIONS SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING h 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/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED 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. ROOF FLOOR TRUSSES TRUSSES ACCU-SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER DAVID WEEKLEY HOMES JOB NAME 7510 — B LOT/BLK/SUBDIV LOT 21 REAGAN POINTE SCALE DATE DRAWN BY JOB NUMBER e-16-17 DRRH 17063 This document has been electronically RECORD COPY signed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. Alpine, an ITW Company10,,M """"•. 2400 Lake Orange Drive Suite 150 Orlando FL 3283( 27FloridaEngineeringCertificateofAuthorizationNumber:•.CFloridaCertificateofProductApproval # FL1999\GFSPage1ofIDocumentID: I W 1 P408-Z 141609592Na. 70861 Truss Fabricator: Accu-Span Truss CompanyJobIdentification: 17063-/7510 - B -DAVID WEEKLY -- Lot 21 Reagan Poi EEKLY-Lot 21 Truss Count: 33RYA -"rModelCode: FIorida BuiIding Code 5th Edition (2014)0 Truss Criteria: TPI-2007(STD) •A*..W. Engineering Software: Alpine Software, Vers i On 15.01. s Ati Structural Engineer of Record: The identity of the structural FOR d i d not exist as of Address: the seal date per section 61615-31.003(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: 06/16/2017 1. Determination as to the suitability of these truss components for the William H.Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 2400 Lake Orange Dr, Suite150 on the individual truss component drawing. Orlando FL, 32837 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: STRBRIBR-14015EC1-GBLLETIN-BRCLBSUB-14030EC1-DEFLCAMB- Ref Description Drawin # Date 1 79796--A1 17167020 06/16/17 2 79797--A3 17167001 06/16/17 3 79798--A4 17167002 06/16/17 4 79799--A5 17167019 06/16/17 5 79800--A6 17167018 06/16/17 6 79801--A6A 17167159 06/16/17 7 79802-41 17167012 06/16/17 8 79803--B2 17167017 06/16/17 9 79804--B3 17167160 06/16/17 10 79805--B3A 17167161 06/16/17 11 79806-41 17167013 06/16/17 12 79807-41A 17167011 06/16/17 13 79808-42 17167006 06/16/17 14 79809-42A 17167016 06/16/17 15 79810-43 17167008 06/16/17 16 79811-43A 17167009 06/16/17 17 79812-44 17167016 06/16/17 18 79813-44A 17167162 06/16/17 19 79814-4413 17167163 06/16/17 20 79815-45 17167164 06/16/17 21 79816-45A 17167165 06/16/17 22 79817-46 17167166 06/16/17 23 79818-46A 17167167 06/16/17 24 79819--FG1 17167168 06/16/17 25 79820--FG2 17167010 06/16/17 26 79821--EJ6 17167169 06/16/17 27 79822--EJ6A 17167170 06/16/17 28 79823--EJ7 17167007 06/16/17 29 79824--EJ7A 17167171 06/16/17 30 79825--CJ1 17167003 06/16/17 31 79826--CJ3 17167006 06/16/17 32 79827--CJ5 17167004 06/16/17 33 79828--HJ7 17167014 06/16/17 1 Z 79 ZpLD/Nc SANFORD O pARTM THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1/VVJ-//DIV - o -V u YI..— -- LUl 41 Reagan roin-ce - mi F e Set: 13B (Effective 6/1/2013) chord 2x4 SP #2 Dense chord 2x4 SP #1 Dense :62 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 24.10 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. Truss passed check for 20 psf additional bottom chord live load in areas with 42% high x 24"-wide clearance. 4X6(R) III 3X6(A1) = 3X6(A1) 1-4- 1-4- 15-0-0 _I, 15-0-0 ,I 1310 U=311 W=4" 30-0-0 Over 2 Supports R=1310 U11311 W=4" RL=180/-180 PLT TYP. Wave Lpog AN n'W COMAkNY 2400 Lake Orange Dr., Suite 150 Odando, FL 32837 FL COA 40 278 Design Crit: FBC2014Res/TPI-2007(STD) FT/ RT=O%(0%)/O(0) 15 WARNING READ AND FOLLOW ALL NOTES ON THIS DRANINGI IIW" TANT•• EURN ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses roq.... a emo a in fabrrcaeing, ba d —R, snipping, n calling and lb-ing, Refor to an be latest etlrtlon , eSIc(Builtling Component Safety Inform. tion, bysTPI a d WTCA)rI ety p... t d o performing t c Inscalle I provide temporary b r.0 per GeV oUnless ntb op c FeIIHM1 efpeoper ly a betl s r ral s ing antl b nil H a properly a igidneeiling. Locations s own tfo. permanent. l aterala re scrai t oftw .. ..... .Have beating inatalletltpe s . 3, B] or 810. 'a applicable. Apply places to paces ace of tru d position as shown above betJolntDetails, unres.s .d otherwise. Rafe, co tlr.wingsf160A-2 forsst.ndard plate positions. Alpine, a d vision of ITW Building Componancs Group Inc, shall not o aspons... for any doviati n fro, ing, . nylf.ilura t e ru ss In canform.nce witb AN51/TPlbl, ror for Handling, sHipping,o nstalatlonAbracingofcrusse..t Iron this Crewing o r page listing th1• drawing, Indicate, ....pt•nsa of prof... Ionel engineer esponaibilley •o1Ny for cover all shown. The suitability a.ii u.• of this drseing for eby .eruct..• i. aspansibility of ills Bur ldib, Desipnar per AN51/iPl 1 Sac.2. for nform.tion sthil job's general s page a ALPINE: wow. alpi...... tom: TPI: www.tpinst,org; ISTCA: www..bc,ntluscry tom; ICC 5 www.lccsafa.org H. " 4%. Ht I.cSkR n41TY:9 FL/-/2/-/-/R/ TIC LL 20.0 PSF 708 1 x TIC DL 7.0 PSF BC DL 10.0 PSF T © Y BC LL 0.0 PSF e TOT.LD. 37.0 PSF VAL 0_0DUR.FAC. 1.25 IN NIW1 61SPAC I NG 24.011 KrickLic. Number 70 06/ 16/2017 Scale=. 25"/Ft. REF R408-- 79796 DATE 06/16/17 DRW HCUSR408 17167020 HC- ENG SCN/WHK SEQN- 508772 FROM CH JREF- 1W1P408_Z14 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1:5 -UAVIU WLLKLY -- Lot Zl Reagan Pointe - A3 ) 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 Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. 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) \11 139 mph wind, 23.60 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. a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6(R) I// fAv III 5X I U = ZA9 III 3X4(A1) = 3X4(Al ) 13-0-0 R=1215 U=146 W=4" RL=160/-160 4-0-0 30-0-0 Over 2 Supports 13-0-0 E-0 R=1215 U=146 W=4" Design Crit: FBC2014Res/TPI-2007(STD) P H, n%' PLT TYP. Wave FT/RT=O%(0%)/O(0) 15TY:2 FL/-/2/-/-/R/- Scale=.25"/Ft. a AN ITWCOMPANY 2400 Lake Orange Dr., Suite 150 WARNING!" READ AND FOLLOW ALL NDTES ON THIS DRAWINGI IWPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses roqui ro e C eme arc n a ricaeing, handling, shipping. in calling and b ing. Rbrur to an oll ele<est etliU on oPr6CSlc(Builaing Component Safety Information, bysTPI and NTCA>. r safety prac[ic° pri o performing C ese funcCions. Ins callers —lip_- rde temporary b ing per 3C51. oUnless n o h „ top cM1a rd shallhh eve properly actacM1etl ser uceuree ing a d bo[tomc< ortl shall have a properly a c rigid ceiling. Locations shown far permanen[ laterala°n, ai t of web, hall ha..e bracing inscalleticP. EICS occions BD. B's'r, — 1 as o—d cablfwisePply placoo 1. drawl M1allc^ A- Z cru Caantlapos icion as shown abov r the Joint Detail, unless n tad 11M1e Refer c angs 160A-Z fors> nU rd plate pbsiCions. A l p inv--, a or ITW nui ICi ng Caaponbncs Group Inc. sM1 i be responsible r r any tlbv ai on f o ng, anyfailuretobuildth. truss in conformance wi h ANSI/TPI 1, or for hantlIi shipping. allatibn . bracing of tru=es. al on thl, d—lbg or uoy,r p,g, Ilating "is Orming, Intlleae,, ,eu,pt,no, of prof..:top.l .nplNMrinp r,apan, Ibillty wl,ly for tl„ C,ai gin ,hd,n. Ti- 1u1—Il lty ,nE u„ of <f,ia tlrbing fur any ,trud<ur, la ih ra.PunalDllity of the Bui 1°ing Daslgn,r par ANsI/TPI 1 Sac.2. 1 a ilo$ 1 x a S AT Q el IOti• ` 1 •• C TC LL 20.0 PSF TC D L 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408 — — 79797 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167001 HC - ENG KM/WHK SEQN- 516893 DU R . FAC . 1.25 FROM CH ING 24. 0' JREF- 1W1 P408_Z14 Orlando, FL32837FLCOA# 0278 n For moreinformsionjob's iy generals page a chess web l ALPINE:www.elpiobiCw.com c TPlf.cpinst.org: YITCA: www,scinu y.com: ICC ywww,lccsafe.org illiam I-l. Krick Lie. Number 7061SPAC 06/16/? 017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l/Ub5-//b-IU - 13 -UAVIU WttKLY -- Lot 2l Reagan Pointe - A4 ) 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 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 5X6 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. Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 DA4 = bAb = 3A'f 3X4(A1) 3X4(Al ) 11-0-0 R=1215 U=148 W=4" RL=139/-139 8-0-0 30-0-0 Over 2 Supports 11-0 1-4-0 R=1215 U=148 W=4" 5-1 -3 0-4-0 Design Cr i t : FBC2014Res/TP I -2007 (STD) N H. P PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 ,.,A ' P` TY:2 FL/-/2/-/-/R/- Scale=.25"/Ft. d IIILr• AN ITWr.AMPANY WARNING!'• READ AND FOLLOW ALL NOTES ON THIS ORAWINGI IWPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses roguirc e i eme are in fa rica<ing, hantlling, shipping, n calling antl b ing. R.fcr to antlifollelatestetlitionoPreCSlc(eui wing Component Safety InPormacion, le, TPI a tl WiCA)ra r ety p_tic pr, o performing c ese Puneeions. Installers shall Pro _ temporary b Ing per BCSI. POUnless n o M1..sss top cM1ortl sM1ellhM1ava properly aCtacM1atl scr u<cural she ing a tl hotC hall have a properly eVc rigid ceiling. Locations ,M1nwn fnr permanent laterals° ai a of w a a„e hracin9 inatallao pa BGS a Joint Details. anlass n teC otherwise. Re Per to a togs^ifiDA-Z fr tl plate pn,it,on,.bryccieir8DBTor810, as oapplic ab lo. Apply places t. tlraw ch f16OA- P c s<antlaposieion as shown a n f rtAlpinc, a tli ision of ITW Bui Iding Compononcs Group In<. shall n ospons ible f r any tleviatio rowtlrawing. any - failure co build the truss in conformance with ANBI/TPIhl, ror for h-1-9, shiPPl^9 installation ,bra<ing of trn==aa. D Y 0 D8 1 - Q = C S AT •.Q A ti• , a tts •...,,...-•'•,G TC L L 20. 0 PSF TC D L 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408 — — 7 9798 DATE 06/ 1 6/ 1 7 DRW HCUsa408 17167002 HC - ENG KM/WHK SEQN- 516897 2400 Lake Orange Dr., Suite 150 A ehl, Era•Irp or cover p.p. 1l,ti np thl• tlr,.lnp. Inal ut.. we,Pt.ne. of prof...l on.l ,rglm.rinW lollity wHly. !or - -.i Rn .ho n. Th.... tebi llty end ... y.P Ah 1. or—InR I., ,ny .tructur. I, t i—libllity pP thy. Bulltll% Des 19— per ANS I/TPI 1 Sec.2. t%oAIAt t Y N DU R . FAC . 1 2 5 FROM CH 61SPAC I NG 24 .0" JREF- 1W1 P408 Z14 Orlando, FL 32837 FL COA 90278 s i. 3nb•a general n > page a I-- weh sleds: Far m^r. mf.... tinn e ALPINE: www.alpi is ..; TPI: www.tpin z..r9; WTCA: www._ .ry.com; ICC: wow. ..P .rg illialn H. Krick Lic. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1]uw-// - o -vfl n«n<_1 -- L.or, cl meagan rolnre - mo 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 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 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. Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 2X4 III 5X6 4-1(-3 0-4-0 J A-t = ')7 = onv 3X4(A1) - 3X4(A1) 1I _ 4 _0) 1 -4-0 1— 9-0-0 _I_ 12-0-0 I_ 9-0- 0LIE I 30-0-0 Over 2 Supports R=1215 U=287 W=4" R=1215 U=287 W=4" RL=119/-119 Design Crit: FBC2014Res/TPI-2007(STD) N} PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1 z `V.,_"k QTY:2 FL/-/2/-/-/R/- Scale=.25"/Ft. WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI F •+, TC LL 20.0 PSF REF R408 - - 79799IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. fr•• DATE 06/ 1 6/ 1 7 Trusses require c eme are n a ricating, M1antlling, sM1ipping, in calling an0 b ing. Re fcr to a foilelatestetlit;on ofrBC51c(BuiloingbC........ safety In PormaCion, bysTPl antl WTCA>rf r ,afaty practi > Pr; oUnless708 TC DL 7.0 PSF o performing c Installers mall provitle temporary b ing per BC51. cop c .., r efproperly a cachetl struee a ing a tl boccomcc tl ell h a properly a W 1 igitl"cel Ing. Loc nla° of e °nllsfbi Ing aaaG' BC DL 10.0 PSF DRW Fleusaaoa nis7oisraiions , n`fer permanent" s B3a B1as applicable. Apply Platos toe antl cM1e`J oint Details. unless no tetl otbe rw isA Refer Co tlrawings 160A-Z fr,satantlartl place P.—I....TI.— bcnocfecruantlpositiona S ATdesion810, CCM1all evaci nAlpine, i or ITN Bui ltli ny Components Group Inc. sM1 esponsible f any tl o ing, any failure co built tM1e truss in conformnnce mi F AN51 /TPIbl,ror for M1antll ing, sM1ipping. Q BC LL 0.0 PSF HC-ENG KM/WHK AN IrWCOMPANY tal alien a bracing of [Tessa=. y t TOT. LD. 37.0 PSF SEQN- 516901 rllor, thle ar.ring or eov.r p.,,. Ilstl n,, thls dr—l"q 1nClo.tu. sbb.pe.no. of prof.sslon.l .n,,l rn.rl orl IDlllcy wlrly For th. O..I,,n shorn. TM .W C.01Ii[y .na u.. of thl, er..il,, for or ,tructar. is t r..Pmn.ibilicy.fa,. Wai lain,, Do.ig,lor p.r ANSI/TPI 1 S-2. s rar..11 •r ! 17 nt V u1©A`, p DU R . FAC . 1.25 FROM CH 24W Lake Orange Dr., Suite 150 aNhWW1y I I NG 24.0' JREF- 1W1 P408_Z14Orlando, FL 32837 Far more inrormacionjob s general n a page a chase weecp;nsc.org; SIv ..a. FL COA 90278 ALPINE: mmr. a l p;nei......; TPI: ma., WTCA: .wm.s io oscy....; ICC c .erg illiam H. Krick Lic. Number 70 61SPAC 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, I/ODJ-/fDIO - D -vMVIV RICCINLT -- LOL el Iceagan rolnre - MD Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 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. PurIins are shown to indicate required spacing only. PurIin size, grade, orientation and placement shall comply with the Building Designer's requirements. 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. 6X8 -, 3X4 = 2X4 III 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- 385.67 lb Conc. Load at 7.04,22.96 TC- 169.13 lb Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 BC- 478.78 lb Conc. Load at 7.04,22.96 BC- 126.68 lb Conc. Load at 9.09,11.09,13.09,15.00 16.91,18.91,20.91 In lieu of structural panels use purlins to brace all flat TC e 24" OC. 3X4 - 6X8 6 1" t 6 I TZ' 3 3X4[91 III 3X4[101 = H0912 = 3X4[171 - 3X4[181 III 3X1O(A5R) = 3X1O(A5R) 1'EmLO 11 Y 1< 7-0-0 _I_ 16-0-0 _I, 7-0-0 _I 30-0-0 Over 2 Supports J R=2813 U=706 W=4" R=2813 U=706 W=4" 3-1(-3 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) H. PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15 1 a ,% QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. WARNING! " READ AND FOLLON ALL NOTES ON THIS DRAW INGI INPDRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 '; ''.. TC ILL 20 . 0 PSF REF R408 - - 79800 Trusses t ewe arc in fabrieacin and - n ing and b ac;ng. o aroquirocg, h g, sM1ippi ng, call Refer c follthelatesteJitionofrBC51`eBuiltling Componene Safety Information, bysTPl antl NICA)rPor aaPety practi , pr; r p, 781g 1 TC D L 7.0 PSF DATE 06/ 1 6/ 1 7 o pe rform; ng chase functions. Instal lens s I provide temporary b my per BCS1. Dnless n t t'P."-." all ha properly a cached scrucc ral sM1e ing antl bottomcc aUclg. Lcodons s nt Por permanental......aa lBC OL 10.0 PSF DRW HCUSR408 17167018 tions 6BT or 8 as applicableApply plates toeo cM1'r160A-Pa er andhposat;on as shown abo nda IIIL`r Joint tails, unless naeetl ocherwlse. Refer Co tlrawangs 160A-Z Por seantlartl plate positions, aATp;o, aivision or ITWBwltlinyComponentsGroupInc. shall n t be responsiblef any deviat onVBC LL 0.0 PSF HC-ENG KM/WHK ing, failure to build t e truss in conformance with ANSI/TPI 1, or far M1an s i g. AN ITW C.OMR4NY i stal lotiona brac;ng of trusses. Ing, M1 pp'n as M1 l.aj r) •a.• i TOT. LID. 37.0 PSF SEQN- 516910 An...1 .rl ehl. drsing or tov.r P.W. I I.CInW ihl. drwllp, Indlu :..pt.ne. of prof. Il 1 .19 lll..rl ]..•u •..a T: rslo ibllltY .ob1y for t d•.IS, ,Ilion,. Th...It.blIitY .nd u« of ibis drol,p far .nY .trueiur• Is t + A' ` .' DUR . FAC 1 2 5 FROM CH 2400 Lake Orange Dr., Suite 150 asponsib111 tY of -I B.ildIW De.ignar par MISI/TP1 1 Sat.2. S- Orlando, FL 32837 Enr mare i^forma°ion ' is - b's general ^ 5 page and these web '' 6bliif ii+ ." Z14 FL COA 90278 ALPINE: www.alpine;iw.com; TPI: www cpinsn.org; NTCA: www. sbcintlustry.com; ICC :W,n.., ce .erg illiam H. Krick Lic. Number 70 6NC PACING 24 .0JREF- 1W1P408 - 06/ l 6/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1,1/VOJ-//0IV - a -UAVIU VVr LrLT -- LOt eI Keagan Volnte - AbA) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x6 SP #2: 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 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. 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X6 - 3X4 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 56 plf at 7.00 to 56 plf at 12.06 TC- From 28 plf at 12.06 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 12.06 BC- From 10 plf at 12.06 to 10 plf at 15.00 BC- From 10 plf at 15.00 to 10 plf at 22.97 BC- From 20 plf at 22.97 to 20 plf at 30.00 BC- From 4 plf at 30.00 to 4 plf at 31.33 TC- 189.68 lb Conc. Load at 12.06 TC- 169.13 lb Conc. Load at 12.94,14.94,16.94,18.94 20.94 TC- 385.67 lb Conc. Load at 22.97 BC- 802.45 lb Conc. Load at 12.06 BC- 126.68 lb Conc. Load at 12.94,14.94,16.94,18.94 20.94 BC- 478.78 lb Conc. Load at 22.97 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 17] W3X4 2.50 R 1.25 2X4 III 3X4 = 6X6 n, ..... - I IVZF 1 L = L J 3X10(A5R) 4X8 (MR) = L< 7-0-0 _L 16-0-0 _I_ 7-0-0 Le 30-0-0 Over 2 Supports ' I R=2481 U=618 W=4" RL=99/-99 R=2871 U=714 W=4" 3-1(-3 0-4-0 Design Cr i t : FBC2014Res/TP I -2007 (STD) 0", H, PLT TYP. 20 Gauge HS,Wave FT/RT=O%(0%)/O(0) 15 1 . Me.t Q '' QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. a I' Il..11l AN rrW COMPANY 2400 Lake Orange Dr., Suite 150 IMPORTANT" FURNISH THIS DRAWING TAND O ALL CONTRACTORS ALLNOTESONTHINCLUDING THE INSTALLERS. Trusses requ;rc P c emc aro in fa ricating, b-d -g, sbipp;ng, n - 1mg antl I,ing. Rafcr to a fell e latest di ofrSCSI `(Buileing Component Safety Information, bysTPI ane *TCA)ra r safety practi s pri to perfo rming'c a functions. Installers s all Proviee temporary b ing per BCSI.f`Gnless n op cortl > a1 nave ProParlY a cachetl struct ral she ing antl bItiom`c ball b a Properly a ri gieha ing.' Locati on> > ntfer permnnenc laceralar e a ing ; ca uen c so<tioi_ D .i or _1B10es applicable. Apply places covet hlfac'A-Z eru antlbposic- as seI.- n tl cbe Joint Details, unless notetl ocberwi>A Refer to erewah i60A-2 forsscantlnra plate post-ns.bn " Alpine. a ei„ i>ien of ITN en Bing GnmPenents Group Inc =ball , e>Pensible f any e e f ernwing, any failure to bu;le'the truss in conformance wi b ANSI/TPl bl, ror for bantlling, shipping. i stallation A bracing of tresses. An...l on 1h1. Wr.rinp or cover p.p. Il.tlnp tbl. Cr.Wlnp. IMie.t...ee.pt.ne. of Prof...Ien.l . 01...rl fpon.ibl l lty wl.ly far tM N.I Wn aboa... TM -it-I l y . 1 u.. of CHi, erw,ny for any ctur. opens 1 b 11 l cy or tM Dui lAIW Da IWnar par ANSI/TPI 1 Sec. 2. Q, 708 Z S AT : @ G NV. BNA aTCLL20. 0 PSF TC D L 7.0 PSF BC D L 1 0 . 0 PSF BC LL 0. 0 PSF TOT. LD. 37. 0 PSF REF R408 - - 79801 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167159 HC - ENG LP/ WHK SEQN- 518416 DUR . FAC . 1 25 FROM CH 61SPAC I NG 24.0 JREF- 1W1 P408 Z14 011-1G,FL32837FLcoauonaFarmore information > i> 3eb a general n s page a mesa web ALPINE: www.alpincitw.com; TPI: ewww cpi-t-g; WTCA: w .s in osc y.com; ICC'ww. sa e.or-g M1yptlW illiam H. Krick Lic. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, I1VU —/1 lv - o—vflvIlJ YIICCitLi -- LOL cI meagan rolnce - isl Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/18O total load. Creep increase factor for dead load is 1.50. 4X4 = 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC 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. 20-4-0 ii +/- 0-8-0 2X4(A1) = 2X4(A1) 3 1-4-0->J L-- 1-4-0->j IL 6-0-0 _I_ 6-0- 0LIE I 12-0-0 Over 2 Supports R=534 U=122 W=4" R=534 U=122 W=4" PLT TYP. Wave RL=89/-89 111111t1i1N IrygYiiyii d 7 Design Cr i t : FBC2014Res/TPI -2007 (STD) FT/RT=O%(0%)/O(0) 15. •`Qii '. Y:1 FL/- /2/-/-/R/- Scale=.5"/Ft. d L AN ITWMMR>NY zaW Lake orange Dr., suilB uo WARNING!** READ AND FOLLOW ALL NOTES ON THIS GI TO ALL GORACTORS INCLUDINDRAW INSTALLERS.TICTHEINSTALLE. IMPORTANTFURNISH THIS DRAWING T....:: re,aire e t ema are in Fabricating, h-1 ing, s PPing, installing antl ... cing. Refer to antl all e edition .. ... (Building Component Safety Information, by TPI and rTCA)for afety pracei<e. Pri o performing c ese functions. Ins tel I.— shall Provide temporary bracing per BC61. Unless nocetl he top 1M1o1d sM1allM1nave properly a[<a<hed str uc[ural sM1 ing antl bottom c ord shall hava a properly a ri gitl ceiling. Locations ,M1rwn frr permanen[ later. a , aint rf wab, Hall M1ava .raring i tl`p„ eG5 s BBa BJsionBlO, as aPPlicablc. Apply PIa[osl[rare M1al160A f tru end Position a nscnl le e `Joint Details, unless notetl oche rwi se. Refer co tlrawangs 160A-Z Po rs s<nntlard plate p °""°a' r r a . Alpine, of ITW Bui ldi nH Components Group Inc. s t be responsible F any deviation from ing, any'failure t uiId t e runs in conformance wi h ANSI/TPI 1, ar for handling, shippmq, aallatirnA .raring tr„sa a.` ... I •,. <. l..r•.I., or •y.r Pno Il•<Irp <bi• d—Inp. In;ic.u. •<o•P<rl•• or P—fe"1•na .n01n••rinr r• sp•npmnl<y wl•Ir ror w ;•plan •nom,.. Th• •ur<•bill<r •^d m• or UIs ;r•a np ror •ny s<rucwr• i• <n r•• Ponsibllitr •F <n• Null;InH Deal Nn•r P.P ANSI/TPI 1 5 .:. a w o, 0$ 1 = i S 3a i VQ T mow jj • 1 S•ONAi. 'N Ah1Mt>!`,pl, TTIC LL TC DL BC DL BC LL TOT . LD . 20. 0 PSF 7. 0 PSF 10. 0 PSF 0. 0 PSF 37 . 0 PSF REF R408 - - 7 9802 DATE 06/ 1 6/ 1 7 DRW HeusRaos 171e7012 HC- ENG KD/WHK SE N— 736734 QDUR. FAC. 1 . 25 FROM TH 61SPAC I NG 24.0" JREF- 1W1 P408 Z14 Orlando, FL 33837 FL COA 90278 For more rnforma ion rs Job's general n s page a chess web ALPINE: www.alpincicw.comf TPI 5ewwv cpinac.org; WCA: www. n d 1 y.com: ICC S'ww. e.org illiam H. Krick Lie. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I/Ub6—//,-IU — t$ —uAVIu WttKLY -- LOt ZI Keagan Pointe — UZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. LA4 kH I ) = -- --- --- _A'+kH 1 ) o 1-4-0-:IIJ L-- 1-4-0-j 1_ 6-0-0 _1_ 6-0-0 _1 12-0-0 Over Continuous Support R=89 PLF U=20 PLF W=12-0-0 RL=-7 PLF Design Cr i t : FBC2014Res/TPI -2007 (STD), oO\ P..••H:, PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. Y-0 $•':C TY:1 FL/-/2/-/-/R/- Scale =.5"/Ft. a Illl r AN mwCOMPANY WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IYPoRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. er,... I retla,re e t ema are in fa ricaUng, handling, s pping, n tall ine and b a<ing. RaPa,- to and allofBCSlc(Building°Component Safety Information, bysTPl a ICII 1, safeey practice pr, o per forming)'h_. .....ions. Ins . I.— —,I pr _. temporary bracing per BC61. Unless noted M1e top chord 1h... M1ave properly at<a<hetl structural sheacM1ing and bo<tom < all M1ave a properly a to rigid cei ing. Locations , n Par permanent lateral rae<rain< of w ba a°lanaae bracing instalI dtpe eCS saccions 60 BJ or B10, as applicable. Apply plats. co oacM1 PaceP tru a tl position as se a ova a tM1e Jnint Da tails. anies> no<ed o<nerwisa. NaPar to drawings 160AYZePorsecamard plat• position=.° Alpine, a di on of ITW Building C—ponents Group Inc, shall n aspo..ibla for any tl on from tlraw _ any P ilure to build tM1n truss in conPormenca wi M1 ANSI/TPI°1, Tor P r nnn I ng. sM1ipping. installation Aabra<ing oP traeaaa. ' w; o. i08 .z A i S T C) Q = t AA 11 •.+ 1 ai• G SS aN TIC ILL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 79803 DATE 06/16/17 DRW NeusRao6 i is on HC - ENG KD/WH K SEQN- 736731 24W Lake Orange Dr., Suite 150 A ua en MI• drwing or ewer P.W. Ihtl np tnl• dr.Wing, Indic— ..... ptRNw• br pror.0 lon.l .-I—.rlinr••pon•Ibl l Icy •obly for tn• d•N pn Mlovn. TRI• •uic.bl l ity of thi• dr..I nR Tor .ny •tr—.r. i• th r•ap•nsi°Illty of tM Bulld irg D•algmr per ANSI/TPI 1 S.c,2. At •\` p, ONAi. OUR. FAC. 1.25 FROM TH 61SPAC I NG 24.0" JREF- 1W1 P408 Z14Orlando,FL 32837 FL CDA NO 27R Far more inPormacinn ,> job's general n s Page a chew weettpinsc.org: WTCq: w iry.com; ICC www orgALPINE: www.alpincitw.com: TPI: ww w. cs a. illiain H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kIIUos-//31U - a-UA\vIU wttnLT -- Lot cI Reagan Pointe - 13 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 ILumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 4X4 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 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. 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. 20-4-0 2X4 (A1) _ 1-4-0->J 6-0-0 _1_ 6-0-0 1 12-0-0 Over 2 Supports R=540 U=124 W=4" R=448 U=92 RL=71/-77 sa_ H=H1 3-4-3 017- _.,,•ryh Design Cr i t : FBC2014Res/TPI -2007 (STD) H. p`,.. 1w, PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. 3••Q4i ,6 Y:3 FL/-/2/-/-/R/- Scale=.5"/Ft. d AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 WARNING ! • READ AND FOLLOW ALL NOTES ON THIS DRAWING( IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a emc are in ra ricaci ng, h—al1ing, shipping. in calling antl b acing. Rarer co antl ollfreCSlc(euileingbComponenc Safety Infa...tion, bysTPl antl WTGA,rfor >afaty practice prioperforming't esa Functions. Installers shall provitle cempornry bracing per BCSI. Unless notetl o he top chortl sM1allhhavn properly at<achetl structural sM1na<hing antl bottom c ortl shall haves a properly a r igitl ceiling. Le........hewn rnr pe...... lateral rn> ai < of web, Hall harm bracing in>tal,atl`pe eCS M1 e`J o int Details, unless notetl oche wise. Refer <o tlraw h 160A-Z Po rss<antlartl plate posi cions.bsBB. BT or —1 as applicable. Apply Plato. co o M1 faceoof cru antl posifoon as sti. ai nu rr. Alpine, a tliv s on or ITN Builtl ing Components Group Inc. sM1all n c be responsible any tl o m drawing. nny failure co bai ltl thn truss in con f'ormance with ANSI/TPI 1. or for hanOling, shipping, i ...Iles<itln . bracing of tr.ssea. AnN..I on tNl. IIrN.inW or eov.r p.p. Il.tinp CAI, Or.NInW, In01e.U..eppi.rm. of prof.ulon.l .rpin.•rinp Pons IbIIICY .ol.ly for th. C..iRn .bwm. Th..ui ubllltY .nE use of ibis Cra. i,p for any .tract... I. c reaponsibllity of t B. IGI„g 0. 1,1l , P.r ANSI/TPI 1 5.e.z. y D ' 0. i 00N, t? x S AT © s '`' G` r/OiY AL (•\ NM6alygylx+\ TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408 - - 7 9804 DATE 06/ 1 6 / 1 7 DRW HCUSR408 17167160 HC-ENG LP/WHK SEQN- 518380 DUR. FAC. 1.25 FROM TH 61SPAC I NG 24. 0' JREF- 1W1 P408 Z14Orlando, FL 32837 FL COA N0278 F. morn nformation > i> Job > general n > page am theca wee i ALPINE: www. el pine ilew.eom; TPI: nwww tpin ,..rg; WTCA: w—bcintlosbry.com; ICC ywww. safe.org illiatn H. Krick Lie. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kI/UbS-//OIU - LS -UAVIU wttKLY -- Lot CI Keagan Pointe - is Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 139 mph wind, 21.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 3-4-3 2X4(A1) = 2X4(A1) _ 1-4-0->j 12-0-0 Over 2 Supports R=540 U=124 W=4" R=448 U=92 W=4" RL=71/-77 Design Cr i t : FBC2014Res/TP I -2007 (STD) P`N;...a;a PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. I+'' TY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. a DO IIIIT I AN rrW COMPANY WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. tallingtl antl b ing. "" to antl ol) Tr"stet reg a; re " eme are in fabricaci ng, hantlling, shipping, ...... e lates< etlition ofrBCSIc(Bu iltl i ng Component $a fe<y In Pormat;on, bysTPl an WTCA)ra r afe y Pr a<Cice Pr; o performing t ese Functions. Installers snail pr ovitle <empo rary bra ing per BCSI.foUnless n tl o he Iyg cop chortl shallhha a properly a ,hetl seruec rel ea ng antl bo<Comcc ortl s all have a properly a to e$ gitl Img. L-t...a a.n r permanent "lateral °e traint of w a eve bra ng installen`pe B 5 ina e;nt De<ails. "nlesa n tetl oeherwise. Refer to tlrawi ng, ,BDA-Z f rtl plate pn,tiena. eccions 83a B) or Blo, ass aoppli<able. Apply platos co -a fac000f <or stantlaposicion'as shown abovoroAlpine, a v of ITW Bu... . Components Group Inc. shall n i be responsible f any tlev at ion f ing, anylf co builtl t ruts n con ormance wi h ANSI/TPI ,, or for M1antllin9. shipping, tallation a bracing of eruaaaa. g Y y 0. 08 1 ' H! 77 AT 1,L, e. /. ay `. TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408 — — 79805 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167161 HC-ENG LP/WHK SEQN— 518383 2400 Lake Orange Dr., Suite I50 A aaAl on this OrAWlnp or oovar pp. Ilatlnp this WrAwlnp, In01oK.a aoeoptanoa or proraaslonal anpll»arinp raaponAlDilicy solely ror the Gaai qn shown. TM suitability ana uw or thla tlrafnq rgr any Kructura is s rwaPonaibility ar t^e B.Ilal Daaiq,ror P.f MSI/TPI , Se<.2. j y 0N A` p Q.Igp`,eN DUR. FAC. 1 . 25 FROM TH 61SPAC I NG 24.0" JREF- 1W1 P408_Z14Orlando, FL 32837 FLcoAaoz7s For more nforma ion finis job's general n s page antl these weeALPINE: www.alp;noilcw.comcTPI Swww.cpinstorg: WTCA: www.sb—dustry.com; ICn:..icesafn.nrg illiam H. Krick Lic. Number 70 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l/Ub3-//b lU - b -UAVIU WttKLY -- Lot Zl Keagan Pointe - Fl ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :132 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.25" DL: 0.20". See detail DEFLCAMB1014 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. 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 6] W3X6 3.00 L 1.25 16] W3X10 5.50 R 1.25 241 W3X4 2.25 R 1.25 15.25" 11.75" 5-4-8 9-3-0 13-0-0 3X10[16] 3X6 - 3X8 = 3X4 3X4 = W=3X4 4X6 = 3X4[24] 0-8-0 - 0-8-0 140 T 62 T10-0-0 1X3(R) 3X6[6] 3X4 = 3X10 a W=3X4 = 4X1 3X6 3X4 = +/- o-s-o 1X3(R) 3X4 - 1X3(R) 1X3(R) 18-1-4 R=905 W=7.25" 29-10-8 Over 3 Supports R=1937 W=5.5" 11-9-4 R=551 W=7.25" Note: All Plates Are 1 X3 Except As Shown. ir Design Cr i t : FBC2014Res/TP I -2007 (STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. •7' •rfkTY:4 FL/-/2/-/-/R/- Scale=.25"/Ft. a Fg eFie LLLL OUUUU AN rrW COMPANY WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IINPTODRTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i eme aro ;n fa ricai- g, shipping, tall- ntl b Refer <o antl -.11 rea ... M1a.tlli. .a a ._. Trusses -..... e I-- a ofrBC51`(Bui ltlingbComponenc Safeey Information, bysTPl a YlrCA)rf afety preeei ce pri Co perform;..'[ ese funct;ons. Installers sM1 II provide temporary b _B per BCSI. oUnless r o M1 op ch d ah.IIM1h.— ProperM1y [ached struc<ural sM1 atbi.. a o bottom`s shall M1ava a P10 11y a to rigitl ce ling. Lac a<,ons s .`for pe rmanene la era rns re; t of w bs adll eve bracing ins a P. BCS sBB. B] or BID, as applicablo. Apply platasl to cacM1 faces of tru antl position a JointDeta;ls, unless noted o<herwise. Refer to Cfawingsli60A-Z -1 --1. Place poa=<o sab` r Alpino, a tlivision of ITW Builtling ComponontsfGroup Inc.ts a not a esponsibla f any tleviai nVaro tlrarving. any f ilure to b Id t e truss in con ormance wi M1M1AN51 /'IPIbI, or for M1andling, aM1ipping,o collation 6abrac;ng .fatrass=. m We •. +'' rI 0.708 1 q x i S AT O 1• A r etc ••..... ...••' TIC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408 - - 7 9806 DATE 06/16/17 DRW Flcusaaoa 17167013 HC - ENG KD/DF SEQN- 508482 2400 Lake Orange Dr, Suite 150 N 1 Pn till• dY IW of tev.r pp. I l.tinp 11 Er.Winp. 1. 1p.t.s .o Ptane. or -1 --1— .npinwflnp r.. panaim ntr w1m1r ror w NaalRp .nol.n. Tnm .w c.el ncy .na uses or tb1. dram... ror Any .vuatur. is cV'QIyAi. rmaponalbillcyPrcn. B.I. a mp DealR.ar Par ANSI/TPI 1 Sac.2. I' ` p ftild" iMINLH OUR. FAC . 1 .00 FROM TH 6 1SPAC I NG 24.0 " J REF - 1 W1 P408_Z 1 4 Orlando, FL 32837 FL COA HO 278 For more ;.formation s is job's general n a page a these wee ALPINE: mmw.alp;ncitw.com; TPI: aww cpinst.org; YWCA: www. n use y.com; ICC Slw.w.,ccsa c.org illiam Ff. Krick Lie. Number 70 nuI KP)n 1'7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 17063-/7510 - B -DAVID WEEKLY -- Lot 21 Reagan Pointe - F1A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 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 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. 3X4 = W=3X4 = 3X4 1X3k1.7 = JA4 3X4 1X3(R) 0-8-0-- aF0 10-0-0 0-8-0 1X3(R) = 1X3(R) 3X4 = IE 17-11-4 CIF 5-4-12 3p414 5-11-4 Le 29-10-8 Over 4 Supports R=111 PLF W=17-11-4 R=91 PLF W=5-4-12 R=451 W=7.25" R=328 W=7.25" Note: All Plates Are PLT TYP. Wave 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O°k(0°k)/0(0) 15 QTY:1 FL/-/2/-/-/R/- Scale=.25"/Ft. a AN ITWCOMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 FL COA N0278 WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require . t emo arc in fabricating, hantliing, snipping, n calling antl b ing. Rofor to a foilofrSCSI `(Builtling Component Safety III ormation, I', TPI antl W CA)ra r safety prat <1 s pri oeperformingtcafunctions. Installers s 1 provide temporary b ing per SCSI. foUnless n top c al have properly a tat ao sc'uct ral sh ing antl boctomcc ortl snail have a properly a rlgitlhcyng.lhLuc ationa a n` fo rhpn rmanen<lateral of w hall h e bracing i cal lea n c' sections' 83tl BT or B10, as applicablo. Apply places eoec Sh' faccoof < r antl pos i(ion as shown abo 0 the Joint Details. unless no[eA otherwise. Refer to orewangs i60P-2 for seantlare plate positions. n Alpine, a iv sion f ITN Building Componeocs Group Ind. .... n t be rpsppnaible any tle,.,at,aner a tl' awing, any f ilureoco builtl c . truss in conformance with ANSI/TPI 1, ur for hantll ng, shipping, i stallatinn Aabrabing nr tra== An. f.l on tbl• tlrf.lDW or eowr pfW. Ilftinp th l• tlrs lnR, 11W le.uf .eefptfne. of prof...lonfl .n011l..rI ponf ibll ity folly f.r vw. W.ign :howl. TM .uit.bil ity f 1 u.. of tllif ore.Ir for .ny .trot ur. i. fapanf lbllicy of — BulldIW Deaiynar par ANSI/TP1 1 S.c.2. For more nforma ion ih is job's general n s page a then. web ALPINE: www.aIpin..—comf TPI f..,pinst. org; NTCA: www.s c1n ucc y.com; ICC Swww. .org F '., 0. 0 S S AT ' y', % . ," . 40 JQ n '' ......•• iSJflAt cN pp bY,W i0to illiain H. Krick Lie. Number 70 TC L L 40.0 PSF TIC DL 1 0.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408 - - 7 9807 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167011 HC - ENG KD/DF SEQN- 508495 OUR. FAC 1.00 FROM CH 61SPAC I NG 24.0" JREF- 1W1 P408_Z14 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L 1/Ub3-//DIV - b -UHVIU wLCALT -- LOL LI Keagan rolnte - rt ) 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 Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 41 W3X8 4.25 L 1.25 61 W3X8 3.50 L 1.25 141 W3X8 4.00 R 1.25 181 W3X10 3.50 R 1.25 0-8-0 1X3(R) 3X6 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. This truss spaced @ 24.0" OC supports additional concentrated load at right end from 3.00' stud wall (13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 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. 9-3-0 15.5" J. 12-6-4 3X4 = 1X3(R) = 3X8[41 = W=3X4 3X4 = 3X10 = 3X4 R=971 W=7.25" AC`LOJ = onf = anoL IfrJ - 3A'f 3X10[181 3X4 = 0-8-01-4 0 10-0-0 0-8-0 I no I,IN) = 1X3(R) 4-5-8 23-0-12 Over 2 Supports Bd R=1667 W=6" Note: All Plates Are 1 X3 Except As Shown. pu1/11 lint",,,, Design Crit: FBC2014Res/TPI-2007(STD) M H. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 .7 Qv. 'a QTY:6 FL/-/2/-/-/R/- Scale=.3125"/Ft. d C IIILr AN r'W COMPANY WARNINGI " READ AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c c eme are in fabricating, hantlling, sbipprng, in calling antl b ing. Refer to a fellemronorracv`(seiltling component safety Information, bysTPl antl NTCA,ra r >afe<y prac<i > prioaperformngcesefunctionsInstallerssM1ellprovitletemporarybingperBCGl.follnless notetl wis cop c ballbh.— plo .Ily a e._ struc< ing a ortl shall M1 roper11 arigitlbcniling. Loca<i ons> n`far Parm.nen< > ballb ingpi a a<. s 8D .i or ... as applicable. Apply pi t. coeo brfacarofoc antl position a n th J 3, B, s unle» notetl otberw se Refer co arawing> ... Z for s<antlartl plate posrto a A p' tlivrsion or ITW Bu" ing Components Group Inc. shall not be espons-b p P any tlev' io _ g any failure co bu Id < e e-1. rn conformnnce with ANSI/TPI 1, ror for nnnaltng ship'' g tan • bracing of trp==s AnwN on tNl. Crslrp or cov.r D.W Ilatl nW NI. Er.•I'a Inale•u..00•pt•ne• of profuaon •npin••rl I bllity wl.ly for tb• a•lyn .Ho•n. Tl• •ule.bi lily .na u.. o! -I. •r.w is for any .tract... ,. t fy 6tlr o •• I n t AT t- 1 ,•"ir iGi S 1' ` TIC LL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408 - - 7 9808 DATE 06/ 1 6 / 1 7 DRW HeusRaoB nie oos HC-ENG KD/DF SEQN- 508479 OUR. FAC 1.00 FROM CH 2400 Lake Orange Dr„ Suite Lie Orlando, FL 32837 FL COA#0278 aeponalbllity of tba Builtlibq D .ignar par ANSI/TPI 1 S•c.2. For mere informa<lon > r5 Jpb's general ^ ' page antl t^ese webALPINE: www. al pi ne iew.eom; TPI: w`.tpinst.org; NTCA: w esbc intluscry.com; ICC ylwww. s c.erg Ay - A/ di+++"'"" illiam H. Krick Lic. Number 70 61S PACING 24.0 " J REF - 1 W1 P408 Z 1 4 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. l/Uti3-//5lU - 1:3 -UAVIU WLLKLY -- Lot 2l Reagan Pointe - F2A ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense :62 4x2 SP #2 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 13] W3X8 3.75 R 1.25 17] W3X10 3.75 R 1.25 I 0-8-0 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. This truss spaced @ 24.0" OC supports additional concentrated load at right end from 3.00' stud wall (13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 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. 18.5" 8-0-0 J 13-6-4 3X4 1X3(R) = W=3X4 3X8 = 3X4 = 3X10 3X6 = 3X4 1X3(R) = JAV = 3X6 = R=863 W=7.25" JAoLIJJ = 23-0-12 Over 2 Supports JAV = W=3X4 3X10[17] 0-8-01-4 0 10-0-0 0-8-0 IAJ` ) o 1X3(R) _ 1 5-11-8 _I R=1818 W=6" Note: All Plates Are 1 X3 Except As Shown. Ot' Ottt"HIIHIINt"" Design Crit: FBC2014Res/TPI-2007(STD) M H. yPLTTYP. Wave FT/RT=O%(0%)/O(0) 15 1 . ,. 3Q QTY:1 Scale=.3125"/Ft. AND OrALLLNOTES ON THIS 1 F L/-/2/-/-/R/- TIC LL 40.0 PSF REF R408 79809 IYPORTANT'Y NFURxISN THIS OIUWINf. TCONTRACTORS INCLUOw xe THE INSTALLERS. e Trusses requlrc u t cnu arc in fabricating, handling, shipping, n tolling ono b acing. Refur to a fall 51c(BuiidingComponent5afetyInformation, bysTPI and WTCA)rfor safety 708 1 TIC D L 1 0.0 PSF DATE 06/ 1 6/ 1 7 ofrBC practioperformingtafunctions. Installers s 1 provide temporary b ing per BCS1. Unless n rw'o O. S DRW HCUSR408 17167016 Cop c hallhhave properly a hatl strut ing a a properly a r hc Ing. Lo<nti ons , ° permanent" , , a ing i a a< ns ldr— BCDL 5.0 PSF a s183, BT or 810, as applicable. Apply platust. e Jo'intDetails, unless notetl otherwise. Refer m drawangs 160A-Z forsstanoartl place posi[lom,bo and hai16OACrecru andhpusition a tAlpine, a tlivision of ITW Building Components Group Inc, sh esponsiblc for any deviation f bl, ror SATO ; BC LL 0.0 PSF HC - ENG KD/DF AN rrW COMFMY ing, any failure Co build the [ru ss in conformance wi h ANSI/TPI for hnntlling, shipping, 4 d sCallotion 6 bracing of <rna=ea. ac( TOT. LD. 55.0 PSF SEQN- 508491 Answl on this drwllp er eover P.R. Ilst lrp this drwlrp, Indleetee eepptence of profwslonsl ergllwrl responsibility solely for CM Oaf lRm fhwn. TM sul tabllity s,M uw or this drw lnp for any structure is t we •.u...... s • S/pNqL E Nt„t DUR. FAC. 1. 00 FROM CH 2400 Lake Orange Dr., Suite 150 responsibility eru Rui I irq Daei yl»r per AWSI/TP1 1 Sec. 2. the,. I NG 24. 0" JREF- 1W1P408 Z14 Orlando, FL 32837Formorenfdrmaionisjob's general n abpageda webM1HM/M^' c e..1pinse. org; WTCA: svy.com; ICC swa^w. illiam H. Kriek Number FL COA NO278ALPINE: www. al pi ne i'cw.com TPl ww .s in safo.or9 Lie. 70,,SPAC 06/16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I/Ubb-//b-IU - t$ -UAVIU WttKLY -- Lot CI Neagan Pointe - h3 ) 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 "1313" uses design values approved 1/30/2013 by ALSC Negative reaction(s) of -300# MAX. (See below) from a non -wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. I( 0-8-0 13-1-8 1X3(R) = 3X6 = 3X10 = 1X3(R) - 3X10[6] = JAOLIUJ W=3X4 3X4 — 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 6] W3X10 4.00 L 1.25 10] W3X8 3.75 L 1.25 17] W3X6 2.75 R 1.25 18] W3X6 3.25 R 1.25 20] W3X6 2.75 R 1.25 12" W=3X4 3X4 -3X4 5-3-4 a1F 16-10-4 22-1-8 Over 3 Supports — R=177/-300 W=7.25" R=1696 W=8" 0-0 J 3X6 [ 18] = 2X4 III OAU L I / J = J/%U L,J] R=822 H=H1 1-4 0 10-0-0 0-8-0 Note: All Plates Are 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD)` PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 Q/t sQTY:6 FL/-/2/-/-/R/- Scale=.3125"/Ft. NOTES ON THIS DRAWINGI CONTRACTORS INCLUDING THE INSTALLERS. INIMTANTW'NFURNISH THIS MINING ToANDFOLLmLLL j, TIC LL 40.0 PSF REF R408-- 79810 T russos require e t eme are in fabri caci ng, M1antlling, sM1ipping, ;n tolling and b ing. R<fer to a foil ltling Component Safety Information, bysTPI -CA) <in oUniess d - 0 08 j TIC DL 1 0.0 PSF DATE 06/ 1 6/ 1 7 ele<est etlition oPrBCSIc(Bui antl e y prat pri no performing c esa Functions Installers sM1 II provitle temporary b ing per BC51. note. o n e op c e 11 h— P—p—ly a bed struot — sM1a ing a ortl shall M1 a properly a rw ri gitlnenlling. Locations s r ......eniul ateralar s -Hall n ing allntltp 5 i BC DL 5.0 PSF DRW HcusRaos nis7oos d 11 as a.ppl ieabl c. Apply places. 1. erowtM1al 16OALfneru tentl pos;coon as shown abovo o tM1eJointDeia;ls, unless n tea otM1l— se. Refer t ai ngs 160A-Z fors entlartl plate positions. eet .i BBtl Bis t S AT 11O BC LL 0.0 PSF HC-ENG KD/DF 1. Alpine. a of ITN Builtling Components Group In<. s esponsible any tleviae on f ng, anyifa n nre eo bn;IE cM1e vnaa ;n conrormnn e w; h ANSI/TPlbi.ror for M1antll;ng, sM1ipping, r d A f.( . AN ITW COMPANY allatlon A bracing bf trn=ses. G+\ n• TOT. LD . 5 5 . 0 PSF S EQN — 508505 An...l on tbl. erwing or eoy.r p.g. listing tbl. er.Ning. I.M.- .....pe.ne. er prof...lon.l .ngln..rinp rsponf lbl I Ity .o1Ny ror tll. O.a gn .Iw.n. TM .ultebl l i[y a- uu or tbi. Cr..ing Tor any strut ur. I. tb f*,,d,. ii/fl I /L OUR. FAC 1.00 FROM 2400 Lake Orange Dr., Suite U0 r'ap°^albllliy or tb. D.aign.r Par ANSI/TPI 1 S.c.2. br.._ '1 AL a. CH Orlando, FL 32837 For s job's genal pge thee — li la - illiam I NG 24. 0" JREF- 1W1 P408_Z14 FL COA#0278 ALPINE: w.ze., e..; TPwcplo.org; NTCA: w....ry.mICy— safe.org H. Krick Lic. Number 70 61SPAC 06/16/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I/003-//JIU - [5 -UTAVIU VVrtKLT -- LOT cl Keagan ro!nte - r:sH ) 7Value Set: 13B (Effective 6/1/2013) chord 4x2 SP #2 Dense chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 0-8-0 7 3X4 = 1X3(R) 1X3(R) = W=3X4 3X4 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 22-1-8 Over Continuous Support R=109 PLF W=22-1-8 W=3X4 3X4 1-4 0 10-0-0 0-8-0 3X4 = 2X4 III Note: All Plates Are 1 X3 Except As Shown. Design Cr i t : FBC2014Res/TP I -2007 (STD) `GPM . <• PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 R/,l2TY:1 FL/-/2/-/-/R/- Scale=.3125"/Ft. WARNING!'* READ AND FOLLOW ALL NOTES ON THIS DRAMINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require e [ eme are in fabricating, M1antlling, sM1ipping, in tailing and b inq. Refer to a foilofrBCSlc(Builtling Componene Safety Information, by TPl antl NTCA,ra r •afety practi" pri coeperforming'[ ese Punc[ions. Installers s 11 p-1— cemporarY b ing per BCSI.foUnless n e op < ord s al h—o propernyo a M1etl scru<t ral she ing a d a proptrel a trigitlhceiling.' Locations s I. ..... entul ataralar s M1aIISM1 my i dtp S i 1• r o, y08 1 'x TIC L L 40.0 PSF TC D L 10.0 PSF BC DL 5.0 PSF REF R408 - - 79811 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167009 d AN r W COMPANY 24W Lake Orange Dr., Suite I iU ihc[ions 83, BT or B^D, sssn aPPlicoablowisAPP 1Y Pla[ao tlraw « allcno- Z - < antl Position as sM1ownca o a of e Joint De<ails, u le [etl the a Refer [ ings 160A-Zefor.. and and place positions.b Alpine, a division of ITN Builtling Components Group Inc, s esponsible for any ippi. nVfr n drawiny, any failures io buiitl tha <russ in conformancn wiiM1M1AN51/TPlbt, ror for M1antlli - i seal lation & bracing of crussas. ng sM1,pping o An...l bn thl* drwing or eoy.r peg. I1*e1np thl. drawing, Indlb.t.. acceptance of prof ... lon.l engineerllp r.epon.ibI icy .ol.ly for U. d..lgn .ham. Tha .wc.b.1ley and o of thl, dr.wing for any arupt ie ch re.ponsibll lty of the 8.1ldin Design, per ANSI/TPI 1 Sac.2. T1 AIw t`''•. 1•,a.• 1 w •• I, WALLv1Yi• TMif NfW . BC LL 0.0 PSF TOT. LD. 55.0 PSF HC-ENG KD/DF SEQN- 508512 DUR . FAC . 1.00 FROM CH PACING 24.0" JREF- 1W1P408 Z14Orlando, FL sz&si FL COA 90278 FPr more ,nPprma ian is Pb,general n np ands ihe.; webALPINE:www.elpinaicw.comf TPl yww cpinst.org; YITCA: www.s nusc ry.com; ICC www. s .org i lliam H. Krick Lic. Number 7061S 06/16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k-I/Ub6-//b-IU - tS -UAVIU WttKLY -- LOt CI Reagan VOlnte - F4 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 Dense: Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 131 W4X6 3.00 R 1.25 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. 8-0-0 -1 19.25" 7-0-0 1 X3 III W=3X4 1 X3 (R) = 3X8 - 1 X3 III 3X4 = 3X4 = 1 X3 III i 0-8-0 F + 1X3(R) 3X6 = 3X8 3X8 2X4 III M 1-4 0 10-0-0 0-8-0 icz 16-7-4 Over 2 Supports R=899 W=7.25" R=913 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) S'iP111N1UhhlhhrbnMH. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 t '•' '1'/`' QTY:8 FL/-/2/-/-/R/- Scale=.375"/Ft. WARNING! " READ AND FOLLOW ALL NOTES ON THIS DRAWING TIC L L 40.0 PSF REF R408 - - 79812IWPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. LLL"' 1• DATE 06/ 1 6/ 1 7 Trusses require e c ema are in fa ricati ng, hantlling, shipping, in calling antl b ing. Refer to a .11 y/DofrBCSI`cBoi"i" Component salary Information. bysTPl WTCA)r r Co. i VO TIC DL 10.0 PSFetl;tion ntl ecy practi s prioep.rforming t Installers s provide temporary b ingaper BCSI.foUnless n DRW Flcusaao6 nis7oistopcallhhavefproper„«a iacnetl struc< raC a ing a o tl a properly a Ing. of`: ing BC DL 5.0 PSFrig;tlhc Locnt;ons n`far Permanent"i , nbnllslhi tall.o`S as apPlicabruss N. R.Formaac.".i h' faceo f t.. antl pos ,— as shown abo no<tions'63. BT or 1 Refer to arawangs 160A-Z forss<antlartl S AT O HC - ENG KD/DFa o<herwi sA plate pos;tions. e J.;nt De<ails, unless no AlPi". I, ITN Bui — ng Components Group Ina. shall n t ba responsible T any tle"iat;anVfr •; : Q t BC LL 0.0 PSF a -,sion of tl r awing, any fa;lure t the t -- . h ANSI/TPI 1, or for hantlling, shipping. r`_ •+ AN rrWCOMPANV i oral at an A bracing of tr=.. c,'• 1 .• f"S TOT. LD. 55.0 PSF SEQN- 508488An••fllon th if Crwing .r eoy.r P.O. Ilscing thls arfwing. 1-1... w..pc•nof of prof•..lonsl •npl m•ring rffponslbl l lty •ol.ly Tor tbI C.Iign _1. T I Ili tabIl ity Intl uf. o! tail Growing Tor fay structure If cb V cy B.IlGing Designer ANSI/TRI 1 SIc.2. fth ONAL DUR. FAC. 1.00 FROM TH 2400 Lake Orange Dr., Suite 150 ap IlbnoT I par yUWN I NG 24 JREF- 1W1 P408_Z14 Orlando, FL 32837 eweb i Far marlinform.tion 5 is jab g.n... I n page a tn. yvnw. FL COA NO 278 www [p;nst.org; WTCA: w .s in usvhe ALPINE: —pin....; TPI: y.com; ICC . .o— pin—....; trilliamH. Krick Lic. Number 70 61SPAC 0" 06/ 16/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I /Ut.S—/ 1b I U — t$ —UAVIU WtLKLY -- LOt ZI Keagan Pointe — F4A) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :62 4x2 SP #1 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 131 W4X6 3.00 R 1.25 0-8-0 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1" _ I8-0-0 9.257- 0-0 1 X3 III W=3X4 1 X3 (R) 3X8 = 1 X3 III 3X4 = 3X4 - 1 X3 III 3X8 = 2X4 III 0. WAA1X3( R) 3X6 3X8 16- 7-4 Over 2 Supports R= 899 W=7.25" 3X8 R= 913 W=15.5" 1- 4 0 10- 0-0 Design Crit: FBC2014Res/TPI-2007(STD)07 PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 w+i - `"-'E ; % QTY:1 FL/-/2/-/-/R/- Scale=.375"/Ft. d AN ITW COMPANY 24M Lake Orange Dr., Suite IUD WARNING !•• READ AND FOLLOW ALL NOTES ON THIS DRAWING) " - _ IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. aY ,,`N Trusses require a ene arc a ricaci ng, M1andling, sM1ippi ng, n calling and b ;ng. Rotor co a toll - FreCSI`<Buiie ngbCwnPonenc Safety Information. I;ysTpl a tl NTGA,rf r ety praot;" > pri+ d, - 08. 1 - _ gpefarming't ese functions. Instal lars Snell provide temporary bra Ing per BC51. aUnless noted ocljrw e' cop c ortl > al M1ave proper)a Yac atl atr ucc a ing antl boitomcc hall h a properly ri giohce;ling.IhLocations , n`farhPermanentaluterala°oat aint of w bs a e b°uoing in alletl` ruaantlhposicionasshownabovesB3, BT or 810, as appincable. Apply places co oat li5^oof ..... ihJ "nc Details unless tl oCherwisA Refer to tlraw ngs i.OA-Z for55Cantlartl place po> c AT - a"> n , Alp a tliv"s-on f ITW B ing Componen[s Group Inc sM1 c be responsible r any tlev aC n f Y y dr ' 9, any fal l urn a truss 'n conformence with AN51/1'PI 1, or for hnndlong sh'pp ng o rJ a i scallacion A bracing o Crosses. /.•'`,1.+ A" Awl en this drwllq or eey.r pa" I lot l'p Ni. drw lrlp. IIW Ie.t.. Acc.ptAnc. of Drofw.l orl.l .nWlrlwrlrq Ael.ee pone lbl11ty1 sdl.ly Tor W Ipn .hewn. Ti,, sui Ubility enM uw of this tlrwlrlp Ter Any .tractor. If t J j ht e- eaponsibllitrtheBaildIDeeIgoe. par AN S I/TPI 1 Sec. 2. ,..` /J 1 ryL+ Y10" 166 TIC LL 40.0 PSF TC DL 1 0.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 79813 DATE 06/ 1 6/ 1 7 DRW Heusa408 17167162 HC- ENG LP/WHK SEQN- 518351 DUR. FAC . 1.00 FROM CH 61SPAC I NG 24.0" JREF- 1W1 P408 Z14 Orlando, FL 32837 FL COA#0278 Far mare information a tnis job'> general n Page n ehese web ALPINE: ww. a 1pine;cw.com; TPI: www. tpinsc.arg; WTCA: www,s cln use y.com: ICC Swww.lccsa c.orq illiam H. Krick Lie. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kI/UbJ—//n IV — a —UAVIU wttnLT -- LOL LI Keagan VOlnte — 1-4b) Value Set: 13B (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 "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 16.48 BC- From 5 plf at 0.00 to 5 plf at 16.48 TC- 200.00 lb Conc. Load at 0.96, 2.96, 4.96, 6.96 8.96,10.96,12.96,14.96,15.96 0-88--0 I 8-0-0 1 X3 III 1 X3 (R) = 4X8 [41 = 1 X3 III 12.5" 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. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4] W4X8 4.25 L 1.25 71 W3X8 3.50 L 1.25 131 W4X6 3.25 R 1.25 151 W4X8 4.25 R 1.25 6-12 4X8[151 2X4 III 3X4 = 3X4 - 1 X3 III W=3X4 = 3X4 1 W E-00.1pamow WIN yfffffw—WWWWWWWW rWWWWWWWWWw i= W=3X4 = 1 X3 III 4X6 [ 13 ] 1X3(R) = 3X8[71 = 1X3 III 4X6 = 16-7-4 Over 2 Supports R=1199 W=7.25" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, WARNING I** "EAAN READDFOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. if T russas require c11 n fabricating, M1 —ling, hipping, tall ing a tl bracing. Refer c , tM1e I eei<ion ofreCslc (Bui ltli ng Component Safety InPormati on, bysTPl a e NTCA) f ecy prat tan oUnlessoperforming < Installers s I proviee eemporary b ing per BCSI. n top c shallhh— prep—ly a cat hntl str uct raI sh ing a tl bottomcc ortl s a properly a cl rigiehceling. Locations a nefor pn rmanentu lateral s s a ing a /i 3. BlrB10, as applicabla. Apply coact bafacoof ceru l— as sc i.— oQ places .nebpos ne Joint Details, unless no tetl ocM1erwise. Re Per to erawangs`=Aof forsstaneare place positions.btAlpaOiv,s,n Pof ITN Builtling Components Group Inc, s esponsible Por any Uany failurncobuiltlthetrussin ormance wi hM1ANSI/1P161. o f r hanelinq, shiiPpin..ofr rDIN COMR4NY stanntion a bracing or vanes. w• 1 on Cbl• tlrwlrq or wy.r P.g• 1 Ltlrp CMIf er—bp, Iralw •go.pt•ne. of prof... lon•I .nplD«rI r.fpbn.lbl this solely for V s es, lgn .rgfn. TM1• fultabl l ley arM us: of UI• tlr•.Ing for fny Kruc ur. is 2400 Lake Orange Dr., Suite 150 rasponslbl I Ity of -s Bul leing Daslli per ANSI/TPI t S•c.2. Orlando, FL 32837 Per mnre infer ion i1 Jeb's general-1— Page- ese agethweeSwww., FL COA90278ALPINE: www. al pi nei cw. tom c TIP l f. ep i nsc. org; MTCA: www._ try.com: ICC csa c.org 4X6 3X4 R= 1508 W=8" H. nnrlrAf' r. 1 S T 0 .Q= ss oiuA. ENG MNOM1iM illiam H. Krick Lic. Number 1-4 0 10-0- 0 1 FL/-/ 2/-/-/R/ TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 61SPAC I NG 24.0" Scale=.375"/ Ft REF R408-- 79814 DATE 06/ 16/17 DRW HCUSR408 17167163 HC-ENG LP/WHK SEQN- 518361 FROM TH JREF- 1W1P408_ Z14 06/16/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, l/UbJ-//bIU - [5 -UAVIIJ Wtth LY -- LOt ZI Reagan VOinte - Fb Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-8-0 2-10-8 12, 0-0 1 X3 III 1X3(R) = 3X4 = 3X4 1X3(R) 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. 1 X3 III 3X4 = 1 X3 III 3X4 = 1E 5-11-4 F 5-11-4Le ' I 11-10-8 Over 3 Supports R=349 W=7.25" R=682 W=8" R=315 W=3" 1X3(R) 1104 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. Y:1 FL/-/2/-/-/R/- Scale=.5"/Ft. w mWARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e TIC LL 40.0 PSF REF R408-- 79815 d AN nw COMR4NY Trusses regui re c c eme are in fabricating, hannling, shipping, in calling antl b acing, Refer Co an oll cbe I oPrBC51`(Builtling Compbnen< Safaty Information, bysTPl antl WTGA>rfor = e<y Prattit° pri o performing'[ ese Puneeions. Installers shall pronitle temporary b ing per BCSI. Unless n o h M1copoh— sballhI— proPerhy a tech- struccnraI shn ing a tl boil— shall I,— a PfopnIe> a t r ig incni ling. Locution s own`fo. pnrman.nc laternlares ai t of wnbs s all I,avn bracing ins allntl `pe eC5 s B3. e tJolnt Details, unless notetl otherwise. Refer Co tln s 160 forss<antla rtl place posltionsaboBJorB10, as appl icablo. Apply places to —1, aiic^oof cru and pos Ilion a CV1atAlpine, a of is on of ITW Bui ltling Componnncs Group Inc. sM1 t be esponsiblc for any tl ion fro tl rowing, any failurn to b IitheCrussinconformancewithANSI/'TPI 1, ror for M1antlling, shipping, i stallation & bracing of trusses. j 708 1 { C S AT O ; .Q w M,e 1 ...,• Im ....... TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DATE 06 / 1 6/ 1 7 DRW Hcusaaos nis isa HC-ENG LP/WHK SEQN- 518426 2400 Lake orange Dr., Suite 150 An wet on thl, ereelllg or cw,r pope Il,tllp -1 Ere,inpIrlo Iceu, acceptance of profess lone1 englnwrinp reapon, Ibl l iCY eo1,lY for G„Ign ,bawl. TM eui —1; CY ena g« of this rlrbinp for enY strut ure Is t raspon, iblll[y of [T„ put lE ilq D,eI guar per ANSI/TP1 , S..2. S/ p q> EN \ WnT*dP DU R . FAC . 1.00 FROM CH 61SPACING 24.0" JREF- 1W1 P408 Z14 Orlando, FL 32837 FL COA#0278 For more nforma ion is job's general n s page a these web ALPINE: www.al pine i'cw.comf TPl 'www`cpinst.org; WTCA: www.s scry.com; ICC Swww.iccsafe.org illiam H. Kriek Lie. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I/U0S—/In I — 0 —UAVIU WttKLY -- LOt LI Keagan FOlnte — 1-5A) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 250 plf at 0.00 to 250 plf at 11.63 BC- From 110 plf at 0.00 to 110 plf at 11.75 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 15] W4X6 1.75 R 1.25 16] W3X4 2.25 R 1.25 0-8-0 1X3(R) _ 3XIS _ See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 2X4 III 3X4[16] = 1X3(R) _ 1 ijoo10-0-0 4X6[15] 1X3(R) _ 2X4 III 3X LE 11-10-8 Over 2 Supports R=487 PLF W=6-7-4 R=981 W=3" Note: All Plates Are 1 X3 Except As Shown. , M....._. 11'"" Na,, Design Cr i t: FBC2014Res/TP I -2007 (STD)' P` N; PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. :r:' `QTY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. ALP —ON AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 WARNING!•' REM AND FOLLON ALL NOTES ON THIS DRANINGI I WORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require a tr¢me care in fabrl caci ng, handling, — pping, in -calling end le ing. Refer co an Pr1e - %f acsl (B„iltling Component Safety Information, by'TPI antl NTCA> f r safe<y prattleoperforming't esa functions. Installers sM1ell provitle temporary bra ing par BC51. oUnless n o M1 M1opchordshallh.— properly a Cached >er uc cu raI sheathing antl bocewncc . hall ha a properly ... $` r igin ceiling. Locations a awn`fer permanent la<eral restraint of w by allshave bracing installed`pe BCS se - 03 B'Soorn BlO as app cM1cable Apply plates co .. SM1 fac000fecru antl pos- ho ov tl o th J D ca I I noted oche rwl se. Refer <o tlrawngs 160A 2 forsscantlard p p ti f AlpfITNBuI 'ng Componuncs Group Inc hall n < be responsible y tle„- ." tlraw- ng, any f ' a truss in conformance wl ch ANSI/1PI 1, or for hd d ng. sh pP' g, saallac on & bracing fu=roses Anu. l on thls dr..lnp er eev.r p.p. II.Linp thl. er..lnp. Inelo.t...cc.pt.ne. of prof...lon.l enp1%orinp r. apona I.l Ity ..I.ly for the do.l pn .he.n. The .u1t.b11lty antl ... .f L I. dr..inp fur .ny .iruutur. is t responaiblli[ y .f the Buildup Desi goer per ANSI/TPI 1 Sec.2. 0 708 , e , i AT - 0 y 1C 01- 1 ,. II„,•• - 4 /, I`N1 L 11i1 a TC LL 40.0 PSF TC D L 10.0 PSF BC D L 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408 - - 79816 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167165 HC - ENG LP/WHK SEQN- 518432 DU R . FAC . 1 DO FROM CH 24. 0" JREF- 1W1 P408 Z14 Orlando. FL 32837 FL COA 90278 Ear ^ pre infer.a Ion is 3eb•s general-- ti agea `here .¢° ALPINE: ww. a l Pi nc ic..com c TP l yw.w. epi nsc.org; NTCA: w .s ndcry.com; ICC Sww..ccsa e..rg illiam H. Krick Lie Number 701,6(SPACING U6/162U 1 / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1/Ub3-//blU - [5 -UAVIU WttKLY -- Lot Zl Keagan 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 "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 X3 III 1 X3 (R) = 3X4 = 2X4 III 0-8-0 1-4 0 10-0-0 3X4 M(R) 3X4 R=184 W=7.25" R=199 H=H1 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. Design Cr i t : FBC2014Res/TPI -2007 (STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 :' `QTY:9 FL/-/2/-/-/R/- Scale=.5"/Ft. tins a IIIIF`— AN(rW COMPANY WARN ING1 " READ AND FOLLOW ALL NOTES ON THIS DRAW NGI I YPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require c eme are in Ta rica[ing, IM1antlling, sM1ipping, in telld b ing. Refor [o { oll e laces< emFracSl`(Buildingbcompo... I Safe<y lnfnrmatibn, by= ing anTPIadNTCA>rF r e<y pratt'c prioperforming < ese func<ions. Instnllers shall provide temporary bracing per BCS1, oUnles. n *1 cop c 1d sh.11have properly a[[acM1ed serve [oral sheatM1ing and bo[twn c o d shall have a properly eigid [ai ing. Locatians ,hewn for peranent Intern) restraint of web, hall hnee bing ins<nI lad B 5 BD B] or B10, as applicable. Apply placos to o 9 fac000f cru ana posicron as shown abovtl Na Jaint Da<ails. unless noted a[herwlse. Refer <a drawings 160A-Z forsecandard pla<a pasi[ons. A Alpine, a tliv sion or ITW B., ltling Compunbn[s Group Inc, shall n c be responsible r any dbvia[on from o drawing, any failure [o build the truss in conformance witM1 ANSI/TPI 1, or for M1andling, sM1ipping, s[ allation & bracing or [ruses. y 9- U. 708 1 .z tBC wT O • — vIl •(@, 1 v Dom• ...,..%.••'G+ TC LL 4 0.0 PSF TIC DL 10.0 PSF DL 5.0 PSF BC L L 0.0 PSF TOT. LD. 55.0 PSF REF R408 - - 79817 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167166 HC - ENG LP/WHK SEQN- 518344 2400 Lake Orange Dr., Suite 150 N I un th10 GreWI ng or cover pep. Ilatln9 tb la Et.a I TO, InClu.ua ecapt.nt..f Pr f...Icoel roln..rinW r. apon•Ibllity aol.ly fur w N igu aha•^. Th. .,,t,bility aM ua. cf [Ni. cl_ir fdr •ny atruc[ur. I, ih r. apanalbllity mf tM Bu'Idl- DealWner par ANSI/TPI 1 Sa`.2. 1+" r L Z' r µnM I DU R . FAC 1 . 00 FROM CH 61SPAC I NG 24.0" JREF- 1W1 P408 Z14 Orlando, FL 32837 FL COA#0278 For more informs ion is job's general n s page a IM1ese web ALPINE: www.alpincicw.com `TPI ywvw cpinst.org; WTCA: w .s c stry.com; ICC ywww.iccs a.org illiam [-1. Krick Lie. Number 70 uz: Yaor.>,uM THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 17063-/7510 - B -DAVID WEEKLY -- Lot 21 Reagan Pointe - F6A) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 3X4 1 X3 (R) = 1 X3 III 2X4 ul 1 X3 III 1-4 0 10-0-0 I V113L_ZI15 1 11 1 X3 (R) = 1 X3 III 2X4 III 04} 8 7-4 Over Continuous SuPPQI t R=116 PLF W=3-3-12 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 1Y:1 FL/-/2/-/-/R/- Scale=.5"/Ft. WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS ORAWIM TO ALL CONTRACTORS INCLUDING THE INSTALLERS 1 .. TC LL 40 . 0 PSF REF R408 - - 79818 Q AN IrWCOMPANY 24M Lake Orange Dr., Suite 150 Orlando, FL 32837 FL COA 90278 Trusses require a e emc arc in fabricat-ng, handl-ng, Shipp-9 —1. lling antl -a— ng. Ref' Toll e latest eG,=inn of`BCSI`(13 ltl'ng Component Safety Informac o byTPl antl WTCA)f r ety p = pri o performing t e runctions. Installers s I pro _ temporary b ing per BCSI. oUnless n cop c sh allhh_ proper) a cat etl struct ral 1M1e ing a a properly a rigitlbcaling. Locncions , ncFnrhpermanent°lateral'° , , ing i tallatl •`` octions BBtl BJ oron8 as applicable. Apply plates tone cM1'F16OA-Z [ru raanntlbposi bclon as shown abo ntl the Joint Details, unless nocea otnerwlse. Rafar eo arawangs 160A-Z Fnrsstantlartl plate pnaitinna. a Alpine, a i s of ITN Bu.l , C—p....ts Group Inc. shall n osponsible for any tlaviation f ing, any fail ura c builtl the truss in conformance with AN51/TPlbl, `n F handling. sM1ipping, alatlnn & bracing of truaana. Anlon thl, tlrawlnW or aov,r pap, Il.tl np NI, Ifr.r llp, Intllo,t.s Iwc,ptane, of prof,,,lon,l anWln..rl pon, Ibllity sol.ly far Lh. C..Ipn .ha,n. TM .ultability antl o.. of thl, tl,_..9 far .ny .tractor. is a, Pan,Ibllity of tM B llaing Designer par ANsI/TPI 1 Sec.2. For a n ALPINE: TPI: —pi—tog; enNeTrCaAl :n > ago and mamma web ICCs www.ic sa e.org g S AT Q t Vtiy .• 1'' a ..• yN Ail, ` Grp illiam H. Krick Lic. Number 70 TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DATE 06/ 1 6 / 1 7 DRW HeusR406 n1s7-Is7 HC - ENG LP/WH K SEQN- 518435 DU R . FAC . 1.00 FROM CH 61SPAC I NG 24 .0 " J RE F - 1 W1 P408 Z 1 4 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I,I/UOJ-//0 IU - b -UAVIV INLLKLY -- LOt CI Keagan YOinte - F(il) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 2.48 TC- From 50 plf at 2.48 to 50 plf at 16.83 BC- From 10 plf at 0.00 to 10 plf at 2.48 BC- From 5 plf at 2.48 to 5 plf at 16.83 TC- 913.39 lb Conc. Load at 2.48, 4.06, 6.06, 8.06 10.06,12.06,14.06,16.06 The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 3 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 2] W4X6 S 1.50 4] W3X10 4.00 L 1.25 81 W4X12 5.75 L 1.25 17] W4X12 5.75 R 1.25 18] W3X10 4.00 R 1.25 21] W4X6 S 1.50 2X4 III 3X10[41 = 2X4 III 3X4 = 3X4 = 5X6 = 3X10[181 2X4 III 1-4 0 10-0-0 H0510 = 2X4 III 2X4 III 4X12 [ 171 4X6[21 4X12 [81 IE IIR=3940 W=8" 4X6[21] 16-10-0 Over 2 Supports R=4429 W=4.5" Design Cr i t : FBC2014Res/TPI -2007 (STD) H. PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 1 +R 2 QTY:1 FL/-/2/-/-/R/- Scale=.375"/Ft. d AN ITW COMPANY 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 FL COA 90278 WARNING! " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI d INMRTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require e t eme arc - fa r;cating, bandling, -M1iP in call' nd le o ag, I- a mg. Refer t I'll o freC5lc (But ltl ing Componen< Safety Information, bysTPl antl WTCA)rf r afe y praeei s prioPefforming,t Installers -ball Pr... de temporary b ;ng per BCSI. oUnless n fop c ord sballM1M1avefproperly a ed -cr ucc ral she ing and b tl Hall a properlyrigitlbcniling. LocutionssM1own`Y.M1.....—tulaterala n 11-b mg a a c s B3tl B; Dorn BlO, as aPPli<able. APPIY Plato- el—mg,"-a n a iM1e`Joiln< Details, unless notes otberwise. Refer co drawings 160A-Z for-stantlard place po-1M1160A-Zneru and Posit; on a vlatiAlpine, a s of ITW Builtling Cwnponents Group Inc. M1 esponsible for any de on f ng. any failurn to builE th. truss in con ormanca r;tl-i A.5II Ib1, ar for bantl —U. sM1ippin9. fellation A bracing of trussos. es..1 on tbl* drwlnp or eoy.r p.p. Il.tinp Nis dr.WlnW, JWiI ...ee.puno. of prof... I ... I .n9I.:rl pon.ibllity .olay for N. W.ipn .bb.n. Tb. .ait.blllty .nd u.. br Ni. tlraring rbr any s —ebr. I. t asponsibllity of Na 0u11din Dasl guar par ANSI/TP1 1 Sac. z. Far ,bore mrormati on - e is 3ob'- general n -ti.ged a Ne-e webALPINE: www.alpincitw.com; TPI: ww cpinsi.org; WTCA: w .- nn°y.om; ICC:,ww.-afa.brg 1 •% DTQ, oO x S AT O SV ' 4ajy. l..i !: Q,(]R + i 7 iONAL iy RiiippliW illiam H. Krick Lic. Number 70 TC ILL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC ILL 0.0 PSF TOT. LD . 5 5 . 0 PSF REF R408 - - 79819 DATE 06/16/17 DRW HCUSR408 17167168 HC-ENG LP/WHK SEQN— 518376 OUR. FAC . 1.00 FROM CH 6SPACING 24.0" JREF- 1W1P408 Z14 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k Irvv rosy - o -1,r1- n«n -- —L. GI Reagan roinre - rbz Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 13.27 BC- From 5 plf at 0.00 to 5 plf at 13.27 TC- 822.43 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W4X6 2.75 L 1.75 41 W3X8 S 1.25 51 W3X6 2.75 R 1.25 8] W3X6 2.75 L 1.25 9] W3X8 S 1.25 13] W4X6 2.75 R 1.75 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 2X4 III 3X8 [4] - 2X4 III 2X4 111 3X8 [9] = 2X4 III 1-4 0 3X6[5] = 3X6[8] 4X6[2] Ee FE IIR=2673 W=7.25" 13-3-4 Over 2 Supports 4X6[13] R=2991 W=5.5" Design Cr i t : FBC2014Res/TPI -2007 (STD)H. PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1 ,. , ''s QTY:1 FL/-/2/-/-/R/- Scale=.5"/Ft. AN ITWCOMFWNY 24W Lake Orange Dr., Suite Li0MA+Pu/l v_'Y A• Orlando, FL 32837 FL COA#0278 WARN INGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING INPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses c emc aro in fabr icacin anal' in na b o aredo[ rc a r c g, M1 ing, shipping, calling a r ing. Rcy¢r t fop 11fBCSI (But Itling Component Safety Information, bysTPI antl WTCA) f r . pracci oeperPormi ng1c a Punccions. In M1ell provitle tempo.. ry b ng per BCSI. oU.I.— n Cop < ord sh allhhay. properly a eaeM1etllstr uct ral she ing a d bottom<c d hall h a properly a w'tl r igidhceiling. L.—ionss n`Par I,... ant"laterale hall=1,ing .led a C, secii.ns 13, B) or 810, as applicable. Apply relates co¢ oechlfacco. 1 eantl position as sh w ta d the Jo4nt pecan s, unless nocetl otherwlsa. Ref¢r to tlrawings 16OA-Z forssc d-d place positions.bo Alpin¢, a tlivision of ITW BuilO , Components Group In shall n c be responsible f any d n Pan drawing, any failur¢ to build thn Cross in con ormancn with AN1, or for hantll ing, shipping o i stallatien A bracing .P Lr"s.e.. An ••• 1 on this tlr•Wlnp or cover pep• I I•tlnp this if P•Wlnp Inill c•G• wc•ptuw• oT prof—Ion•1 •npin••rl pone m n Icy w1•ry ror th. ipn .ho.n. The •m c.bn icy •,w u•• or this ar..inp ror my structure 1• t span• 1 b111 ty oT Ne B., Idi,".III— per ANS 1/TPI 1 S.c.2. For more information s is job's general n s page a chase web ALPINE: www.alpineicw.com; TPI: awww cpinsc.org; YWCA: www.s y. wm; Ice yw.w.iccsa .org F '•, r 0 , 08 1 x S AT : @! F F • •• n ••.• d I II1M illiam I-1. Krick Lic. Number 70 TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 79820 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167010 HC - ENG J B/WH K SEQN- 508826 OUR. FAC . 1 .00 FROM CH 61SPAC I NG 24.0" JREF- 1W1 P408_Z14 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I/UDS-//JIU - D -UHVIU NNLLINLT -- LOL ZI Reagan roinre - LJD) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Rt Bearing Leg 2x4 SP #3: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. 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. Right end vertical not exposed to wind pressure. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 (R) \\\ 2-2-0 10-7-4 10-0-0 2X4 IAA —a E 5-6-8 L:1-0-o:J Le5-10-0 Over 2 Supports R=289 U=26 W=3.5" R=209 U=35 W=1.5" RL=63 2-9-4 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 - Me /t.QTY:5 FL/-/2/-/-/R/- Scale=.5"/Ft. Q AN ITWCOMPANV 24(X) Lake Orange Dr., Suite UO WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRANINGI IMPORTANT '• FURNISH THIS ORAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. b r; eau ng, M1endling, sM1ipping, in tolling and b Ing. R<Ycr to a 1.11erussusregtluiructemuarcin ......... latest a of iltlinComponent Safety Information, byfTPI and WTCA)ro r afe y protein pr mo pe rforming't Inseallers mall provitle temporary b ing per BCSI.foUnless n se} p c ord .ball°M1evefproparM1 a too ed svuee a my a e d shall b a prepCrly a f rigitl°ceiling. Locations s ntfor°Parmanentul rnlar s oftw s 11 ing i nl latlt S suctions 8D BT or B^D,s'sn applicable. Apply Plato. ton mg, 16OA Yecru tootle osit- n as shown a o UeJointDeta;ls, u le tad otM1erwise. Refer co drawings t60A-Z far= It. —Id plate pp.itinnC.° Alpine, a division of ITW Builtling Components Group Inc. sM1all n t be responsible f any ippia n o atallation . brae;n9 nY"resaea. fr t tlrnwiny, any failure e b e russ In confo rmence . M1 ANSI/TPI 1, or for noodling, sbipping,o An... l on Lel. drw lip er Dover p.g. Il.il.9 thl. d—Ing. Il Icai......pi.n.. or prbr...Ibn.I .ngin..rinq opom lell ILY .clay rbr Ln. ,l..Ign shown. Th. wii.ell ItY .IW p.. of Lni. Brea ng ror any .eruc ur. I. Ln aapom lbllity oP H,a Buildlnp Deal goer par ANSI /TPI T Sac, z. a+ N f +. fi - aka S . tc' l. la,..• Aar... . S1QNAl.\ ,`, 101" MIWflILpN TIC L L 20.0 PSF TIC D L 7 .0 PSF BC DL 10.0 PSF BC L L 0.0 PSF TOT. LD. 37.0 PSF REF R408 - - 79821 DATE 06 / 1 6 / 1 7 DRW HCUSR408 17167169 HC - ENG LP/WH K SEQN- 518419 OUR. FAC 1 25 FROM CH 61S PAC I NG 24.0" JREF- 1W1P408 Z14 Orlmdo,FLCOO 3278 FLCOAN0278For morn nfnrma inn =bi, Jnb , general n ae agaa t^ese wn° ALPINE: www. alpine i'tw.com cTPI Sww.cpinst.org; WTCA: www.s cy.nem; Ice: e.nrg illiam H. Krick Lie. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I1Ub3-/1DIU - b -UAVIU wLLRLT -- LOT- LI Keagan VOlnte - tJbA) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC 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. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. 3X4(R) \\\ JAv = 2X4 III Lc1 -0-0:-+ irz 5-10-0 Over 2 Supports 30 R=85 PLF U=8 PLF W=5-6-8 RL=11 PLF R=30 U=15 W=1.5" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15, WARNING! " READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trussos require c fabricating, h ntlling, shipping, tolling a ing. Re Per tele<est etlition ofreCSI (Builtling Component Safety Information, bysTPI antl WTCA)rf ety pratoUnlessoperformingtIns<all I provitle tempo Wary b ing per SCSI, n top c ord shallhh— properly a cathetl str uct ing a U boctomtc ortl >hall h a properly a I rigiahcai ling, Locations > ncPor permannntul s Hall 1my i tallatlt 7 ect ions BD B; oron810, as applicable. Apply plates)toeet antl posic on as sM1own o Q g, 16OACYacru cM1eJointDetails, unles> nocetl otM1erwi>A Re Par to tlrawangsli60A-Z fors><antla rtl plate posi tionY.b IIIL.=` I Alpine. a tl f ITN Builtling Cwnpononcs Group Inc. s esponsible f any tlev a o Tr WarfailuratobuiltCM1etruss - conformance wi hhAN51/TPIbI, for hantlling, shipping aAN frW COMR4NY cal9atai oryi a brat ing or trasses. An.. AI on CAI• Urwrl np or aey.r pp. I l.tlnp "1' erilwlnp, IIW Ie.uA Aee.ptuw. of prof...lon.l .npl m.rii r. aPons lbllity wl.ly for tIM W.Ipn shorn. Th. sui LAbility .nil us. of this ilrawlnW far any atrubturm iw 2400 Lake OrmV, DL, Suite 150 rs.Ponsibility of — Buildup Dmsiglror psr ANSI/TPI 1 Sac.2. Odando, FL 32837 b's FormareinformionisJogenerain a page a these wee c swww.iFL COA 90278ALPINE: www.a 1pinei cw.com TPl sw C[pin .org; Y/TCA: ww .s in cry,com; ICC saYc.orq 2-2-0 10-7-4 10-0-0 In 1 S TO Q illiam H. Krick Lic. Nun 2 FL/-/2/-/-/ R/- TC LL 20. 0 PSF TIC OIL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 61SPAC I NG 24.0" 2-9-4 Scale=.5"/Ft. REF R408-- 79822 DATE 06/16/ 17 D RW HCUSR408 17167170 HC-ENG LP/ WHK SEQN- 518423 FROM CH JREF- 1W1P408_Z14 06/16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 17063-/7510 - B -DAVID WEEKLY -- Lot 21 Reagan Pointe - EJ7 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) = 1-4-0->l i Ill R=360 U=61 W=4" RL=124/-30 7-0-0 Over 3 Supports 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=169 U=81 23-10-11 3-1(-3 R=127 U=0 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) a+` VFM'nfi4 PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 d •' '•E)/ r' y QTY:15 FL/-/2/-/-/R/- Scale=.5"/Ft. WARN ING!•' BEAU AND FOLLOW ALL NOTES ON THIS DRAW INGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC L L 20.0 PSF REF R408 - - 79823 d AN mwrAMnANV 2400 Lake Orange Dr., Suite 150 Trussos require a ama are in fa ricacing, h—elling, shipping, <al ling and b ing. Refer to Poll e la<est aei<ion -1 CS Component Safety Information. bysTPI ane wrcA,'a r aa£e<y pra<tg't s prIoperformingtesePuncdons. Instal tars shall provide temporary b ing per BCSI. £oUnless noCetl ocl Z rwis top c 1d sballhh.— properly 11—hed scructurel sheathing e e botC shall have a properly <a rigid ceiling. Locations , awn far permanent lateral reatrai t aF w - .—It ha e bracing ins<allad wilts s B3. Bi oornBlO, as aPplicebla. Apply Plato, co n gc l<no re cr ane posi. t. a n aeLJointDetails, unless nocee ocberwisA Refer co draw ngsn160A-Zdror staneare plate pos ieoions,b cAlpina, a v or ITN Building Components Group Inc. s c be responsible f any --t-on frGy ing, any'Fellura to build the truss in conformance wi 1, ANSI/TPI 1, or £or handling, sM1ipping. allat.an 6ibra<ing of trusses. Ansssl on this arw ing or — pfgf Iift lip t111s areslnp, lnalbftff fcofptilnef of profflflonfl foot nffring rlfponfib111 [y folly for tlw affign Moran. TM fui tlbility Ina uN or this drawing Tor f ltrueturf if th refpanf lbil icy of the B., diOoslg— per ANSI/TP1 1 Sfe. 2. Co. 708 1 ,z r S AT '•@ s . • . P•- • 1 .•' w"• s V r ySaNAI.F NJCaryN1M1trwTIC D L 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DATE 06/ 1 6/ 1 7 DRW HeusRaos nls7oo7 HC- ENG KD/WHK SEQN- 736701 DUR. FAC. 1 . 25 FROM TH 61SPAC I NG 24. 0" JREF- 1W1 P408 Z14 Orlando, FL 32837 FL COA MO 278 Far mere infer is si5jab5generalnabpagedathesewebALPINE: www.alpineitw.com; TPI: .ices wcpinst.org; NTCA: w = y.com: ICC y'wtww org illiam H. Krick Lic. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1,1/UOJ-//0 IU - 6 -UAVIU INCC1NLT -- LOr LI Keagan YOlnte - tJ/A) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Lumber value set "1313" 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. PLT TYP. Wave AN ITW COMPANY 2400 Lake Orange Dr, Suite 150 Orlando, FL 32837 FL COA MO 278 2X4(A1) Le R=810 U=199 W=4" 7-0-0 Over 3 Supports Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 447.55 lb Conc. Load at 2.06, 4,06, 6.06 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. R=190 U=81 23-10-4 3-1 -3 20-4-0 R=80Z U=154 H=H1 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15 WARNING!"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T russns require e a ing, h ndling, hipping, calling a ing. Re Par t f ofrBCSlc (Bui ltlingbComponenc Safety Information, byeTPl nd WTCA)rfar safety practa s 1 co per ng'c a functions. Install ball provide temporary b ngeper BCS1. Unless n - op c ordms hal11,— properly a (ached siruct ing a a properly a ct i gi dhcni l i ng. Locati ono a owni for permanentul acera a eve berating i n A s 83, BT or 610, a applicable. Apply placaslc dhposicion a o ioint Details, unlesssnocetl otherwise. Refer to draw ngsf16OA-Z ror standard place peal tionsab Alpine, a division of ITW Building Components Group Inc. shall not be responsible f any deviati n lrawiny, any failure to build t Wass In conformancn with ANSI/TPI 1, or for hantlling, shipping,o callaii on & b ing o e t - ilne•el on Lola dr•rl,p or crus rnp•p• 11•ting NIe drs lop, IIM Ie•t•• eewpirie• of DreT•a•lon•I •ngln••r li pon•Iblllcy •ola ly for r,1,• Welgn •bo,rti. TM •Wtebillcy e,q uw o! this draing ror any •tractor• is e•ponslbllicy or the S.. di,, Designer per ANSI/TPI 1 Sac.2. For onmorenfo ....iis job's general no s pag a a these web ALPINE: www.alpina i'cw.com TP l ww f tpi n sc. erg; VfTCA: www.sb1 tca ry.m; ICC: fn.org 06""- Hi .N, v 708 i S AT 0 4 l e • ee•j AALL 1006 liam H. Krick Lie. Number 1 FL/-/2/-/-/ R/ TC LL 20. 0 PSF TC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT.LD. 37. 0 PSF DUR.FAC. 1. 25 6ISPAC I NG 24.0" Scale=.5"/Ft. REF R408-- 79824 DATE 06/16/ 17 DRW HCUSR408 17167171 HC-ENG LP/ WHK SEQN- 518409 FROM CH JREF- 1W1P408_Z14 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 6 F_ 2X4(A1) R=-36 Rw=240y4 43 20-10-11 R=9 Rw=15 U=10 T20-4-0 1-4-0->J 1-0-0 LOLter 3 upports R=201 U=56 W=4" RL=32 139 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 Cr i t : FBC2014Res/TP I -2007 (STD) p j (i, /",0 PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 1•e ••4CiY ''4 QTY:6 FL/-/2/-/-/R/- Scale=.5"/Ft. d p IIII F r ANITW COMPANY 2400 Lake Orange DL, Suite U— I,,g O WARNING!" READ AND FOLLOW/ ALL NOTES ON THIS DRAN'INGI IIMRTANT" FURNISH THIS DMrIM TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses emi are in fabricacin anBlin g acing. o arequiresatrcg, h g, sh,pping, tallrm antl br BePe,- = fell f BCSI (Bui ltling C—po...t Sa Pe ty Information, bysTPI a,, ,TCA) for safety pr..tioperforming'c a Functions. I,'t.III Hall 11_id. temporary b inuper BCSI. Unless n Cop c nl M1eve properly a techetl siruci ral s ;ng a a proParly a rl 'tl g;tlb ng.IM1Locac;ons , n`fer permanenial e a g ` G i.nt Getails, unless notetl ocnerwi sA Refer io tlrawangs 16GA-Z forsstantlar,] place positionsabos83, Bi or B1 B, as applicable. Apply pla<eslco a 191'1601-Z Cru andnposati on a LViatiAlpine, a tl v f ITW Builtliny Components Group Inc. s esponsible T any U n P, tlrawmg. any f co build i a ruses ,n conformance wiiM1M1ANsI/TPl bl, ror for han ng, shipping,o acallaclon Aabraoeng of eres .` An.,,l on thl. Cr..ing or oo r p,G. Il.el nB thl, ErsinpInClo,t.s .Gcepcono, of profesolonol engin,orl Iles llty ,ol.ly Tor — d—, ,bwn. Th..pi C.bll;t' and u.e or Nis Cr..In. for e,ry .er—r. 1, cM1 eaPona1 bIl Ity of hB.IlJI n.1g 1 per Mall PI 1 S«.2. D. o. 708 1 S S AT © ; Q r,'s„ i • ,i. ,.. `i, v `. lUY L TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 79825 DATE 06/ 1 6/ 1 7 DRW HCUSR408 17167003 HC-ENG KD/WHK SEQN- 736698 DUR. FAC. 1 25 FROM TH 61S PAC I NG 24.0 11 JREF- 1W1 P408 Z14 Orlando, FL32837FLCOA 90278 For more lnf....tion s enera is job'sglnspage a CM1ese web a ALPINE: w .al pine icw.com; TPI: www.cp insc. org; NTCA: w .s in usvy.com; ICC ywww. safe.o,'g Ik""i illiain H. Krick Lie. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I/UbJ-//b lU - b -UAVIU WttKLY -- LOt LI Keagan Nolnte - UJ3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.511), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 1<-1-4-0 -J 3-0-0 Over 3 Supports R=222 U=45 W=4" RL=62/-23 139 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. 1-10-11 R=59 U=28 1-10-3 R= 50 U=0 0- 4-0 Design Cr i t : FBC2014Res/TP I -2007 (STD) `M W."ww",,'mo w,, PLT TYP. Wave FT/RT=O%(0°h)/0(0) 15t •23?' QTY:6 FL/-/2/-/-/R/- Scale=.5"/Ft. AN IrwCDMR4NY 2400 Lake Orange Dr., Suite 150 WARNING! " READ AND FDLLON ALL NOTES ON THIS DRAWINGI CONTRACTORS IIMRTANT" FURNISN THIS DRAWING TO ALL CORACTORS INCLUDING THE INSTALLERS. oBCSI( Buiini'q C—ponenc Safety Information, bysTpl-CA>ra r safety pragt; gtefunctions. Isllersshallpg perfoCop a ,hal ne a propnrla tatl ed atrnct a ;ng and b*tt d Hall n a prnprly a Trusses require a eme arc a rl cat; ng, handling, sM1 ipping, ;n calling and b ing. Roper co a(1 jd igidhcdling.l Loeaeions s ntfornpe rmanencal ralar s hnllsn ing i nlletlt s1B3a BT or 810, as applicable. Apply places to oacloeUcS to tlraw;ngs 16OA-Z for>tandard place posieions.d cp, v fITNBui lrt Components Group Inc, snall n t be responsible f any d iraoob ihtinconPormnncnwithANSI/'rpl1,nnn og nlpp ngo seallatian Aabracing dPntrn==aa. Anw•I on tbi• dr Ing or d r p•W II•tinp thisdr—Irg•ngin..•.•...• Pon:l: l l Ity o Iy F:II ng Os°gnr pew ANM/TPIt'bi c2 erW u•• pr tM1l, Er•.ing fe, •ny •tractor UiS/O f • •' "•, o708 1 AT OecJolntise.Refer Q ingnnylPp• ti,.. tTOT. A` .. t WNIW1YNtF TIC LL 20 . 0 PSF TC DL 7 . 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF LD. 37.0 PSF REF R408 - - 79826 DATE 06/16/ 17 DRW Hcusaaos nis7oos HC-ENG SCN/ WHK SEQN- 510009 DU R . FAC . 1.25 FROM CH 6ISPAC I NG 24. 0" JREF- 1W1 P408 Z14 Orlando, FL 32837FLCOA#0279 For more Information se is job's general n s page a these web i ALPINE: www.alpincrtw. mom; TPI: www cpinst.or-g; WTCA: www.s vy,com; ICC yw ra, safe.orgilliam H. Krick Lic. Number 70 06/ 16/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I/Ubb—/It, I — 5 —UAVIU wttKLY -- LOt CI Keagan Pointe — GJb Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1313" 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. 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=116 U=54 R=89 U=0 22-10-11 2-1 -3 20-4-0 L--1-4-0 -J 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 TiuumaNrr+,,„+h Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 151.. 231' QTY:6 FL/-/2/-/-/R/- Scale=.5"/Ft. IMPORTANT•WARN FURNISH THRISO ANDDRAWING TO ALL NOTES ON THIS DRAWINGICONTRACTORSINCLUDING THE INSTALLERS. + ai. at. TC LL 20.0 PSF REF R408 - - 79827 Trusses require a ene are in Pa ri cati ng, nantlling, sM1ipping, n calling antl bracing. Refer to a Poll A, -' le<es< oFreC51`(euilding Component safe<y I......tian, 1%TPI and WTCA, f r >aFe<y pra«i = ` 0, - pgounless TIC DL 7.0 PSF DATE 06/ 1 6/ 1 7eetlicionpri co performing c e.. Functions. Installers mall provide temporary bra ing per BCSI. nocetl o - 'seer f DRW Hcusltaoa 17167004 1L r- op chord sn.11 have P,.P.,Iyo a<ta<ned l sheathing antl butt b`c .1d In.,I nova a ProPirI a d f - oral .... rigitl coiling. Locations s wn far permann.. ... .. din o' w s Hall eve braemy in- al letic C colons 63a .j or 8, I as aopplicable. Apply plaits to omg f16OA-Zeru <and positQon aso sshoonsab o - ne Joint Retails. Holds. n <ed a<nerwisa. Refer <o tlrawinys 160A-Z fors; andard pia<a an- i4(, BC DL 10.0 PSF C AL Alpine, ITW Building Componuncs Group Inc. hall n esponsible f any tlev ai onvf • l.. b1,Tor BC ILL 0.0 PSF HC - ENG SCN /WH K v of Aing, any'f i'ura t uild t e truss in con ormancn ri h ANSI/TPI for handling, shipping, •y A, n b n - AN nwCOMPANY seal ai on aabraciny tf irnaaas. yi'. +• •• i An...l thIS dr..Ino 11,tlnp this Cr..l"' Indio— .ca.pt:no, or ion .npin..rl .n+• TOT. LD. 37.0 PSF SEQN- 510012 OUR. FAC 1 2 5 FROM CH on or eoY.r p.po prof... r..Ponabl llty "IS Tar th. a.Sign fult.Dlllq .IM u.. of thin drari no Tor .ny .Vue urn Is t SS`I yN ANAL2400LakeOrangeDr., Suite 150 raepo"'IbII:ty of en. Building Do,iUm, P.r msi/TPI 1 S.<.2. R rM lll I NG 24. 0" JREF- 1W1 P408 Z14Orlando, FL 32837 For more information s is job's general n s page a these xebi.cpinw.org; FL COA 40278 ALPINE: www.alpineitv.com; TPI : -CA: w.m y.com; ICC'www org illiam H. Krick Lic. Number 70aa `' 61$PAC 06/ 16/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k I/UOs-//O IU - 13 -UHVIU YYLLINLT -- Lot LI Keagan YOlnte - HJ/ F e Set: 13B (Effective 6/1/2013) chord 2x4 SP #2 Dense chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 L'_-1-10-10 9-10-1 Over 3 Supports R=398 U=101 W=4.907" 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 7-0-0 setback jacks with no webs. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 WARNING!-- READ AND FOLLOW ALL NOTES ON THIS DRANINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require o ame ere in fabricating, handling, shipping. n telling antl b ing. Refer to anelates< etli<ion ofr BCSlc(Bui ltling Component Safety Informal lon, bysTPI a tl -CA) e<y practicoUnlessoperformingiefunctions. Installers s all pro _ temporary b ing per BCSI, n Cop c M1 11 h a properly a - r ral s ing antl bottomcc ortl shall have a properly a M rigitlhcellinq. Locations s rhpermaneniul nterala r all M1 ing i calI— p 1actionsBB. B] or BtO, as appl icablo. Apply Places coeeach'fac0oofecr and position as shown QM1e Joint De calls, unless na tea otherwise. Refer co tlrawi ngs Tor stantlartl place pos1tions. . tAlpine, a tlivision of ITW Builtlinq Components Group Inc. shall n t be responsible f any tlav a<on f-o nq, any f co buiId the truss in con ormance with ANSI/TPI 1, or for handling, shipping, e AN n'WCONAPANY s allation Aabracing of Grasses. A feel on tblf Crwllp or noyfr papa IlftlrMl Nls Orel ilq, Intlleftff fccfptfnee of DroTfff lenfl frpinffrh rf>pon>I bility solfly for C Ns.W. Them. TM fwteblIity One use of tblf Orel in for any >trueturf is 24W Lake Orange Dr., Suite 150 I..—sibllity of tl,e B.I,Eing Daslyner per AHSI/TP1 1 Sec.2. Orlando, FL 32837 For mo a Informs s job's general .-1 page e FL COA N0278 ALPINE: www.alpinaicw.com t'TPI yww cpinst.org; WrCA: www. se y can; ICC swww.ccsa .orq R=217 U=109 3-10-6 3-9 14 R=352 U=11 i20-4-0 P H• kp f, a O. 708 1 x L S AT 0 • Q fi •°btu . 1 4S/ONAL LNGMII$INWii1Mt1''lMt Iliam H. Krick Lic. Number 3 FL/-/2/-/-/R/ TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 6§PACING 24.0" Scale=.5"/Ft REF R408-- 79828 DATE 06/16/17 DRW HCUSR408 17167014 HC-ENG SCN/WHK SEQN- 510049 FROM CH JREF- 1W1P408_Z14 06/ l6/2017 STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' Q• ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR NGBACK BRIDGING SPLICE DETAIL NOTE: Details I and 2 2) 106 COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) IDd COMMON (0.148'x3.0') NAILS OR (4)lOd BOX/GUN (0.128'x3.0') ONAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) lOd COMMON-- 0.148'x3') NAILS OR 4) 10d BOX/GUN TD 2B'X3.D') NAILS attachment methods o RESTRAINED AT EACH END, n STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None required 10' to 20' 1 row (at center of span) 20' to 30 2 rows (I at each 1/3 Dints) 30' to 40 3 rows 0 at each 1/4points) Over 40' Space rows at 10' o.c.points) op -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," No -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,) pip -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 (Bulldirg Component Safety Information). AT'FACH S'I'RONGBACK TO BOTTOM CHORD WITH 2) H10 — 3' SCREW,S,it111 itili1111jwrflil STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 0 P an q' WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ste`' . q TC LL PSF REF STRONGBACKi a s' DATE 10/01/14Trussesrequireandbracing. Refer to atonnecareInfittingling, handling, shipping, Information, forBeldingComponentSafety a Tl, DL PSFdisafefollowthelatesteditionmiBCS[ all provide a or and bracingpratticespriortoperformingtheseFunctions. Installers shall provide temporary brncing per BCS yyipp + Y a, I O 1 DRWGUnlessnotedotherwise, top chord snail have properly attached structural sheathing and bottom rd S S PSF shall hove n attached rigid ceiling. Locations shown For permanent Lateral restraint ofring BC DL STRBRIBR1014 v V I'1 properly shall have Ins tamed per BCSI sections or Apply plates to each fasnpLess w I j\\ v11 DBIC,et othJoftrussandpositionnshownaboveandontheJointDetails, unless noted otherwise. t BC LL PSF Refer to drawings 160A-Z For standard plate positions. S SAT :1Q AN ITW COMPANY Alpine, a division of ITW Bultding Components Group Inc. shall not be responsible for any deviationri this drawing, any Fnaure to build the truss In con Formance with ANSI/TPI 1, or for handling, shipping, o yffwewe ^` T T. LD, PSF Instance tlon 6 bracing OF trusses, A seal on this drawing or cover listing this drawing, indicates acceptance of professloral O V a a•w ••• R DUR, FAC. 1.0013723RiverportDrive page engineering responslbNity sately for the design shown. The suitability and use of this drawing Sec.2. VV Suite 200 for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 PACINGMarylandHeights, MO 63043 For m or, InPornation see this Job's general notes page and these web sites- ALPINE. w w.alpineltw.com; TPL www.tpinst.org; SBCA,--loUndustry.org; [CC: www,iccsafe.org 06/16/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C. Kzt = 1,00 Ort 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D. Kzt = LOD Orr 100 moh Wind Sneed. 15' Mean Heioht. Partially Enclosed. Exposure D. Kzt = 1,00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) tx4 'L" Brace Or 1) 2x4 'L' Brace 2) 2x4 'L' Brace /t 1) 2x6 `L' Brace Or 2) 2x6 'L' Brace NO Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 0) UO S P F i g I— f11 1 / #2 4' 3' 7. 3' 7. 7' B' 7" e' 11' 10, 3' 10, e' 13' 6' 14' 0' 14. 0' 14' 0' 3 4' 1" 6' 7' 7' 1' B' 6' 81 10, 10, 1' 10' 6' 13' 4' 13, 10' 14' 0' 14' 0` stud 4' 1` 6' 7` 7. 0` B' 6" B' 10, 10` 1" 10, 6' 13' 4' 13, in, 14. 0" 14' 0" Standard 4' 1" 5' B' 6` 0` 7' 7` B' i' 10, 1' 10` 6' 11. 10, 12, 8' 14' 0" 14' 0" CJ 1 4' 6' 7' 4• 7. 8' e' e" 9' 0' 10' 4• 10, 91 13' B' 14` 0` 14' 0" 14' 0' 1, S P 2 4' 3" 71 3` 7' 7" 8' 7' e' 11` 10, 3' 10, B" 13. 6" 1 14' 0' 14' 0" 14' 0' CU D F t_ 3 4' 2' 6' 0` 6. 4` 7' It' e' 6' 10, 2' 10' 7' 12' 5` 1 13' 4' 14. 0' 14' 0' Stud 4. 2' 6' 0` 6' 4` 7. 11` 8' 6• 10, 21 10' 7' 12' 5` 13' 4' 14' 0' 14' 0' Standard 4' 0' 5. 3' S. 7' 7' 0' 7. 6' 9. 6' 10, 2' 11. 0' 111 10` 14' 0` 14' 0• U U S P F LI 1 / #2 4' 11' B` 4• e' e' 9' IO" 10, 3" 11` e• 12' 2' 14. 0' 14. 0' 14' 0' 14' D" 3 4' 8' B' 1' B. 8` 9` B' 10' 11 11' 7' 12, 11 14' 0' 14. 0' 14' 0' 14' 0" Stud 4' 8` 8` 1• 8. 6' 9' B" 10' 1' 111 7" 12, 1' 14` 0' 14' 0` 14' 0` 14' 0' 1 1 F Standard 4' B' 6' 11" 7' 5` 9' 3' 9' 11' 11' 7' 12, 1' 14101 14. 0' 14' 0' 14. 0' 0J o 1 5' 1' B ' 5' B' 9' 9' 11' 10' 4' 111 10' 12' 4' 14. 0' 14' 0' 14' 0' 14' 0' OJ S P DFL 42 4' 11' 8' 4' 8. 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' D' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' e' 12, V 14' 0• 14' 0' 14' 0' 14' 0' Stud 4' 9' 7' 4' 7' 9' 9' 9" 10, 21 111 e• 12, 1' 1.4' 0' 14' 0' 14. 0' 14' 0" Standard 4. 8' 6' 5• 6' 10' 8' 7' 9' 2' 11' 7' 12, 1" 13' 6' 14' 0' 14. 0' 14' 0' Q CS D LJ O S P F 1H F 1 / #2 5. 5' 9' 2' 9' 6' 10, 10• 11' 3' 11' e' 13' 5• 14' 0' 14' 01 14' 0' 14' 0' 3 5' 1• 0• 9' 4' 10, 8" 11. 1• 12, 9' IF 3' 14. V 14. 0• 14, 0' IF ' Stud 5' 1" 9' 0' 9' 4' 10, e' III 1' 12, 9' 13, 3' 14' 0' 14' 0• 14' 0' 14' 0` Standard 5' 1" B' 0' 8' 6' 10, B` 11` 1` 12, 9' 13, 3' 14' 0' 14' 0' 14' 0' 14' 0` X S P 1. 5' 8' 9' 3` 9. R. 10. 11' II' 4' 13' 0' 13, 6' 14' 0' 14' 0• 14' 0' 14' 0" 2 5' 5' 1 9' 2' 9. 6' 10, 10, 11' 3' 12, 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0" 3 5' 3' 8' 5' 9. 0' 10' 9' 11' 2' 12' 10' IT 4' 14' 0' 14' 0' 14' D' 14' 0' 1DFL Stud 5' 3' 8' 5' 9' 0` 10, 9" 111 2' 12, 10, 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1" 7' 5' 1 7' 11" 9` 31• 10. 7' 12' 9' IT 3' 14' 0• 14' 0" 14' 0' 14' 0' Bracing Group Species and Gradest Group At S ruse -Pine -Fir Hen-Fh YI / Y2 Standard q2 Stud 63 1 Stud 1 1 03 Istanclord Dou las Fir -Larch Southern Pine*** q3 q3 Stutl Stud Standard Sta word Group R Hem -Fir 1 E Btr Y1 Dou ins Fir -Larch Southern Pinellas Y] Y2 Y2 lx4 Braces shalt he SRS (Stress-Rmtod Board). wwror Ix4 So.. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these cl,Qdos. Gable Truss Detail Notest Vind Load deflection criterion is L/240. Provide uplift connections for 55 pif over continuous bearing (5 psf TC Dead LondX Gable end supports load Fran 4' 0` outlookers with 2' 0" overhang, or 12• plywood overhang. About ( Attach 'L' braces with 10d (0.128'x3.0' min) nails. I 3BE For (1) `L' bracer space nags at 2' ac. viol. Truss in 18' end zones and 4' o.c. between zones. ilikFor- (2) 'L' bracesr space nails at 3` o.c. Diagonal brace options T in 18' end zones and 6' oc. between zones. vertical Length may be doubled when diagonal 16' 1K bracing nest be a minimum of BOX of web brace is used. Connect L nenber length. diagonal. brace for 4506 Gable Vertical Plate SizesateachendMaxwebBrace total length is 14', iIf1YE Vertical Len th No S tce 2x4 OF 62 or Less than 4' 0` 1X4 or 2X3 better diagonal r Cnrenter than 4. D.3X4 Vertical length shown bracel single B, in table above, or double cut45• 1Lasshown) at Upper end. r14j Refer to cannon truss design for 11 peak, splice, and heel plates. ont4wous B 1 hri Y'C' Refer to the BuDdYrg Designer for conditionsConnectdiagonalat midpoint of vertical web Refer to chart above 4 ( I length. not addressed by this detail. seVARNINGIsw READ ANY FILLOV ALL NTTES 011 THIS WAVING w 0 •• r REF ASCE7-10-GAB1.4015IWMTAHTwwFk"ISH T1us DRAWING To ALL aNTRACTnRS NY:LLMMUM THE DCTAlrFe" Cva Refer to a1( Dulialft Safety s "ovide i DATE 10/01/14fail— thees laterite edition ofdumYCSi Conpcnent ornation. Y PIand S A) far safe these f tenpartley bra- c phallit—turalotherto F e•• . g 708 r UUruessR—ted 111 have prdperiyl attached cheat dip and bottotophortlsM DRWG A14015ENC101014yshoohavewproperlyattacMdrr41pttddceYinp. locatbnt shoan For perrwuw!nt lateral re:traMt of of t have and post installed per YCSI ar'd n B9. Y1 or Yla, as pplkaWn Apply plates to each fsoftrot[ as shoan aims apl on the JOMt YetaMs, vdeas rotetl otharMcc r _ _ u AT - 0 ." IIL Ft_—r AN ITW COMPANY d- IproshtaxnReFertoalravFps16YIi-2 For standard plate poociutptwrc, eny t adratrUyfaOlvaloniluretoTW Wdftd Cs trust In confomm cedtwith notL arforMnenenp shpl f 7 Q a•l - +sr t+ MAX. TOT. LD, 60 PSF Mstnlew a t is drg of trucove At.al an VrBc draawp or CDVtlf paps U[thp this rY•awinp. NaYcaie[ atteptence of prafK1laW1 13723 Riverport Drive responsYrYtty solNy Fer tvw detlpn shwa 1M sWtaNGty artl use of this dewety tFe B1Adrp Dectpner ill TPI I SecL'. U, \ ,, N+ " t' Suite 200 ror ture Ls the r.rpwsbYny of per 17 AX. SPACING z4.0` MarylandHeights, MO 63043 far rare Informatam toe this Job's general notes pope ad thus. web clt.n ALP/ NE, wwealpNNwc. tw,comsTPiratpNstoratSYCRaw.cbcWauctry arpe ICCt wasiccsnFe.orp 06/ 16/ 2017 Gabe Detail For LPt-in VPrtirnlc; Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a te that covers the total area of lapped plates to span the web. 2X4 2X4 2X8 rrovide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails; loci Common (0.148'x 3.',min) Nalls at 4' o.c. plus 4) nods in the top and bottom chords. Rigid Sheathing Toenailed Nallsi loci Common (0.148'x3'.m1n) Toenails at 4' o.c. plus 4 Nails 4) toenails in the top and bottom chords. T, This detail to be used with the appropriate Alpine gable detail for ASCE Reinforcing wind load. Member ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Gable Spa, ced AtTrussgsASCE7-10 Gable Detall Drawings 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, S18015ENC100815, S20015ENC100815, S20015END100815, S20015PED100815, S11530ENC100815, S12030ENC100815, S14030ENC100815, S16030ENC100815, 4 Nails S18030ENCI00815, S20030ENC100815, S20030END100815, S2003OPED100815 Ceiling See appropriate Alpine gable detail for maximum unreinforgp Ali J&1evertical length. H. 110 may_"-r_ T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, mul tlply '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 Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Reinf. Mbr. Size T' Increase 2xa 30 % 2x6 20 WARNINGI.. READ AND FOLLOW ALL NOTES CN THIS DRAWINGI fi REF LET -IN VERT IMPORTANT-. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V :. Trusses require extreme care In fabricating,handiIn shipping, Installing and brncin Refer to nr9• PP 8• 9 9 wi w 1} DATE 10/01/I4followthelatesteditionofHCSICBuRtlIngComponentSafetyInformation, by TP[ and SBCA> for safe U. 708 1 . practices prior to performing these functions. Installers shad provide temporary bracing per BCSIUnlessnotedotherwise, top chord shall have properly attached structural sheathing and bottom or a x DRWG GBLLETIN10I4 LJ F r7 shall have a properly ntt.cmetl rigid telling, Locations shown for permanent lateral restraint of w is unlssapplicable. Apply plates to each faB7orDBID,etails, shall have bracing Installed per BCSI sections theshownaboveandthe Joint Detnlls, unless noted otherwise. of truss antl osit160 SATIILI{_J IILIII\\\\IIJII ZRefertodrawings160A-Z for standard plate positions. a Alpine, n division of [TV Building Components Group Inc. shall not be responsible for any, deviation f AN ITW COMPANY this drawing, y failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, any MAX. TOT, LD. 60 PSFinstallationsoftrsses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional erglneering responslbNty solely for the design shown. The suitability and use of this drawing wo DUR, FAC, ANY13723RiverponDrive far structure Is the responsibility of the BWlding Designer per ANSI/TPI I Sec.2. S`AL d,,,II 4 wSuite200any 17 AX. SPACING 24,0" Mar not Heights, M083043 For more information see this Job's general notes page and these web sites- ALPINE, w w.alpineitw.comi TPI www.tpinst.orgi SBCA, www.sbclnoiustry.org, ICC, www.lccsaFe.org 06/l6/2017 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OK) 2xB I row 2x6 1-2x8 2xB 2 rows 2x6 2-2xG0K) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. OK) Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T-Reinforcement or T-Reinf. \ L-Reinforcement. or L-Reinf. \ Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf. L-Reinf. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab pluHinlwrnq n, H. w wARHINGP. READ AND FOLLOW ALL NOTES ON THIS DRAVINGI THIS DRAWING TO CONTRACTORS INCLUDING THE INSTALLERS. - i y.- , S '' . . r •. +i TC LL PSF REF CLR Subst. IMPORTANT.. FURNISH ALL Trusses require extreme care in Fabric.tft. handiYg, snippxig, installing and bracing. Refer to n Component Safety for snfTPIorpallorthelatesteditionofBCSI (BugdWthese 08 1 TC DL PSF DATE 10/01/14 all provide a ry braciSRCAngpracticespriortoperForrMgtheseFunctions. Installers shop provide temporary bracing per HCS top .All have attached strum -rat sheathing and .attain Id v V Unless noted otherwise, chord properly shall have a properly attached right ceBing. Locations shown for permanent lateral restraint of BC DL PSF DRWG BRCLBSUB1014 7II11 II___l l ll\ 1111 shall have I—cng installed per BCSI sections B3, 87 or 810, as applicable. Apply plates to each F truss and as shown above m the Joint Detains. unless noted otherwise. i C LL PSF L//I i lL—ILI IIJI \V\JI IL of position Refer to drawings 16M-Z for standard plate positions. plate S A O .QSF1 t Alpine. a division of ITV Building Conponents Group Inc. shall not be responsible for any devb.tbn TNT. LD. PSFANITWCOMPANYthisdrn.ing, any folio-e to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. 1 vya Riverport Drive Installation L brockV of trusses. A seal on this d^a.ig or cover page Usting this J-a—D. Ydcates acceptance of professtornl lyely for the design st— The suitability and use of this d^angdemgre.rimg responsYiUsole e. .•• da s . 0 ••••• S\ l7 t ` DUR. FAC. 13723Suila zoo far any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. wq ON ,A.t 17 Maryland Heights, M083043 For pore Information see this Job's general notes page and these .eb sites. ALPINE, r—tpinelt..comi TPI..—Apinst—ti, SBCA. wwrsbcYMustry.orgl ICG .w.Jcc..F.—g PACING 06/ 16/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ort 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D. Kzt = 1.00 Flr: In0 mnh wind snppd. 20' Mean Height. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) Ix4 'L' Brace 0(1) 2x4 'L' Brace w 2) 2x4 'L' Brace *0 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 30' 13' 4' 14' 0' 14' 0' U S P P 3 3' 10' 6' 2' 6' 7' 8' 1' e' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Q Hrr Standard 1 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' ill 0' 11' 10' 14' 0' 14' 0' ICU 41P1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' J S P 2 4' V 6' 11' 7' 2' 8' 2' e' 6' 9' 9' 10, 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' B' 10' V 11' 7' 12' 5' 14' 0' 14' 0' U rDr L Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' B. 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' e' 10, 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' L_% r 1 / #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14, 0' 14' 0' 14' 0' P S P r 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 111 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' I IH Standard 4' S' 6' S' 6' 10' B' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' ICU O 1 4' 10' e' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' e' il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10, 10, 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' d U O pSI P u ( P 1 / #2 5' 2' 8' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12, 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 10' 8' 7' 8' 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' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 4' 8' 10, 9' 2' 10, 5' 10, 10, 12' 5' 12, 11' 14' 0' 14' 0' 14. 0' 14, 0' d S P 2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12, 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 0' 7' 10' 8' 4' 10' 3' 10, e' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' cDf L Stud 5' 0' 7' 10' 8' 4' 10' 3' 1 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' c--i Standard 4' 10' 6' 1I' 7' 4 • 9' 3' 1 9' 10' 12' 2' 12' 6' 14' 0' 14' 0' 14' 0' 1 14' 0' Diagonal brace option; vertical length may be doubled when diagonal brace is used. Connect diagonal brace for 525# at each end. Max web total length is 14'. Vertical length shown In table above. Connect diagonal at midpoint of vertical web. ALFF'_0N AN ITW COMPANY 13723 Riverport Drive Suite 200 Maryland Heights, MO 03043 2.6 DF-L #2 or better diagonal brace; single or double cut as shown) at upper end. ymmAbout, T 16' AIA L• Irace IfIK)K 1 8' )K L 1 yrl 1*1 `1l Refer to chart above WARNINGIes READ AND FDLLGW ALL NOTES ON THIS DRAWINGI ssINPORTANTss FURNISH THIS DRAW. To ALL CONTRACTMS INCLUDING THE INSTALLERS. Trusses require axtrene c n fabr—tirng, handikg, shipping. Installing and bracing. Refer to a follow the latest edition of BCSI (Buitdwng Corponent Safety Information, by TPI and SBCA) for safe practices prior to perforrdng these functions. Installers shall provide temporary bracing per DES Unless noted tithe i... top chord shall have properly attached structural sheathing and bottom shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of Shall have bracing Installed per DCSI sections 83, B7 or DIO, as applicable. Apply plates to each F of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to tl .'Ings 16OA-Z for standard plate positions. Alpine, a divMon of ITV Building Conponents Group Inc. shall not be responsible for any deviation f this drawing, any failure to hued the truss In conformance with ANSI/TPI 1, or for handling. shipping, 1 nsl attain bracing of trusses. A seal — this drawing or cover page listing this draelrg. Indicates acceptance of prof essbnal engtneerlrp responsB)Illty solsly for thw design shorn The suitability and use of this drawing For say structure Is the respor(slbRlty of the Bultd6p Designer per ANSI/TPI 1 SecP. For nor. Information see this Job's general notes page and these web sites ALPINE- www.alpineltw.com, TPD ww.,tpinst.org, SBC04 www.sbcIndustry.org, IC6 www.lccsafe.org 1 tenoth. Bracing Group Species and Grades: Group A: S PC uce-Pine-Fir Hen -Fir 1 / #2 Stnndnrd #2 Stud 3 Stud #3 Istandnrd Dou las Fir -Larch Southern Pines— 3 #3 Stud Stud Stnndnrd Standard Group B: Hen -Fir 1 11 Btr 1 Dou los Fir -Larch Southern Pinewrr 1i #1 2 1 1 #2 Ix4 Braces shall be SRB (Stress-Rateci Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Gabte Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing (5 psf TC Dead LoOd). Goble end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. K For (1) 'L' braces space nails at 2' o.c, In 18' end zones and 4' o.c. between zones. 3KFor (2) 'L' braces- space nails at 3' o.c. In 18" end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Goble Vertical Plate Sizes Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 Vertical Len th No S lice Less than 4' 0' 2X4 Greater than 4' 0', but less than 11' 6' MAX, TOT. LD. 60 PSF 17 inapiLI Kr„a, I NJ—hP,-'7n>z IMAX, SPACING 24,0' 06/ 16/2017 Commentary: Deflection and Camber Camber May be built into trusses to compensate L = Span of Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of toads. Providing camber has the ------------------------------------------------------------------------- following advantages) Recommended Truss Deflection Limits Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits Facilitates drainage to avoid ponding on flat or Live Load Total Load tow slope roofs, 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 ridelines at the transition from the gable to adjacent clear span trusses, Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Location, direction, and magnitude of alt loads attributable o poncling that may occur due to the design of the roof drainage system, The Building Designer shalt also specify Truss Type Recommended Camber any dead load, live toad, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low -slope roofs subject to ponding loads, Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses C0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0,25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for Limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using more stringent Limitations, VARNINFd.. READ AND Fn1AV ALL NOTES a THIS DRAVINCI IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLU ING THE INSTALLERS. REF DEFLEC/CAMB Trusses require extreme care In fabrlcating, handik)& shipping, instolling and bracing. Refer to a follow the latest edition of HCSI (BuNtlIng Component Safety Information, by TPI antl SBCA) for safe i y J O 708 1 . DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCS Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom or x DRWG DEFLCAMB1014 d O shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of shall have bracing Installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each fa of truss antl position ns shown above and on the Joint Details, unless noted otherwise. c A LIN N F Refer to drarings 160A-2 for standard plate positions. SAT i 't[4. 4 AN ITW COMPANY Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation f this drawing, any fQKure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation L bracing f trusses. L A7wA440 • f i V A, . I,..w'wf . 13723 Riverport Drive A seat on this drawing or cover page Usting this dra lrg, indicates acceptance of professional ergW~Ing responsibility solely for the design shown The sultabtity and use of this drawing w"' . •,`, NS,f1 /t Suite 200 for any structure is the responsibility :* sign retheBuRdigDesig per ANSI/TP1 1 Sec.? V I ta,pl i 17rV Maryland Heights, MO 63043seeFormoreInformationse this Job's general notes page and these web sites: ALPINE: www.alpineitw.comi TPI. www.tpinst.org; SBCA www.sbclndustry.orgi ICC: w.w.lccsafe.org 06/ 16/2017 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 7- 2 0 7 9 INc SANF RD Project Location Address 2850 Gipper Circle Sanford, FL 32773 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Glazed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) i6 /3 a Sliding MI Windows and Doors Sliding Glass Door FL# 15222 W Sectional Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll Up Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Casement June 2014 Double Hung Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Wind Breaker Dual Action Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-1115 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate June 2014 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-213 Off Ridge Vent FL# 16568-R1 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment 6. Skylights Skylights 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-115 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-117 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 2/15/2017 Florida Building Code Online f , t BCIS Home Log In user Registration Hot Topics Submit Surcharge stars & =acts b -._—N d r 4 j Product Approval USER: Public User P-odurt Awfol,21 M : ^r 'evbc?t cr, =ar'h > Auy,:fet;nn : _` > Application Detail FL A FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Publications FBe Staff BCIS Site Map Links Search Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.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 r Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. r Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I. S.2/NAFS 2002 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 httpsWwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9zlTp%2bKNJ20gENbwWgYl0naBQ%3d°/a3d 1/5 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 0 Page l/20 12 FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood ' 68 "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 II Inst 152.13.1.pdf 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 FL1S213 R2 AE Eval 15213. t.pdf 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 i FLIS213 R2 II Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I 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 productCreated by Independent Third Party: Yes particulars. i 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 (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 1S213 3 pdf 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 R 152t3 R2 AE Eval 15213.3.0df additional use limitations, installation instructions and product j 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 i utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use 'Installation Instructions Approved for use in HVHZ: No Fi ,15213 R2 II Inst 15213 1.pdf 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 I 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 g P g 9 g( Grain/Rustic/MahoganySeries utilizin Li Lite" Glazing Inswin /Outswin OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 L' Inst 15213.5.pdf https: fhvww.goridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZIQRC3FgPGdg9zlTp%2bKNJ2OgENbwWgY]OnaBQ%3d°/a3d 2/5 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. 152L3.6 f. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R.2 II Inst 152 L3.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any ' FL15213 R2 .AE Eval L5213.6.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1520.7 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 II Inst 15213.7,odf F 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 Eval 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 Lite" Glazing - inswing/Outswing (OXXO - Fiberglass Door A i Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Ins, 15213,8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i 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 AE Eval 15213.8.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 11 Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.pdf 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. 1.5213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use , Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 152 L3. 11.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 15213.11 for Design Pressure Ratings, any FLLS213 R2 AE Eval 1S213.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. https:ilwww-floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9ziTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 315 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213. 12.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 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 tI Inst 15213.13.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 15213.13 for Design Pressure Ratings, any FL15213 R2 .AE Eval 15213.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.14 n. Smooth/Wood Grain/White Wood 68 "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 II Inst 152.13.14.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 15213.14 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. T---------- -------..._—__._—_-- 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 Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.pdf 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 I Grain/Rustic/Mahogany Series N utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use — Installation Instructions Approved for use in HVHZ: No FL15213 R2 tI Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.16.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.L7 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 H 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 i5213.17.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. L8 _ r. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO: Fiberglass Door Configuration) Limits of Use i Installation Instructions https://www.ftoridabuilding.org(prfpr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRC3FgPGdg9ziTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 Ii Ins' 1,5213 L8 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 FL15213 R2 AE Eval 15213.13,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 FLIS213 R2 11 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 152L3.19.pdf 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 Ins, 15213.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213 20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page 0 Contact Us :: 2601 Blair Stone Road- Tallahassee FL 32399 ?hone: 850-487-1824 0 0 Page 1/ 2 41 42 The State of Florida is an AAjEEO employer. Copyright 2007.2013 State_ of Florida.: * Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request. do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 350.487.1395. '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: Credit Card Safe https://www.fioridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRC3FgPGdg9zlTp%2bKNJ2OgENbwVVgYlOnaBQ%3d%3d 515 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON-IMPAcr' GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition 2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. when used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud fromi g construction. anchoring of These units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET N DESCRIPTION I Typical elevation. design pressures. & general notes . 2 Door panel details 3 1lorizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring • 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 Bill of materials 6 components 37.5D" MAX, OVERALL FRAME WIDTH i a z Z 3 z 0 x r= U' U, x 55 x LU w p j O O P P SWING MAX. FRAME DIMENSION DESIGN PRESSURE (PSF) POSITIVE NEGATIVE INSWING 37.50" x 97.50" 75.0 75.0 OUTSWING 37.50" x 96.50" 75.0 75.0 NO z I /• -• J O tD P m U N o 9 U 0 egg im Z m U 0o= s 1w o J'`u N. T. SS VC. BY: JK uc er: _LFS II, NWNG NO.: FL— 75213.37 4EE7 1 Or 7 35.75" MAX. DOOR — PANEL WIDI I I I _ ti Zd a ry Fl Col DOOR PANEL INTERIOR EXTERIOR I HORIZONTAL CROSS SECTION 2 0. 4"I-- a- h 43 LATCH 8 Hmp.INGkSTILE CAP PVC Comp. PVC Co V.p UI. •) Z0:Z- V: O Z 0rw2 g Z oZ Em m o V` Ot G. r maa b 5 6 0i v yi wd Sav1III INTERIOR EXTERIOR W 3.66" I N1 w V) V) LATCH STILE 44 'Wl r u 7 v, KA h N 7 GA E: 05101 12 2 VERTICAL CROSS SECTION SCALE: N.T.S. 45 BOTTOM RAIL PVC Comp. 47 MI GE MILE 2 nWc. er. JK CHK. RY: I.FS LVL ORAWINGNO.: FL--15213. 37 THEE) 2 or 1-I /4"MIN. EMB. (IYP.) 611i1TWtUg1tl I I I II I INTERIOR EXTERIOR y7 U 3 HORIZONTAL CROSS SECTION, 3 Shownw/1Xsub-buck Rf O; J_U m 4f0,m om c NY_. A, jyy\ L T U N v 9 U o Z U mhgi09 C tZ9 - I. _ 1 _ D I 1-1/4-MIN. EMB. -- -- --- 1 EMB. (TYP.) C'SINK C'SINSINK TYP.) (TYP.) f n INTERIOR IN------- 7`7ti o I N ¢ 7 f 10 1 } W1E: 05101112 EXTERIOR EXTERIOR f saw_: N.T._S. _ J11 ` ---- - ao 27 nn uwc. e JK i HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION DUCK W.: 3 Outsw ng shown - inswing 3 Oulsvring shown - inswing FL-15213.37 aPProved also approved SMEET _. L of Z EXTERIOR /f" - INTERIOR 1 VERTICAL CROSS SECTION 7Outswing shown - inswingalsoapproved EXTERIOR INTERIOR VERTICAL CROSS SECTIONr34Outswingconliguralion mil' LU ' 4.t. EXTERIOR. - INTERIOR 2 VERTICAL CROSS SECTION Shown w/1 X sub -buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION 4'J Inswing conligurotion oYJ:= w wOId i Cn n 11111111 Ply o 9,020 a N 1 Zu vaaN 5a=0mda C LLC OC „Z N tl W SSY C 2 f: 25 O1 72 i 4E: N.T.S. Q. er; JK ii K. BY: LFS 3 ewu+c rN„ Ft.--1521.3.37 c EET 4 or 7 4` --1 1_— MASONRY OPENING 2X BUC BUCK ANCHORING CONCKEIE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min, edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimenston are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. . MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT MASONRY TO ADJACENT EDGEEDGE ANCHOR w x TAPC_ON 1/4" 1.1/4" 2" 4" ELCO ULTRACON ', 1/4" 1.1 /4" 1" — 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minirourn 5/9" edge distance, t end distance. & P' o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB MASOIS OPENtt 0 2X FRAME ANCHORING Masonry 2X buck construction I STRIKE JAMB aT of o O J=u n N•7 z 4',i0 }ran om Ir •. r6J: 3c n o n 0 U N •• V Z y` N Zp O ULomCW V d JEa d oa na Mck aMT y cc 6 E cc ow 8 a a U oNz0 RNm U to U g b r'. U kINGEDFiA1l W. d mM LATCH & DEADSOLT DETAIL rare. gy p 1 / 12 sLllI: N.I_5. OWC. ov, JK .._ cuH. BY: I..rS MAW ...0, rL-15213.37 SHEET ;J_ OF % 1, HINGE DETAIL LATCH d DEADBOLT DETAIL. CONCRETE ANCflOfrNQj*.'. I. Cancrafn onChW tocwiom of Ihtl Comers moY be adjusfea to maintain the n*. cogo distance 1. —1., joints. 2. Cancrule anchor focaYons nolea as "MAX. ON CENTER" must be odjusfed to mMntnin file min. edga dnfancc to mono, joints. a dditional..n.ref. anchors may be m..mr.d fa eruu,e In, "MAX. ON CENTER" dknension ore not exceeded. J. Conaefo anchor fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT TO MASONRY 10 ADJACENT EDGE ANCHOR ITW 1/ 4 I.1/4. TAPCON ELCO s 1/4" I.1/4` — 1' 4" ULTRACON ITW ® iAPCON S/ Ib` WOOD SCREW iNSIALLA11ON NOTES: MouUa! n o minfmurn 5/B"adge distance. I"erK1 Distance. d I"o.c. spacing of woad screw to prevent the Splitting of wood. HINGE JAMB MASONRY OPENING FRAM IX BUC FRAME ANCHORING Masonry I X buck construction to Z m Ol's0 z O N O 0 Z U E m . J atm a maa4 Va 6 E oz Ec ui Y I V c0 C 2 XV Cl Uq L- n SY Vt aloU a0 tl Q) N a at l, a Vp} an s 95 c 2 o STRIKE JAMB f N.T'.S. 1. BY: JK x. sr. Lrs A. 0 em FL- 15213.37 EE _ L or BILL OF MATERIALS REM DESCRIPTION MATERIAL A IX 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 ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4" X 2-3/4" PFH ITW CONCRETE SCREW STEEL G_ 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H I/4" x 3.1/4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 2_1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 010 X 2-1 /7' PFH WOOD SCREW_____ STEEL N9 X_2.1/4" PFH WOOD SCREW STEELM_ 7 WEATHER STRIPPING BY ENDURA (QEBD650) FOAM X 4" BUTT HINGE STEEL f9 X i PfH WWOOD SCREW STEEL 9 X 3/4"PFH WOOD SCREW STEELr4" KWIKSET KEYED ENTRY - SIGNATURE SERIES STEELKWIKSETDEADBOLT-SIGNATURESERIES 9801HEAD& SIDE JAMB STEEL POLY FIBER LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD _ ALUM. / WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOORSKIN(MIN.0.075"THICK) FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH & HINGE STILE CAP CELLULAR PVC 44 LATCH STILE LVL 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 HINGE STILE LVL 4. 56" —I 2. 44" - - — 21 HEAD d SIDE Poly fiber jamb 5. 63" LEI-- M 33 ADJUSTABLE INSWING THRESHOLD 31 OUTSWING BUMPT RESHOLD Y-•• z o w f-ice <0. 0 1 pf o rd ; 6 N .. 0O oci 9p0u a` ae V Cw O JQ AM N.T.S. M BY: JK IN. BY: LFS aYANG NO.: A— 15213.37 IEET 7 OF 7 2/1500,17 Florida Building Code Onlire l— ry W.,M7- 3CIS r1nme ' og In user Pegistra*.don Not Tooics submit Surenargc• Scars "?, i:..., Publications F3C staff 3eI5 Sire `^.au ! mks Search L11-*. d r Product Approval USER: Pvolic User o.;:,,. •.a^rm 31 '^?r: ,...,i,.. •:_ .. ...::-,: Application Detail t u*, FL FL15213 R2 s 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 15 rickw@raJbldgconsultants.com Authorized Signature Vivian Wright rickw@rnrrbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90043 440) 969-9773 Ext 13 scottjohnson@plasproinc.com Quality Assurance Representative Ron O'Connell Address/ Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@pias"tpro.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 Reoort - 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, 20IS Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence R % —= ;f INDEPENDEN E.Odf Reverenced Standard and Year (of Standard) Standard Year tot/1.S.2 1997 10L/I.S.2/N.AF S 2002 AAiMA/1NDMA/CSA 10 L/I. S.2/A440 2005 ASTM E1336 2002 ASTM EL996 2002 ASTM E330 2002 TAS 201, 202, 203 L994 hops::/,,vw,.v.1oridabuilding.org/pr/pr_app_dtl.aspx?param=,NGE\/XQwtDgv3yVVKJZI,QRC3FgPGdggzlTp`/2bKNJ2OgEMbwlt/gYlCnzBQ%3d4f`3d W 2`15/2017 Flor'da Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 0 Page i / 2 0 e") FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/whits 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 II Inst 15213.1.pdf 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=I_151i3 R2 AE Era! 15213.t.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes oarriculars. 15213.2 b. Smoothl'Plood Grain/White wood 6'3 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Nlahogany Series utilizing "Snap Frame" Glazing - Insuring/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15?i3 R2 iI Ins t 15?13.2.orr 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 FI_15213 R.2 AE Eva1 13213.2. df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 13213.3 c. Smoot.'VWood Grain/Vihite Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/RusticlNlahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door . Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: it to F! ' 5?' 3 R2 H tnst 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 =_15213 R2 AE E•/al 152' 3.3.--df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/'Mood Grain/White wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Nlahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No ='_15213 R2 H inst ' S213.4.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 -L152 i 3 R2 AE Eva! 152t3.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/white }Mood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Nlahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F; ? 311'3 R2 U Ins,. 15213.5.20f https:i/avw,,v.,Ioridabuilding.orgiprlor_app_-'tl.aspx?param=wGe/XQwtDgv3y`dVKJZ iQRC3FgPG:g9zlTo%2bKNJ20gENbw'iVgYlOnaBQ°/n3d°J 3d 2/5 Z`13/2017 Florida Building Code Online Approved for use outside HVHZ: Y-25 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 I.MST L5213.5 `or Design Pressure Ratings, any FL152i 3 P? _ _•ral 152L3.5.aif additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152L3.6 F. Smooth/Wood Grainj'Alhite 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 F1 1 5213 P.2 II Ins, L52L3.b.o_f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eial 1522.5.2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 7 g. Smooth/b'/ood 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 Ii 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 Eval 15213.7.odP additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 8 — h. Smooth/Wood Grain/White Wood 6'3 "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 FL 15213 R.2 U 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 15213.3 for Design Pressure Ratings, any L15213 R2 AE Evai 15?13.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213. 9 i. Smooth/Wood Grain/Yxlhite Wood 5'3 "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 FL152i3 R2 I Ins-, 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 F! 15)13 R? AE Evil 15213.9.0-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particular. 1S213. 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 7 15213 P2 I' Inst 15213.10.2dr 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 1 15213 R.2 A_ _val 15213A:,. d` 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 Fiberglas- 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 F-t5213 P2 H 1,1-,t 152' 3.1'..oef 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 I_132'3 P.2 AE =v3! 15Z13.11.._1f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particular. https: ir w,e,,v.9oridabuildirg.orgtpr/pr—app—dtl.aspx?param= wGEN/XQwtDgv3yVVKJZ 10RC3FgPGdggzlTp'!"2bKNJ2CgEiNbwVN/gYlOnaBQ%3d%3d 3/5 2/1 5/2017 Florida Building Code Online 15213.12 I. Smooth/flood Gain/Nhi.: Wood 6'3 "Non -Impact' Glazed Fiberglass Double Door ut:lizing Grain/Rustic/.Mahogany Series N Snao Frame" Glazing - 1r.swing/Outswing (YX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst ' S213. 12.odr 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. L2 for Design Pressure Ratings, any F_:S?13 R2 AE Ev=.I 15213. l2.c f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/Vihite Wood 6"8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/iiMahogany Series N Sidelites utilizing "Snap Frame" Glazing - Ins,wing/Outswing Fiberglass Door OXXO - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No F_15' 13 P.'- H Ins' 15213. L3.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 R.2 AE E/31 15213.13.pdf 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 FR_15213 R.2 11 Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure_ Ratings, any . FL15213 R2 AE Ev31 15213.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particular. 15213.15 o. Smooth/`Hood Grain/White Wood 6'3 "Non -Impact" Glazed Fiberglass Single Door with Sidellte 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 R.2 II Ins- L5213. 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.IS for Design Pressure Ratings, any F-13-M R2 AE Eval L5213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood ' 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series N utilizing "Up Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) _- Limits of Use Installation Instructions Approved for use in HVHZ: No P-13213 R2 I'_ Ins` ' S2' 3.l .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: Sae INST 15213.15 for Design Pressure Ratings, any P-15213 R2 AE _val 15213.15.•.^df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particular. 15213.17 q. Smooth/Wood Grain/White Wood 613 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing"Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No "' 15113 P2 II 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: Sze INST 15213.17 for Design Pressure_ Ratings, any =L15213 R2 AE Eval 15213.17.ccr additional use limitations, installation instructions and product Created by Independent Third Party: Yes particular;. 15213.13 r. Smcoth/YJood Gram/White `Hood 6'3 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/iNlahogany Series N Sidelites utilizing "Lip Lite" Glazing - Inswing/Outs-wing (OXXO Fiberglass Door - Configuration) -- Limits of Use Installation Instructions https:,'byevw.floridabui!ding.:Drg(pr/pr app_dtl.aspx?param=wGEVXQwtDgv3ykA KJZ!QRC3FgPGdg9z!Tp%2bKPIJ2DGENbwsA/gY!0naBQ%3d%3d =115 2/15/2017 Florida Building Ccde Online Approved for use in HVHZ: Flo =L' 51' 3 P2 I: Ln5_ ! 52 L 3.13.r,_ Approved for use outside HVHZ: Y:2; Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FIST 15213.18 for Design. Pressure Ratings, any F115213 P2 A= Ev9l 15213. L3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes oarticular5. L52L3.19 s. Srnooth/Wood Gram./+Plhite Wood 80 •'[moact" Opaque Fiberglass Single Door Grain/Rustic/ylahogany Series PI Insuring/Outsofing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No Fi 15213 R2 I: Ins' 15213. L9.-odf Approved for use outside HVHZ: Yes Varified 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 F1 15213 R2 AE Eval 152 L3.19.o& 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/`'Iahogany 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 ! 5') 3 R2 It Ins` 1321.3 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: INST 15213.20 for Design Pressure Ratings, any FI_15213 R.2 AE Eval 15213.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page ---------- d a'3 Page 1 / 2 !r I Contac- Us :: 0501 Blair Sono Bead T311ahassee Fl 32399'hdna: 350-437-132a The State of Florida is an AA/EEO emplmrrr. Coovright 7007-7013 State of=lond3.:: Privacy Statement :: ?ccescibilip, Statemr_nr :: Refund 5r3cament Under Flonda larr, email addresses are public records. If you de not Want your --,-mail address released in msponse to a public -records reque 54 do not send electronic mail to .his entity. Instead, contact the officee by phone or by traditional mail. it you have any 4 iestions, pleas? Contact 350.487• 139S. `Pursuant to Section itatuilm effective Octooer 1, ZOL2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if :hey have on The emaiis provided may be used for official communication with the licensee. However email aodresses are public record. If you do not :wish :o supply a oersonal address, please provide the'Department :vitit an -mail address Which Can be made available o the public. To *.letermine +f you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: x.? F' M Credii ( O- ill Safe https:!/,.vww.floridabuilding.org/pr,'pr—app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRC3FgPGdg9zlTp%2bKi\IJ2OGEi\ibwV`/gYlOnaEQ%3d%3d 5/5 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 This product has been evaluated and is in compliance with the 51h Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVH7). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1607.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET A DESCRIPTION I Typical elevations. design pressures, & general notes _ 2 Door panel details 3 Horizontal cross sections q vertical ti_onscrossse_c 5 Buck and frame anchoring - 2X buck masonry construction 6 Rame anchoring - I X buck masonry construction Bfli of materials. glazing detol!s & components 37.50" MAX.OVERALL _ IFRAMEWIDTH FULL LITE 37.50" MAX. OVERALL _ FRAME WIDTH 3/4 LITE z rrin rrss SWING OVERALL, FRAME DIMENSION OVERALL D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE_ NEGATIVE„ 37.50" FULL LITE 21.00" x 79.00" 47.0 47.0 INSWING x 3/4 LITE 21.00" x 63.00" 47.0 47.098.00" G1 37.50" FULL LITE 21.00" x 79.00" 47.0 47.0 OUTSWING x 3/4 LITE 21.00" x 63.00" 47.0 47.096.50" ALE; N.T.S. m. ar JK ay Lrs AMINO 140 FL-15213.27 IEET _L OF 7 35.75' MAX. DOOR PANEL WIDTH r21.00" MAX. n w nru 1 2 o XO O O ¢ XS O N ! O i l 40 DOOR PANELFulllife INTERIOR EXTERIOR HORIZONTAL CROSS SECTION 2 2.75' --- 35.75' MAX. _ 13 '( DOOR - PANEL WIDTH —r -- 21. 00" MAX. t D. L,O. WIDTH iOP RAIL 42 Cellular PVC 43 LATCH A HINGE Si1LE qq LATCH d HINGE Cellula PPVC Shle support 1. 59" - I 0.11in LJ 1_I IJ _."^ 80OM RAIL q_STfLE REINFORCfMEN_i, 45TTCellularPVCJJDOOR iANEL 40 3 q Lt® om 0 N o 4 Z Q 2 C m O N7 D maa` LL O E. oZ INTERIOR EXTERIOR 45 2 VERTICAL CROSS SECTION JK AM NO, FL- 75213.27 cci L or 7 1.1 /4- MIN. EMB. (TYP.) .- H X O i O 015, C'SINK TYP.) INTERIOR L EXTERIOR 3 O i HORIZONTAL CROSS SECTION- 3 Outswing shown - inswing also approved 1-1 he' MIN INTERIOR EXTERIOR j)Shown a HORIZONTAL CROSS SECTION 3 Shownw/1Xsub-buck INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 3 Outswiprshown oved -inswing also t7 eY U v *In p&';J_Zn e m 001 CD V 9 _ Z U 5.8 YYCC O 2 $ I, N S 6 v maam a S 3a o U U p W V1ah>- 0 m< q moa1. 1/4" MIN. a a EMB. ( TYP.) m ui f. N d i Q z j swc: N.T.S. ow0 or: JK d cliK, - LPS 3 h7. FL- 15215.21 c sl cr 3 or 7 a v B z . o CAY j _ oooo, 1 f, 8 20 d oo0 6 21 EXTERIOR INTERIOR EXTERIOR o INTERIOR 2 VERTICAL CROSS SECTION CVERTICAL CROSS SECTION 4 Shown w/IX sub -buck Ou.ingshown-inswing 1, approved EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICAL CROSS SECTION e{ ' Oulswing Configuration 4 VERTICAL CROSS SECTION Q Inswingconriguration CX V•• At d) W z° UN •; ppY v Z O Z Vm h g u a g d o n e 4 C o E c K, JLLW v, cc 7 z N 6 Vt V) J m W - C, 4 U it n o a a SC dE: N:1':5.. _ onc. ur; JK CIIK. OY_ LA'S ORM1NMO NO, FL-15213.27 SNEE7 4 OF 7 MASONRY OPENING 2X BUC BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the corners may be adjusted to maintain the ruin. edge distance to nwrtarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension we not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE.. ANCHOR Itw a 1/4" 1.1/4" 2" 4" iAPCON ELCO F 1 4" 1-1/4" - 1" 4" ULTRACON WUUUSURtW IMIALLAUUN NUICJ: 1. Maintain a minimum 618" edge distance. 1"end distance, & I"o.c. spacing of wood screws to ptevent the splitting of wood. MASONRY OPENING FRAM 2X BUC FRAME ANCHORING Masonry 2X buck construction o 0 Iv gy U n. N•;7 d Y Z 1i',CO m cm ray` rm ny••. J O b 0 o z° l a N 3 a z°4 Z°g cw9oLd d E oz Iu S JLL 0 da U isCL Mm4 N C a c] Z O HINGE DETAIL m0, Ul zzo 208 x STRIKE JAMB c w n aa T n 27L N iQF dL avc 02/16/12LATCH6DEADBOI.TDETAIL scorn.. N. T. S. OWC RI: JK CHK. er: LFS DRAWING NO.: FL- 1521,3.27 s+leer 5 or 7 wOA< z i\ a o ro fNlll IIt1 o n z TYP. HEAD 810 w oi MASONRY _1 JAMBS E m z m OPENING J n u.0t `on N; m a k T ate, z° xxxg ru a ao: ' J 2 HINGE DETAIL n i z0 x FRAME x mo 2 i ry vi 28 2 v g U N . O 1XBUCK a TYP. &SILL 4. LATCH,BDEADBOLTDETAIL V Ln w K p HINGE JAMB FRAME ANCHORING STRIKE JAMB F C(7NCRt?E ANChiOR NOTES: Moron 1 X buck eorufructionry 1. Con efe oncMX locofions of the comets maybe adjusted to mofn$oin the min. 5 edge dhi.1ce to morforjoints. p' n R z 2. Cor—re anchor locotions noted as "MAX. ON CENTER" musi bo adjustod to W yimaintainthemin. edge dMunce to mortorjoints, additionol concrete on -hoe may beraq,,ked to ensure the"MAX. ON CENTER" dimension(we not exceeded. Qp r 3. C—ete anchor tone: EL ANCHOR ANCHOR MIN. MIN. CLEA RANC'E MIN. O z U oNE: 02, 7 i2 SCALE: N.T.S. ° nab. By: JK m r.HK. BY: LFS B UitANrNC NO.: C WOODSCREWINSTALLAUON NO TES: FL-15213.27 1. Mon loin a ndrif"W", 516" edge distance, I"end distance, A I"o.c, spacing of SHEET 6 or % r' svapd tcrews to sxovtlnt the spNllinU of woad. CLEARANCE 512E EMBEDMENT i0 MASONRY TO ADJACENT_ TYPE EDGE ANCHORIiW iAPCON 2" 4" U ITRACONp ITw TAPCON 3/ 16" BILL OF MATERIALS ITEM 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 ELC_O OR ITW CONCRETE SCREW STL-EL 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE I1 X 2-3/4" PFH ITW CONCRETE SCREWkMASONRY3/I X 3-114" PFH ITW CONCRETE SCREW STEEL 1!d" x 3-1/4"PFH ITW CONCRETE SCREW1/4"X 2-1/4" PFH ITW CONCRETE SCREW STEEL-- 114" X 3-3/4" PFH ITW CONCRETE SCREW — STEEL 9 10 X 2-1 /2" PFH WOOD SCREW STEELL M 9 X 2-1/4" PFH WOOD SCREW STEEL— 7 FORCE 5 WEATHER STRIPPING BY ENDURA -- _ FOAM — II CMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL--_......._... O FOAM 9- STEEL 10 9 X 1" PFH WOOD SCREW —_— STEEL 11 I H9 X 3/A" F FH WOOD SCREW K_WI KSETKEYEDENTRY-SIGNATURESERIES— --—--- STEEL STEEI. 18 20 21 KWIKSET DEADBOLT SIGNATURE SERIES 780 FINGER JOINTED PINE FRAME, HEAD 8 HINGE JAMBS POLYFIBER JAMB STEEL COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLTPLATE STEEL 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM. / WOOD 32 VINYL DOOR BOTTOM SWEEP #3628 BY HOLM. IND. — M VINYL—__ 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA_ ALUM. / WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. 1 WOOD v38 GLAZING SPACER ^ ----- — ALUM. 39 SNAP IN LIT_E_FRAfv1E ABS _ 4C DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.086"THICK) FIBERGLASS TOP RAIL CELLULAR PVC42 43 LATCH & HINGE STILE EDGE CELLULAR PVC 44 CONTINUOUS LATCH & HINGE STILE REINFORCEMENT WOOD 45 BOTTOM RAIL CELLULAR. PVC__ 46 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 STILE REINFORCEMENT STEEL 48 REINFORCEMENT RETAINING SCREW NYLON 49 GLAZING COMPOUND — SILICONE N 20 HEAD d SIDE lonW r — -- 5.63' f- T1 ADJUSTABLE INS WING THRESHQLD d 2.44" -----I Y1 HEAD6_SIDE Poly fiber jamb I 34 ADJUSTABLE INSWING THRESHOLD 3I OUTSWING BUMP THRESHOLD U' a a {L Q-? G! o fffi1111\\ o n m Z U tv •• z° E co SGME: N.:r.S: DwG. IM JK Cw. BY: LF'S DRAW.G im.: FL- 7 521327 SHEET 7 or 7 Florida Building Code Online Page 1 of 3 BCIS Home Log In i User Registration Hot Topics Submit Surcharge !, Stats & Facts Publications FBC Staff j BCIS Site Map Links E Search !. bFlollda iambProductApprovalUSER: Public Userpr Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL16133-R1 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived a Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton, TX 75006 972) 242-5271 iparedes@miwd.com Quality Assurance Representative Ivan Paredes M.E. Address/Phone/Email 1001 W Crosby Rd Carrollton, TX 75006 972) 242-5271 iparedes@miwd.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE 0i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16133 R1 COI FLCOI.odf Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Year 2008 2005 2005 2005 http://www.floridabuilding.org/pr/pr app—dtl.aspx?param=wGEVXQwtDqvyf4ngAXhl OOb... 8/7/2017 Florida Building Code Online Page 2 of 3 Sections from the Code I 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 r,Yes ()No (_'N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of FL16133 RI CDC FL16133-COMP.pdf Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 FL # Model, Number or Name Description 16133.1 SERIES 620 ALUMINUM SGD OXO SERIES 620 ALUMINUM SGD OXO IMPACT I M PACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 RI II 08-00870B.pdf 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 RI AE 511417A.pdf Created by Independent Third Party: Yes 16133.2 SERIES 620 ALUMINUM SGD OXXO IMPACT SERIES 620 ALUMINUM SGD OXXO IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 II 08-01882.1)df 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.pdf Created by Independent Third Party: Yes 16133.3 SERIES 620 ALUMINUM SGD XX NON IMPACT SERIES 620 ALUMINUM SGD XX NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 II 08-01367B.pdf 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 511984A.pdf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes 16133.4 SERIES 620 ALUMINUM SGD XXO NON IMPACT SERIES 620 ALUMINUM SGD XXO NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL16133 R1 II 08-01880.pdf 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 512570.pdf 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 R1 II 08-01881FL.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 512571.pdf DESIGN PRESSURE RATINGS Created by Independent Third Party: Yes Back Next http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l OOb... 8/7/2017 Florida Building Code Online Page 3 of 3 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), 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: rMWWR9M Credit . • Safe securit}rmETRic http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l OOb... 8/7/2017 88 7/8" MAX. D.L.O. HEIGHT 192 9/16" MAX. O.A. FRAME WIDTH 42 1/4" MAX. 48" MAX. D.L.O. WIDTH r PANEL WIDTH j O X X 0 j SERIES 62016301640 ALUMINUM SLIDING GLASS DOOR EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 50PSF LARGE AND SMALL MISSILE IMPACT LEVEL D ZONE 3 93 5/8" I MAX. 96„ PANEL MAX. O.A. HEIGHT FRAME HEIGHT TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION, DESIGN PRESSURE CHART AND NOTES 2 ANCHORING LAYOUT AND NOTES 3 — 6 INSTALLATION DETAILS 7 INSTALLATION DETAILS AND GLAZING DETAILS REVISIONS I REV I DESCRIPTION I DATE I APPROVED NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD 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. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) FRAME MATERIAL: EXTRUDED ALUMINUM 6005—T5. 6) UNITS MUST BE GLAZED PER ASTM E1300-04. SEE SHEET 7 FOR APPROVED GLASS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8) APPROVED CONFIGURATIONS SERIES 620, 2—TRACK UNITS: XX, OX, XO, OXO, OXXO, XXXX, XP, PX, XIP, PIX, PIXXIP AND PXXP. 9) APPROVED CONFIGURATIONS SERIES 630, 3—TRACK UNITS: XIX, XIIP AND PIIX. 1C) APPROVED CONFIGURATIONS SERIES 640, 4—TRACK UNITS: XIIX, XIIIP AND PIIIX. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT ELEVATION & NOTES DWG NO, V.L. 1 08-01882 SCALE NTS DATE 12/20/2012 1 SHEET 1 OF 7 SIGNED: 1212012012 MVGENSF"9cP F_ 0 6r51 TATE OF rr_ to — REV i:' OR10P 10 20" INSTALLATION AN SEE NOTES THIS AND INSTALL DI 1 i" MAX. 16" MAX. O.C. MAX. 0 0 x 0- 0 4AX. O.C. HOR 0 Yo PAGE OD DO TION TAILS MAX. SERIES 62016301640 ALUMINUM SLIDING GLASS DOOR - IMPACT 4 PANEL UNIT SHOWN, ANCHOR LAYOUT IS APPLICABLE TO ALL APPROVED CONFIGURATIONS. SEE CHARTS BELOW FOR REQUIRED NUMBER OFANCHOR LOCATIONS. hor of an hnr I ncafinns -r oired for 2 Track units /2 anchor oar location) Frame Single Panel and 2 Panel Unit Width (in) Height 24.0 1 30.0 36.0 42.0 48.0 in) 48.0 60.0 72!= 5 96.0 HBS Jamb HBS Jamb HBS HBS Jamb 80.0 4 4 4 4 5 7 4 84.0 4 5 4 5 5 7 5 90.0 4 5 4 5 5 7 5 96.0 4 5 4 5 5 7 5 Numhar of a nchor locations required for 3 track units (2 anchors Der location) Frame Single Panel and 3 Panel Unit Width (in) 24.0 1 30.0 36.0 1 42.0 48.0 Height 72.0 90.0 108.0 126.0 144.0 n) HBS Jamb H&S Jamb HBS I Jamb I HBS Jamb HBS Jamb 80.0 5 4 6 4 7 4 9 4 10 4 84.0 5 5 6 5 7 5 9 5 10 5 90.0 5 5 6 5 7 5 9 5 10 5 96.0 5 5 6 5 7 5 9 5 10 5 N-her of anchor inra lions reauirad for 4 Track units (2 anchors Der location) Frame Single Panel and 4 Panel Unit Width (in) T4.0 30.0 36.0 42.0 48.0 Height 96.0 120.0 144.0 168.0 192.0 in) HBS Jamb HBS Jamb HBS Jamb HBS Jamb HBS Jamb 80.0 7 4 8 4 10 4 11 4 13 1 4 84.0 7 5 8 5 10 5 11 5 13 5 90.0 7 5 8 5 10 5 11 5 13 5 96.0 7 5 1 8 5 10 5 11 5 13 5 6 MAX. REVISIONS TYP. I REV DESCRIPTION DATE I APPROVED NOTES: 1) SHIM AS REQUIRED 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". 2) FOR ANCHORING INTO MASONRY USE 1/4" TAPCONS 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. 3) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HEAD, SILL AND JAMBS AND 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE FOR HOOK STRIP. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ANCHORING HOOK STRIP INSTALL (1) ANCHOR AT EACH ANCHOR LOCATION. 5) FOR ANCHORING 2, 3 AND 4 TRACK FRAMES INSTALL (2) ANCHORS AT EACH ANCHOR LOCATION IN HEAD, SILL AND JAMBS. 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) 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. WOOD - 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). MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT ANCHORING LAYOUT AND NOTES DWG NO. V.L. 1 08-01882 SCALE NTS IDATE 12/20/2012 1SPEEr2 OF 7 S R I L O G NScc9J1 0, 6 25 TAT REv 'PF•,<ORtOQ;•t' SAI Mi?G\ 2" MIN. SEPARATION 2 1/2" MIN. 2 1/2" MIN. EDGE DIST. EDGE DIST. MASONRY/CONCRETE BY OTHERS d a a 1 1/4" MIN. EMBEDMENT 1/4" 4 a rTAPCON APPROVED SEALANT BY OTHERS 1/4" MAX. SHIM IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED F] r_—, TAPCON 1 1/4" MIN EMBEDMENT MASONRY/CONCRETE BY OTHERS 2 1/2" MIN. EDGE DIST. a 0 2" MIN. SEPARATION a EXTERIOR INTERIOR 2 1/2" MIN. EDGE DIST. 1X BUCK BY OTHERS,- 1X BUCK TO BE PROPERLY SECURED 1/4 1/4„ TAPCONn"M TAPCON APPROVED SEALANTMASONRY/CONCRETEBYOTHERS BY OTHERS 1 1/4" MIN. EMBEDMENT 2 1/2" MIN.MIN. EDGE DIST.DIST. VERTICAL CROSS SECTION 2 TRACK FRAME INSTALLATION IX BUCK MASONRY/CONCRETE 1/4" MAX. SHIM 1/4" TAPCON REVISIONS DESCRIPTION INTERIOR 1/4„ TAPCON EXTERIOR APPROVED SEALANT BY OTHERS HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION 1X BUCK MASONRY/CONCRETE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS DRAWN: DWG NO. V.L. 08-01882 SCALE NTS DATE 12/20/2012 SHEET3 OF 7 DATE I APPROVED 0 AX/z o, 6?51*= TM O REV i'n••'°CpRtOP' \'\ 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 14 WOOD SCREW 1 5/8" MIN. EMBEDMENT APPROVED SEALANT BY OTHERS 1 /4 MAX. SHIM - 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM 14 WOOD 52F--7 S SCREW IA An EXTERIOR I t INTERIOR APPROVED SEALANT BY OTHERS 14 WOOD SCREW VERTICAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X BUCK/WOOD FRAMING WOOD W UCK/WOOD FRAMING rHERS, 2X BUCK TO ROPERLY SECURED MIN. RENT REVISIONS DESCRIPTION DATE I APPROVED L —, INTERIOR E 1,IWOOD SCREW r —, EXTERIOR APPROVED SEALANT 2X BUCK/WOOD FRAMING j BY OTHERS BY OTHERS, 2X BUCK TO BE PROPERLY SECURED HORIZONTAL CROSS SECTION 2 TRACK FRAME INSTALLATION 2X BUCK/WOOD FRAMING MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS DRAWN: DWG NO, V. L. 08-01882 SCALE NTS I DATE 12/20/2012 ISHEET4 OF 7 v` G ENdFgtp, TTATE QF OZORVOt- ss/ 0NAL REVISIONS 2 1/2" MIN. 3 3/4" MIN. MASONRY/CONCRETE REV DESCRIPTION DATE APPROVED EDGE DIST. t SEPARATION BY OTHERS d d d a 1 1/4" MIN. EMBEDMENT 4 a 1/4" MAX. SHIM 1 1/4" MIN. _...J 1 /4" MAX. 1 X BUCK BY OTHERS, APPROVED EMBEDMENT SHI 1X BUCK TO BE SEALANT PROPERLY SECURED INTERIOR BY OTHERS p 1X BUCK BY OTHERS, lX BUCK TO BE v 1/4" PROPERLY SECURED TAPCON 1/4" 1/4" TAPCON TAPCON Lim v 3 3/4" MIN. SEPARATION p 1/4" TAPCON I APPROVED SEALANT BY OTHERS I2 1/2" MIN EDGE DIST. EXTERIOR U 'J INTERIOR VERTICAL CROSS SECTION 3 TRACK/4 TRACK FRAME INSTALLATION 1X BUCK MASONRY/CONCRETE 3 TRACK SHOWN, 4 TRACK SIMILAR 2 1/2" MIN. EDGE DIST. Q I Y/CONCRETE RS MIN. RENT APPROVED SEALANT BY OTHERS MASONRY/CONCRETE BY OTHERS HORIZONTAL CROSS SECTION 3 TRACK/4 TRACK FRAME INSTALLATION 1X BUCK MASONRY/CONCRETE 3 TRACK SHOWN, 4 TRACK SIMILAR EXTERIOR MI WINDOWS oWEST MARAND TDOORS REET\`\J\`RIIL/O. tf GRANTZ, PA 17030-0370 v••+ENSt.gcn oS? 51A' SERIES620/630/640 ALUMINUM SGD IMPACT v*` INSTALLATION DETAILS CORID ` GN -1 DRAWN: DWG N0. REV OH SS2 ALj1;,` itSCALEDATEsOENTS12/20/2012 5 OF 7 REVISIONS REV DESCRIPTION DATE I APPROVED 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED 1 5/8" MIN. SEALANT EMBEDMENT BY OTHERS ` 1 5/8" MIN. 1/4" MAX. EMBEDMENT SHIM INTERIOR 1 /4" MAX. SHIM 14 WOOD 0 SCREW #14 WOOD #14 WOOD SCREW SCREW 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 14 WOOD SCREW APPROVED SEALANT BY OTHERS EXTERIOR fl-A a a INTERIOR VERTICAL CROSS SECTION 3 TRACK/4 TRACK FRAME INSTALLATION 2X BUCK/WOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR DID BUCK/WOOD FRAMING OTHERS, 2X BUCK TO PROPERLY SECURED MIN. LENT BY OTHERS HORIZONTAL CROSS SECTION 3 TRACK14 TRACK FRAME INSTALLATION 2X BUCK/WOOD FRAMING 3 TRACK SHOWN, 4 TRACK SIMILAR MI WINDOWS AND DOORS 650 WEST MARKET STREET GRANTZ, PA 17030-0370 SERIES 620/630/640 ALUMINUM SGD IMPACT INSTALLATION DETAILS DRAWN: DWC NO. V.L. 08-01882 SCALE NTS DATE 12/20/2012 1SHEET OF 7 EXTERIOR R I IC 0h1///!/ 0 51 ••*= TATE OF • REV ' FSSONAI IN\• REVISIONS I REV I DESCRIPTION I DATE I APPROVED 1 5/8" MIN. EDGE DIST. a a 1 1 /4" MIN. INTERIOR EMBEDMENT 1 1 /1 s" O.A. MASONRY/CONCRETE 3/16" ANN BY OTHERS 15/32" O.A. .100" SAFLEX HP 1X BUCK BY OTHERS, 3/16" ANN BY SOLUTIA 1X BUCK TO BE PROPERLY SECURED 3/16" ANN 5/32" TEMP 3/16" ANN 100" SAFLEX HP 1 /4 BY SOLUTIA EXTERIOR INTERIORTAPCON EXTERIOR EXTERIOR INTERIOR ALUMINUM HOOK STRIP INSTALLATION SPACER MASONRY/CONCRETE SYSTEM DOW 995 DOW 995 1 SILICONE SILICONE 5/8" BITE 5/8" BITE INTERIOR 1 3/8" MIN. EMBEDMENT EXTERIOR 14 WOOD SCREW HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING 0 Ey u u GLAZING TYPE A GLAZING TYPE B MI WINDOWS AND DOORS 51111111)T/ L't19ii 650 WEST MARKET STREET J\S R GRANTZ, PA 17030-0370 v••GENS;.S 0 151SERIES620/630/640 ALUMINUM SGD IMPACT o INSTALLATION DETAILS AND GLAZING DETAILS q1 • TAT OF5` ii'cZORMV. Y js10NAL1E\ DRAWN: DWG NO. REV 8SHE 8820ESCALENTSDATE12/20/20127 2/15/2017 Florida Building Code Online e-„ r X 7 er `` V P•Nls' %ems-is°t & w} 3i' . c^, u G ,r tx t rn ^^t BCIS Home Log In User Registration Hot Topics Submit. Surcharge Stats 3 Facts publications FBC Staff BCIS Site Map links Search I £ai;'s jlProduct Approval USER: Public Userd ' r mour, 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 brandon.gentle@amarr.com Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 336) 251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny Joyner Address/Phone/Email Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@amarr.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2015.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding,grgtpr/pr app dti.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 1/5 Fll6i 'fNiM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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);, Dwg. IRC-6016-140-24, 10' Thru 16' wide 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. Installation Instructions FL5302 R7 If IRC-6016-140-24 Dra,rrirg 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-140-24 Report 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 IT [RC-6016-145-24 dra,wir:o 7-10 sealed.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-145-24 report 7-10 sealed.pdf 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 171-5302 R7 11 IRC-6018-110-15 Drawinci 7-10 FL.pd Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302_ R7_ AE IRC_5018-110-15 Report 7-10 FL.odf Created by Independent Third Party: Yes 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC-6018-120-15, 162 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 II IRC-6018-120-15 Drawinq 7-10 FL.pd Verified By: TOM SHELMERDINE OG48579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 ,AE IRC-60LS-L20-15 Report 7-10 FL.pdf Created by Independent Third Party: Yes 5302.5 Stratford (M600); Heritage (M950); , Dwg. IRC-6009-110-11,Thru 9' wide. 1 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 If IRC-6009-110-11 Drawinq 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 7-10FL.pdf Created by Independent Third Party: Yes https:llvpvex.fRoridabuilding.orgtprlpr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 215 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 Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-100-11 dra^rilm 7-i0 sealed.adf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: + 15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. FL5302 R7 AE IRC-6009-100-IL report 7-10 sealed.ndf 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. 5302.7 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 a replacement door. Installation Instructions FL5302 P. 7 It IRC-6009-120-15 Drawinq 7-10 FL.od` Verified By: TON SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-120-15 Reoort 7-10 FL.gdI 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 26.7/-31.6 Other: Design Pressure +26.7/-31.6, 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-6009-1 30-15 Drawing 7-10 FL ndf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6009-130-15 Renort 7-10_=L,odf i Created by Independent Third Party: Yes 5302.9 Stratford (M600); Heritage (M950); '; Dwg, IRC-6009-140-15, Thru 9' wide, Oak Summit ( M650) t Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6009-140-15 Drawing 7-tO FL.odf 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. i FL5302 R7 AE IRC-6009-140-15 Reoort 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,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: + 35.6/-42.1 Other: Design Pressure +35.6/-42.1, 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 if [RC-6009-150-15_Draw—m-g 7-10 Fl .cdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F15302 R7 AE IRC 6009 150 15 Report 7-10 FL. odf Created by Independent Third Party: Yes 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. i Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 45.3/-51.2 Other: Design Pressure +45.3/-51.2, 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 FLS302 R7 I[ IRC-6009-169-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 . AE IRC-6009-159-15 Report 7-10 FL. odf Created by Independent Third Party: Yes 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit ( M650) i Limits of Use Approved for use in HVHZ: No Installation Instructions FL5302 R7 H rPC-6016-t00.-15 Dra^r:ing 7'-10 FL.odf https:;/www. floridabuilding_orgtpr/pr app_dti.aspx?param=wGEVXQwtDqunL7seVZNiFLLeOOysN2RYes%2bbXzb2L0Ig%3d 3/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17,2 Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Verified By: TOM SHELNIERD[N'c 0048579 Created by Independent Third Party: Yes Evaluation Reports 7-L5302 R7 AE IRC-6016-100-15 Report 7-10 FL.Ddf Created by Independent Third Party: Yes 5302.13 : Stratford (M600); Heritage (h1950); , Dwg. IRC-6016-110-15, 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: +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 II [RC-6016-110-1S Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC-6016-110-15 Report 7-t0 FL.od:` 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 i 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 a replacement door. Installation Instructions FL5302 R7 II IRC-6016-120-15 Drawinq 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F1_5302 R7 AE IRC-6016-120-15 Report 7-10 FL.Odf Created by Independent Third Party: Yes 5302.15 Stratford (M600); Heritage (M950); Dwg, IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC-6016-130-15 Dra,nring 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 p Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. FL5302 R7 AE IRC-6016-130-15 Report 7-10 FL,odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.16 w Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30,11-33.8, 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 II IRC-6016-140-17 Draviinq 7-10 FL.Ed_ Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 .4E IRC-6016-140-17 report 7-10 sealed.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487-2824 The State of Florida is an AA(EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467..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: Credit Card Safe https: I/www.noridabuilding.orglpr/pr app dtl,aspx?param=wGEVXQwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2L01g%3d 4/5 ADJUSTABLE ROLLER CARRIER AT TACMED V/ (2) 1/4' 1/2- A BELT L NUT PER BRACKET 16 W CALV. RESIDENTIAL •-` TOP R0. LIP BRACKET ATTACHED W/(3) 1/A' 1/4' HEX HEAD SCREWS PER MACKEY TYPICAL .TOP._ FIXTURES_, N.T.S. 1 SEE PAGE 2 FOR OP' GLAZED SEi STRUT AND STILE L TABLE 4 DN PAGE STILE PLACEMENTS IIGA. DURASAFE " 16 GA RESIDENTIAL CENTER HINGE ATTACHED TOP FIXTURE ATTACHED V/ V/ (4) 1/4' A 3/4' (3) 114' A 3/4' HEX HEAD SCREWS HEX HEAD SCREWS ,G TABSLIDF IRAC!(ET ATTACHED 2DOLT ANDNUTS3' MA, SiR) 1 ATTACHED W SKIN 1., NEK HEAD SCREWS AT .. EACH CENTER STILE TYPICAL DURASAFE •CENTER HINGE. (2 Iw/ N. i.S. 4y1 DTHROUGH) M STILE STIFFENERS (5) O"Au"S" HINGE HOLE(S) 1ION DAILY T)AHOLESTTACHMENTFOR STRUT C tt EGIUP T (IF STRUTiREDIURED) END THROWNN" EI TRACKS AT THIS LOCARON 1/4--20 TRACK SPLICE BOLTS 1 NUTS TO JAMB MTH (3) 5/16" DIA. . 1-5/8' 5/16' VA.. 1-5/8' LAC BOLT ATTACHED 10 MMD AT EA. JAMB BRACKET 12 CA OALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4'-20 TRACK SPLICE EKI & NUT OR (2) RVEM TARE[ 3J ON PAGE DCIJAMBBRACKETSPANG 3' w 20 GA STRUTS TRACK CONFIGURATION FOP. 6'6- UP TO 14' TALL DOORS 2) PER SECTION N.T.S. EXCLUBING TDP> TYPICAL STILE,_STIFFENER `% C III ONTOP SECTION N.T.S. EEC (TABLE t) ON PAGE 3 O1TOM BRACKET OE$D AEN D FOR STRUT SPACING ATTAMO W-0• MAK INSIDE ELEVATION vENTs PRvcpBvTBE TD RR k 62 ) Me FAR STT TAL N.T.S. 3' BOAiA STRUT CN1) OF EACH. ATTACHED V/ AIR FLOW EACH. 2) 1/4' X 314• \ I4 GA DLRASAFIE NfK HEAD $[REVS CND MILE RT CACHED AT END AND CENTER _ BOTTOM BRACKET VI I. 1/4• 3/4• STILES 14 GA. THICK ATTACHED Rp HEX HEAD SCREWS V/(3) 1/4• X 3/4• 3' 20W STRUTS B HEX HEAD SCREWS ATTACHED W/ 12) V11GA CIBtASAE WAD $$ A' 3HEX of ROLLER CARRIERS ATTACHED E SCREWS AT1/A• a II O TO C.. STILE V/ 121 . 3/4' EACH ENDSTILENEXHEADSCREWSPERCARRIERA• 27- 311. STEEL DR NYLON 2- 7-BALL STEEL OR NYLON 3/4 HEX HEM SCREWS O W/NLONTE BIAI ESEALfP SECTION A -A ( SIDE AEW1 N.T.S. O SHORT STEM ROLLERS SHORT STEM ROLLERS V/ 7/I6- RETAINFJt FOR v/ 7/16' RETAINER FOR wTb . OF OARAOE NON -THREADED SHAFTS NON_EA ED SHAr TS TYPICAL DURASAFE END HINGE N.T.S. (. r 1) 5/ 16- OIA.. 1-5/D- LAG BOLT ATTACHED TO JAL• AT EA. JAMB BRACKET 2 X 6 SYP OR SPF N0. 2 OR BETTER) 20 GA CENTER STILE ENGA. LE STEQ END STILE 7/16' 0' A BOLT RETAINER. 5/B'TRACK ( I) PER ROLLER BOLT AND NUT 2- GALY. STEEL TRACK RIVETS TRACK THICKNESS . 05I' TRACK MOUNTING DETAIL N.T.S TYPICAL BGTTOM„BRACKET% VY a'—I ON L6AOS LI_yTj LWVol NOTE 2 iV0 (2) ROWS Of THREE 0> I VENTS EQUALS 15 SO. INCHES OPTIONAL VENT DETAIL/ u. T.S.._._.. _..__I 1 y nNCA1roNs u0 NOns fP°M o°,°°" rs "" vT""Eo ro THE wlncu mAcx. THE METHOD OF TESTING WAS IN SUBSTANTIAL aw°ot TIKC LOAD TIIAHSWTERRCO TO P4: a[R CAL JA.- ME NOIEwAL JMIB OR > ESADER RE00)CS NO PORTXXI OF M LOAD CGJFORMANCE WITH THE PROCEDURE DESCRIBED IN ASiM TRANY-WRED maM ME DOOR. E330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE O1Iy. '^A-s, °Evc'" LOADS OF' DRAWINGS WERE CALCULATED USING ASCE 7-10 WTH THE s OaoPs .Ho H.ADA.Rr -1 se asTrAm. M.wOFA<I)wo FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE EN AMO RI51ALLf0 14TH STANCAR05 AS FORTH Br DASMA ZONE, ROOF AT ANY SLOPE)! AIR 4. DOOR SECDCNS SMALLBE25W. . (.MO') RO(LEO FORMED UPHT c ePOML w.un WIND SPEED MPH 155 141 134 128 1 122 5. SUPPORTING s"evc.aAL Et3MENTS SMALL BE RLSKAEQ BY A REOSTORD PR° rtSSRNAL MODICER TOR AND LOADS EXPOSURE LEVEL B C C D D wPO.— ON Des De—c w "YON, To DO" LOAD, — IL RE TO CARIES ON THE PADS 3 FOR ADDITIONAL DOOR WOTIK MEAN ROOF HEIGHT 1 30' 15' 25' 15' 1 25' AND TRH EsoN _ wPE1 OU t U'OA1( D gAieIG DeM 11/6/12 PoR MAX SIZE _ `""%1/1' 15LS.TjJAJ Uo 1E' WIDTH n„ GS i~• NLr/ •ram ca 14 HfIGHTT. "' viv-; e h' •• ;) w@" wDA:OT ro anoH wRAroNs E NO 0W5'7{,1 DESIGN LOADS N 21./- Y' za. 0 PSF s GF 'G, TEST LOADS H 32. 7 PSF r, r. y•. CLL 37.2 PSF K'G `bJIAV 7U'D.1 f)-:al y 23 1" F L a•% r m 2 165 CAPRIAG[ COURT v) NSTM-SALER. C. 27103 MODEL 0550. OAK SUMMIT w/DuraSafe MODEL #800 STRATFORD w/ DuraSefe. MODEL 0950 HERITAGE a/ DuraSafe Short, Long; Flush & Oak Summit Panel's liE .. BY BU BAR O(/1A.7b5 ORAEMG KRIES B DROEB BY A¢ oLR a/ spa IRC-6016-120-15 9fET I OF 3 3' BDGA. STRUT LOCATED IN THE MIDDLE DF GLAZCD SECTION ATTACHED W/(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILES IT 0 B 3. 20GA. STRUT LOCATED DN THE TOP AND BOITOM OF GLAZED SECTION ATTACHED WA E TN' X 3/4' HEX HER SCREWS AT END AND CENTER ISTILESOPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B 8 i B OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLAZING OPTION AYNIABI.E ONLT ON Won 15'e THROUGH 16' 0 "0E. DOORS LESS THAN WE MOE MUST USE SNORT PANEL 61AZNO OR CLOSED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE- 5 V RTI A_ AMR ATTACHMENT TO WOOD FRAM ciR i TI IRE 5/ 16' X 3' LAG SCRE VS STARTING 6' FROM ENDS THEN 24' O.C. 0 1/2' EMBEDMENT) P x 6y STICA1 JAMB ATT&QJMLN.L TO L0U PSLX0CRE.TJ- HILT) KWiK BOLT 3/B' X 4' STARTING 6' FROM ENDS THEN 24' O.C. Q I/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C, Q 1/4' EMBEDMENT) ITW/RAMSET REDHEAD (TRU-BOLT) 3/B' X 4' STARTING 6' FROM ENDS THEN 24' O.C. C2 1/2' EMBEDMENT) P X 6 V RTI 4 B ATTACHMENT TO KLLaO _2L9LDCK SIMPSON 1/ 4' X 3' T1TEN SEREVS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 16' O.C. (1 1/2' EMBEDMENT) HILTI 1/ 4' X 2-3/4' KVIK-CON 11` SCREWS STARTING 6' FROM ENDS, USE PAIRS [IF FASTENERS (3' APART) AT 16' OL. (1 1/4' EMBEDMENT) Zi t_ VERTjEPy, " qT TACHMENT T AtRTINGBLOCK O.C. 0 114' 2000 Pcl CRCUT> HILT] SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION WOOD JAMBS BY OTHERS WOOD CONCRETE HOLL.OV BLOCK GROUTED BLOLN I STRUCTURE STRUCTURE STRUCTURE STRUCTURE 7!2' MIN 2-3/d• MIN 1-1/2' IN - 4' 2x6 JAMB TYP. 3' MIN OPTIONAL SHORT PANEL INTERMEDIATE GLAZED. SECTION (STRUT AND STILE LAYOUT) 171 Z. i I T PANEL GLAZING FASTENER DETALI. LONG PANEL GLAZING FASTENER DETAIL T..._..._....-.___._ N. T. S. N.T. S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REOIDN GLAZING MEETS ASTM E1300-04 DearoF—. WINDOW FRAME OPTIONAL DecrO INSERTS WITH UV PROTECTION WITH UV PROTECTION MI,Y. 3/32- THICK SSS GLASS PLV OFSf TON Q REVISIONS DATE By A LPDAn BOTTDN BRA= 18CRNA110N 07/05/05 aA 3/4' PAN HEAD SC(EYS AM OAXSA0IT AND QA316 OPOCNS`597EFM —DU AT EACHSHOPPANELw+Il00M MANE 8 (.IM WE 6 A,(EACH Ln. PA:ai N.XiDaw mica MOLDED INSIDE FRAME KWND IAEU % NOTE 7 CI SECTION 0- 8 0 1110 SRQO Tel i 1RACN of"RONS a 712 ISA 1 "S NILQI NONStAING0 UIIB BRAOR75 IV6AZ RUI QAX SIZE susu d H DTH 1MOT14' HEIGHT DON NOWT HT —TATKNS s'I( DESIGN LOADS 21. 8PSFItA ;.1•-` 24.8 PSF TEST LOADS I- 32. 7 PSF 37.2 PSF LD T FL JL( jIss i 165 CARRIAGE COLRTYINSTRI- SALEM, N,L 91100 MODEL #660 OAK SUMMIT w/DureSate MODEL 0600 STRATFORD w/ DureSate MODEL /950 HERITAGE w/ DureSate. Short, Long, Flush h Oak Summit Panel's 91E DRAIN BY DU DAZE a/15/Ll Q!A'A016 NAIBA TRACK CONFICURATONS AVAILABLE N. T.B, 8 IRC-6016-120-15 CNEO(m BY M[ aAlE a/1sAw SHOT 2 OF 111", 7r31 DOCK STRff SPACM (BASED CN F>EOCIMMEINTD SECTKN f7aF1GlMTICN) TCP FE104 AP151 I C D E F G H I J K L M IN T 6 6' S VT 2517T 361/4' 431l7 541/4' 671f7 7 0' 5112' 251/7' 39114' 46 VT 63 1/4- 73112' 76- 5117 221P7 331W 40 V7 51 114" 581/2' 39 V4' 81" 8 D' 51,7 251/2' 36114" 431i2' 51 V4' 61 1/2' 72114' 851/2' 86, S Vr 25112' 391/4" 461/2' 6.DV4. 67117 78114' 91 1f2' gal 5 V2" 22112' 33 V4' 401/7 51 114' 58 VT 691/4' 76 VT 87114' 99' 96' 511T 251/T 36114" 43112' 54 V'4" 611/2' 72 T/4' 79 V2' 114' 103112TO 0' 51/7 251r7' 39114" 4611T W114" 671/2' 781/4"165 V7 96l/-V 1091/2' 106' 51Z 181/4" 25112' 39114" 461r2' 60114' 67117 81 1f4" 8B Vr 1021AV 1161/2' rl' O' 51Z 181(4. 251/T 35 V4" 431/7 54 114' 61 1/2' 721/4- 791/2 9D 1/4" 97112 1081/4" 121 VT 11' 6' 5lZ 181/4" 25lrr 39 lit 46117 61114' 671/T 78114' 851/7' 961/4" 103117 114114 127117 17T SV7' 18114' 25117 391i4" 46- 601/4' 67VT 811/4" 88W 102114' 109IQ' 120114' 1331/7 12T 13 Or 5112' 5 V7 181/ 4' 181/ 4- 25117 25 11T 36 VT 39 11r 43 VT 46117 54 114' 60 V4' 61 117- 67 i! 7' 72114" 78174" 7)1r1' 8517T 90114" 96 114' 97 V2' 103 V2" 106 i14" t t41i4' 115 l/2' 121 lrT t261 44' 132 114' 1391f2' 14 1112' 13 6' 5112' 18114' 25117 39114' 46 VT 60 114' 67 1,2' 61 1W 88117 102 Ve 109 VT 120114' 177 1/7 138114' 151 l/2' 14'0" 512" 18114' 25 VT 3914" 46117 601/4" 671,7 81 V4" W117 102 V4" 109 VT 123 V4" 13)t?7 144 114- 157 V1 TABLE 2 TABLE 3 DOOR TRACK ATTACHMENT ISPLtCr HEIGHT A I B I C IDI E F G H S 6' 6" 10" 21" 38" 58' 70" 7' t0" 21" 38" 58' 76" T 6" 10" 18" 36" 54' 72" 82' 8' t0' T 7 33" 57" 75' 88" 8' 6" 10" 21" 42" 63" 81" 94' 9' 10" 16" 36" 54" 72" 90" 100" 9'6" 10" 21" 75" 93" 106" 10' 10" 21" 81' 99" 112" 19 6' 10" 21" 84' 105" 118" 11' 10" 21" 75" 93" 111' 124" 11- 6" 10" 21" 81" 99" 117" 130" 12 10" 21" J42"63' 84' 105" 123" 139' 12'6' 10" 21" 75 93" itV 129" 142' 13' 10' 21" 81" 99' 117" 135" 148"13' 6" 10' 21" 84' 105" 123" 141" 154" 84" 105" 126" 147" 160" IMTH SYi oA S fMo"i OR•BfTTEFYO!lLv.4V eu MEMO MEM momm 1• F 7tujlm ry LM= LFi r1 Es7 r ml®' wm 4ES i111CSYILd1lYfLl'd• 311Eisk! m® pm_mm EMMMMON GwIlm MON f® 1Em( 7 mmumom OEM= e 9"M nw S-Co n• , 11. c. ni D. YJIdTh IPanc`TYW IPus nrwA]-NY 11.sItt3CWTIDNOF BE IM DATE BT P ATED 001I00 & WET lF01MBOB 01/OS/05 DU MW OWSUB101 AND ( AM OP11016 E UPDAIFD O , CPACHe,.,.. — •"".,._,. 11,%/12 B1F MAX SIZE ° 4•+ Bt)10 C. tf CAE 16, a1DTH n' h F ! 14' HEIGHT pp r uuitAMlr: s E ,.Y"3 ' r " g DESIGN LOADS ma S^,^ - / :-Z E a21.8 PSF i:l v 24.8 PSF II 37:2 PSF g d TEST LOADS ,R 32.7 PSF y;2 E Ay%./ 1' J1 V FL 1 161 WRIAGE Ct1URT VI•STUN-6AL6M, B.C. 2010! _J MODEL A850 OAK SUMMIT w/DuraSsfe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short. Long. Flush k Oak Summit Panel's al WVN BY DU MiE. 04/15/03 pU1VX0 MAW B cKouet AAE WE 04/15/03 IRC-6016-120-15 M 3 or 3 2/15/2017 Florida Building Code Online r'i ''` "t'E;r '`,..a r r co- >„; i- a„$ yf a. ., a s s` 'T s _ ..f, w..-.,. t5.;na`.,.`w,<u,"u,?"ra:....c:f BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 3 Pacts Publications F8C Staff BCiS Site Map Links Search Product Approval t t USER: Public Userd, b' pry .nor eal :-u > h. :^r Axdi 3_Er ^ > t• > Application Detail FL # FL19715-RO Application Type New Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Silverline Building Products Corp One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com on Berrian onberrian@slbp.com Windows 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/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https:/twwW.floridabuilding.orgtpr/pr app gti.aspx-/Karam=wGEVXQwtDgtvA%2bxmzklhGufBV5nRNMfoPly6gPoEN%2be8TXyGDYCiAw%3d%3d 1/2 2/15/2017 Date Revised Florida Building Code Online 02/14/2017 Summary of Products FL # Model, Number or Name 19715.1 Series 2900/4900 Single Hung Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Description Extruded Vinyl Single Hung Window Certification Agency Certificate FL19715 RO C CAC CCL Listing for 2900 -londa Ratings 5- 13-L6.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO IT S+ND002 SS 2016-06-22 odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FI.197t5 P.O AE PER3947 SS 2016-02-12.adf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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: Ed Credit Card Safe https://www.floridabuildiiig.orglprlpr app dtl.aspx?param=wGEVXQwtDgtvA°lo2bxmzklhGuBV5nRNMfoPly6gPoEN%2be8TXyGDYCjAw%o3d%3d 2/2 INSTALLATION NOTES: 1. UNF 11) LNSTAI3.AT ION ANCHOR IS REOUIRF.D AT EACH ANCHOR LOCATION SHOWN. T THE NUMBER OF INSIALLAI ION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INS] ALLAHON OF THE MAXIMUM SIZE LIS'IEU, 3- INSTAL LINDIVIDUALINSIAI.CATION ANCHORS WITHIN A l01.ERANCE OF 11/2 INCH THE DEPICTED LOCATION & SPACING IN [III, ANCHOR LAYOUT DETAILS O.'c., WITHOUT CONSIDERATION OF TOLE RANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4_ SHIM AS REUUIREU AT EACH INSI ALLAI'ION ANCHOR WITH LOAD BEARING SHIM(ST. MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH, SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS, SHIMLS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5, FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE. 49 WOOD SCREWS OR 11. GALJCE. ROOnNG NAILS OR IOd COMMON NAII.S OF SUFFICIENT LENGTH TO ACHIEVE 1-1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, INSIALLAHON SHALL MAINTAIN MIN. 3/W EUGE DISTANCE. 6. FIN INSTALLATION: FOR INS IALLATION INTO METAL STUD LISE 08 S£lF-TAPPING SCREW+S, OF SUFFICIE N I' LfNGi H 1'O ACHIEVE A MINIMUM OE 3 THR AD PE'N TRAIT N BEYOND METAI WALL, INSTALLATION SHALL MAINTAIN IN. 3/8" EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE u10 WOOD SCREVdS OF SUPr[CIENT LENGTH TO ACHIEVE 1-1/21NCII MINIMUM EMBEDMENT INTO WOOD SUBSTRATE- 8- THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONGRETEIMASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16INCH DIAMETER ! TW TAPCONS OF SUFFICIENT LENGTH 10 ACHIEVE 1.114 INCH MINIMUM EMBEDMENT. INSTALLATION SHAI.1. MAINTAIN MIN, 1 3/4" EDGE DISTANCE. 9, THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE RIO SELF TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND ME JAL WALL. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES, INCLUDING HID NOT HMH ED 10 STUCCO. FOAM, BRICK VENEER, AND SIDING. IT- INSTALLATION ANCHORS AND A5SOCIATEO HARDWARE MUST BE MADE OF CORROSION RESISTANT MAI EHIAI. OR HAVE A CORROSION RESISTANT COATING, 12. FOR HOLLOW BLOCK AND GROU I' FILLED BLOCK, DO NOT INSTAL[. INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE FOGE OF RL.00K OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSIALLAI ION ANCHORS SHALL, BE INSTALLED IN ACCORDANCE WIT IT ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSI'R.AI ES WITH STRENGTHS LESS THAN 'I HE MINIMUM ST RE:NGI-H SPECIHED IIY I' HE ANCHOR MANUFAC1 URER. 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCT'S HEREIN ARE BASED ON St J BST RATE MA'I TRIALS WITH T HE FOLLOWING PROPERTIES: A. WOOD- MINIMUMSPECHICGRAVIIYOFO.SS. 8, CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILLEDCMU-UNITSTRENGTIICONF-OR.MSTOASTMC90WIl'H MINIMUM COMPRESSIVE STRF:NGI'14 OF ARR) PSI AND GROUT CONFORMS TO As, C 476, MINIMUM GROUT' COMPRESSIVE SIRENGI H OF 2000 PSI. D. HOL. LOW BLOCK CMU- UNIT STRENGTH CONFORMS TO ASTM C90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. SIEEL-MINIMLJMYIELDSTRENGTHO933KSI. MINIMUM WALL THICKNESS OF 47,8 MIL (0.0478" or 18 GAUGE). MIN, 112" EDGE DISTANCE. F. AIIIMIttlUM-MINIMUMAI.LOYU0G3,TS.MiNIMLJMWAI.I.TiIICKNESSOF l 06". MIN. I/2." t!DGE DISTANCE. SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) 6ENEAAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STU EDITION 2014) FLORIDA BUILDING CODE (EEC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AANIA/ WDMA/CSA101/1.5,2/A440.()8/lI 2. ADEQUACY OF I'HE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X FRAMING, AND METAI. FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WHHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS 1HE. RESPONSIBILITY OF I'HE ENGINEER OR ARCHI IECT OF RECORD FOR THE PROJECT OF INSIALLAI ION. 3. IX AND 2X BUCKS (WHEN USED) St IALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUCK INSTALLATION, B. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL. CONDITIONS FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM-1 HE REQUIREMENTS DETAILED HEREIN, 41. ICE NSE.I) FN GINEER OR ARCH IECT SHAIJ. PREPARE SH'E SPECIFIC UOCUMENI5 FOR USE WI I H THIS OOCU MEN IN NON -HVIQ ARE AS. HVIT'Z AREAS, ONE IME PRODUCT APPROVAL I08F OB'I AINF.DFROM MIAMI-DADE RE OR Atli, S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODU CI IN AREAS LEGO I111NG IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7, IN ACCORDANCE WITH THE SIFT EDITION LAC, WOOL) COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIESAS DEFINED IN CHA PIE IT 23. 8, GLASS MEET5 THE R I,QUI REM E NI OF AST E 1300 GLASS CHARTS. SEE SHEET G FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION i INSTALLATION 4 GENERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL 4 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL HORIZONTAL SECTIONS(THROU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 4 GLAZING DETAIL MAX OVERALL SIZE CONFIG. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 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" 77" O/ X 35 / .35 P5F NON IMPACT 44" 62` O/ X 50/-50 PSF NON IMPACT 48" 72" O.' X 35 / -35 PSF NOW IMPACT 48" 84" O/ X 20 / .20 PSF NON IMPACT 52" 72" O/ X 25 / -25 PSF NON IMPACT 36" 83.75' O/X (ORIEL) 35 / 35 PSF NON IMPACT' 48" 96, DIX ( ORIEL) 20 / -20 FSF NON IMPACT 72" 62" O/ X-O/X 35 / -35 PSF NON IMPACT 72" 84" O/ X-O/X 35 / -35 PSF NON IMPACT 76, 52" O/ X-0/X 50 / .50 PSF NON IMPACT 76" 72" O/ X.O/X 50 / -50 PSF NON IMPACT 76" 1 77" O/X-O/X 25 / -25 PSF NON IMPACT ED, 74" O/ X-O/X 35 / -35 P5F NON IMPACT 96" 74" O/ X -O/X 30/-30 PSF NON IMPACT 108" 62" O/ X-O/X-O/X 50/.50 PSF NON IMPACT 108" 72" O/ X-O/X-O/X 50 / -50 PSF NON IMPACT 108" 84' O/ X-O/X-O/X 25 / .25 PSF NON IMPACT Si erhne hvAndersen Oh'E TI. VERI. [:'E IIR:YE wunl RRUNSrnc< Ha oewz 5 HMO v O v gobs 0 OHO y! ry 3 Z Iwa 7 w N w ¢ T Vwiww m a2-< Z W m O Z T j W a w CT m F p« m CL CL LL[ U L E- a 11 ii 1- i lL m' 1 2 , Vl 1 p3 U Zn Digitally signed by Hermes F Norero, P.E. S W O00 2 Reason: I am approving this document FL#: FL19715 SHEET: Date: 2016.02. 03 09:40:44-05'00' 1 OF 6 MAX. FRAME MAX. FRAME Silver Line WIDTH 48" — WIDTH 48" I^AndeTsen 8 E 8 E 4 4 4 5 wuaow<.oaoa E 5I040LINE MIME. NtJN TH Aa(IN:iv.'ICK NJ Od•i(1J PVI j)hi1035HFN] F F c c g 3 -I Z m p8k30ova x MAX, D HEIG MAX. . u', w FZ-+ m HEIG N Z w m N QUALIFIED CONFIGURATIONS w ARCH 70P CONFIGURATIONS FOR ALL 2901-4901 ~ v) W m a pRATINGS, SINGLE UNIT CONFIGURATIONS r Ix wF- A D A D m ELEVATION ELEVATION J SINGLE HUNG WINDOW Z SINGLE HUNG ORIEL WINDOW O H Z H H MAX. FRAME L LJ MAX. FRAME U WIDTH 96" WIDTH 108" w w 5 QUALIFIED CONFIGURATIONS 4 5 ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNIT CONFIGURATIONS 5 F_ PCrD MAX. FRAME .. HET611T 74" •hl.1- MAX, FRAME y• l/r.. t` vYi PR X. „X. .X. HEIGHT 84" * III LU A D N R 3 Y v Z M1 5 A D D o U. «) ELEVATION 4 5 ELEVATION DWG `#:, t TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW S Y\/ DOO J SHEET: 2 OF 6 F„ 5 A FRAME H 7 96" X" 7 5 4 FRAME HT 96" X" 2" MAX. 11" MAX. FROM II-- O.C, CORNF,RS I 2" MAX. 1 FROM 4 1/2" MAX. ICORNERSI Imo_ I O.C. il" MAX, O.G. 41/2" MAX.J O.C. 2" MAX. FROM CORNERS 1.115 A N-5r."E 1" MAX. / FROMI-- 41/2"MAX. Ra A-1i,-L,cAa..,,EAo..InMa., III CORNERS O.L. ANCHOR LAYOUT ANCHOR LAYOUT NAIL NAIL FIN - TWIN SINGLE HUNG WINDOWFIN - SINGLE HUNG WINDOW 6" MAX. FROM --I I I 20"1 CORNERS O.0 b" MAX. FROM I (— CORNERS 20" MAX. O.C. 6" MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 1 16 1/2" MAX. O.C. 6" MAX. FROM 1 CORNERS 1" MAX. FROM II — CORNERS 6" MA. O.C. 1" MAX. 1 FROM —I CORNERS 6" MAX. FROM I-- 12 3/4" MAX. CORNERS 1 16 I/2" MAX. O 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 I 6" MAX. O.C. I I 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 12" MAX. O.C. j Silver Line 1 1riy flC E!tSGtl I»x xoaw.x •an as IMF "I (RUNE 5Ri4F NORTH Li I:R4Q] 9PLtY5WICx. li m m aZ- P w j o Q m x u 2 T H mIT, Z W m n 2 H1- z d N Tm v ! O H Z V U Lij 1 n a9 A191 W ti m N m h I Ul ANCHOR STRAP P/N 50-2995-2 c, a o v v.Z SEE SHEET 5 FOR DETAILS DW6 #: ANCHOR LAYOUT 5W0002 THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS 2X WOOD BACK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY TMETOTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT HEIGHT EXTERIOR SEE GLAZING DETAIL, 51 IEET 6 1 1/2" MIN, EMBEDMENT 1 1 INTERIOR B1 VERTICAL SECTION a / HEAD - 2X WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 O.A. UNIT HEIGHT PERIMETER SEALANT - BY OTHERS EXTERIOR FINISH BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR - CONNECTION DETAILS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS INTERIOR 3/8" MIN. EDGE DIST, MIN. 3/8" EDGE DISTANCE 1/4" MAX."— 1/4" MAX, SHIM SPACE - SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE GLAZING PENETRATION BEYOND DETAIL SHEET 6 METAL STRUCTURE 8 GR, 5 SELF -TAPPING SCREW INTERIOR INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 o- EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION I ( JAMB - METAL STUD 1/4" MAX. NAIL FIN e SHIM SPACE A) VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN 3/8" MIN. EDGE DIST. a CONCRETE/ MASONRY BY OTHERS 1 1/2" MIN. EMBEDMENT SilverLine IwA I/Itrsell Op WR•p6 pPK 01JE I.LY-ALINE Ml]v lx PrH PPUNW:CR, lJJ 9tl ip: N: (]9214 9ItNA vm Zm Lj v p Z o lZ-, z 00 1D2 w j b v Z m Q aeS < j; oaw N W V m H Z a a z w w Iwo -T W N a p m dW afx F- F- ,'• T.... -T W c0 to In J o 3 _ vZ.. C3 d v N DWG #: SWD002 SHEET: 4 OF 6 10 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS ' _ CAULK BETWEEN - ° CONCRETE/MASONRY BY OTHERS . - .... . EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS / O,A. EXTERIOR / UNIT \ HEIGHTSEE J AZING DETAIL, SHEET 6 J 3/4" MIN EDGE DISTANCE 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. 112" EDGE DISTANCE 1 112" MIN. DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4" MAX o # JO GR. 5 SELF -TAPPING SCREW SHIM SPACE INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, INTERIOR SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS VERTICAL SECTION HEAD - 2X WOOD BUCK THROUGHFRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR ANCHOR STRAP, AT TWIN d TRIPLE CONFIG. ONLY, SEE PLAN VIEW ANCHOR STRAP UNIT P/N 50-2995-2)' DETAIL AT HEIGHT ' RIGHT FOR INSTALL. REQ. 1/4" MAX. 1 PERIMETER SEALANT_ SHIM SPAC BY OTHERSIIII EXTERIOR FINISH 1 I/4"MIN. BY OTHERS F EMBEDMENT PRECAST SILL e BY OTHERS 3116" ITW TAPCON 4 e a' INSTALLATION ANCHOR I'3/4,'_ MIN EDGE DISTANCE p VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME E O.A. UNIT WIDTH HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE #14 DIA. 4.0000 1.--4.0000- I 2.0000-I-2.0000 - 0.0620- - 0.5000(2) 2. t 0.7500(2)—3.0000(2)— 6.0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50- 2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A, FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16" ITW TAPCONS PER STRAP, MIN. 1-1/4" EMBEDMENT, MIN. 1-3/4" EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, GR, 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4" EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. 1- 112" EMBEDMENT; MIN. 1" EDGE DISTANCE. SilverLine 1'1'nl iOQl sell nawn.n CNE':II,VI.PLINE' W*I`!l NQi111 K4UNSWiCR tvJ OA WY, I'K1t/521 •i5-tCe00 v 0.3 HM O z h F ovp. Z H 3 n Z a 00 w j a u Z m Q u Z w m Lu Z n Lu v Lu a N W '• ° ,n m to oo 3, v I In QZ o DWG #: S f Y O002 SHEET: 5 OF 6 EXTERIOR t'Gl VERTICAL SECTION MEETING STILE INTERIOR WF SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. rH HORIZONTAL SECTION 6j INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING I5 REQUIRED FOR THE FOLLOWING SIZE/RATING5. 48 X 72. (OIX), DESIGN PRESSURE +/- 35 PSF 36 X 84, (O/X), DESIGN PRESSURE +/- 35 PSF 38 X 74, (O/X). DESIGN PRESSURE +1- 50 PSF 38 X 77. (O/X). DESIGN PRESSURE +/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE +/- 50 PSF 108 X 62, (O/X-O/X-O/X). DESIGN PRESSURE ./-50 PSF 108 X 72. (O/X-O/X-OIX), DESIGN PRESSURE •/-50 P5F t E: - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING 5IZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62. (OIX-O/X), DESIGN PRESSURE +/- 35 P5F NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. I ( 5/8" O.A. I.G. GLA55 EXTERIOR / \ INTERIOR MIN.GLASS 1 D 0 BITE 1/2" T 1/8" 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 I5 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 1 1/4" MIN. - EMBEDMENT 2" MIN. EDGE DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/2" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL SilverLine b An(k,.i5h11 ONF 5110. INF. MWE NUF*1-I Pp INS:Vfi:R. N: Q9J0) a Z m ZD N3w W Z N tl in W x J z Z N W ZIP S Cf J Hm ^ u N 2 Luw m 13 N H W a Qa T li.l 6 3 iZORv DWG #: SWD002 SHEET: 6 OF 6 2/15/2017 Florida Building Code Online pi's X 1 eFvu"n. `Saf ia.van. S,.i>'P':ziNaz4,XMh``f"°' v3wwn..+LM:'w'w,...rt%uwa+l5.ue4.rrix..e1. sw 3xtw• mvS.,w:t,.,Wa t:4 di3 T ;u' f s BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search C; 1,1I'Product ApprovalbUSER: Public User Pr duct Approval Meru > r.,.. ,; .t,:-a;n S arc ! as > 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 lonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Emai I 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. r' Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I. S. 2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D63S 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 httpsil/www.floridabuitding.orgiprfpr_app_dtl.aspx?param=wGEVXOwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%n2bl%2fkKOkbg8iy9GAA%3d%3d 1/5 2/15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL14918 R3 Eouiv FL L4913 R3 Equiv of Standards.odf Method 1 Option D 04/15/2015 04/20/2015 04/22/2015 06/23/2015 AFL # Model, Number or Name i Description 14918.1 a. Model 4100 / 9100 ; Extruded PVC Picture Window a s Page l/ 2 42 0 Limits of Use ! Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14913.1.pdf 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 11 Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14913 R3 AE Eval 14918.1.odf Building Products, Corporation (See 14918A - 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 FL14913 R3 II Inst 149t8.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes 1 I Design Pressure: N/A ! Evaluation Reports j Other: See INST 14918.2 for Design. Pressure Ratings, any FL14918 R3 AE Eval 14913.2.adf I 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 StopperTM^" f Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst l491$.3-pdf 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,pdf additional use limitations, installation instructions and product i 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.pdf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No f Created by Independent Third Party: Yes Design Pressure: N/A { Evaluation Reports Other: This Product is No Longer Offered by Silverline { Fl- 4918 R3 AE Eval 14913 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 i 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.5.pdf https:/lwww.floridabuilding.orgfpr/pr_app dtl.aspx?param=wGEVXQwtDquZRj59%o2fRrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 2/5 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product !: Created by Independent Third Party: Yes particulars. 14918.6 F. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.6.pdf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14913.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 4952453 / 4943 4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No 1`1-14918 R3 II Inst 14918, 7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j 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 j Created by Independent Third Party: Yes particulars. 1 j 14913.8 ! h. Series 2900/4900 Model 2941- '. Extruded PVC Picture Window i 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.8.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 14918.8 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. i 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions i Approved for use in HVHZ: No FL14913 R3 fI Inst 14918.9.pdf j 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 FL14913 R3 .AE Eval 14918.9.pdf additional use limitations, installation instructions and product ! Created by Independent Third Party: Yes particulars. 14918.10 j. Series 2700 Model 2780 l Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14913 R3 II Insr 14918 10 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 14918.10 for Design Pressure Ratings, any [ FL14918 R3 AE Eval 149L8,10,pdf 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 FL1491:3 R3 II Inst 14918.1l.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 j FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 11. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use i 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 https:lf,vww.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDquZRj59°lo2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FLt4918 R3 AE Eva[ 1.4918.12.odf particulars, Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 149.18.13.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 I Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.13.E 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 i Installation Instructions Approved for use in HVHZ: No FL14918 R3 li Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yesi Design Pressure: N/A Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.14.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. t 14918.15 o. Series 5800 Model 5840 ; Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II 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.pdf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. i 14918.16 1 p. Series 5800 Model 5810 "Weather i Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" Limits of Use j Installation Instructions Approved for use in HVHZ: No FL14913 R3 II Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any i 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 FL14913 R3 fI Inst 14913.17.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 i Evaluation Reports Other: See INST 14918A7 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.17.pdf 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 II Inst 14918.18.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 14918.18 for Design Pressure Ratings, any ' FL14913 R3 AE Eval 14918.18.0df 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 j 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 l Created_ by Independent Third Party: Yes Design Pressure: N/A s Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any i FL14218 R3 AE Eval 14918.19.pdF additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. t https://www.floridabuildingorgipr/pr—app_dtl.aspx?param wGEVXQwtDquZRj59%2fDrx2300PL-xr2KHVtY2g3r°/a2b1%2fkKQkbg8iy9GAA%3d%3d 45 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 HVH2: No FL14918 R3 IT Ins; 149t8,20.odf Approved for use outside HVH2: 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 0 4) 0 Page 1/ 2 0 10 Contact Us :: 260t 6fair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request,do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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: Credit Card Safe hops:l/www.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgLtZRj59%p2tDrx2300PLxr2KHVtY2g3r%2bl%o2fkKQkbg8iygGAA%l d%3d 5/5 Iver e m a 4=Z 4 r byAndersenMAX.- w WmWINDOWS®DOORS U r f\ v £ 7 °. Utm 8 {0 9 w m 2941 /2951 a •' maa v_ 0zSERIES2900/4900 — MODEL EE a 4941 /4951 Wa EXTRUDED PVC PICTURE WINDOW N w/ NAILING FIN_ n u NON -IMPACT' y " Ka GENERAL NOTES f I 1. This product has been evaluated and is in compliance with the 5th Edition (2014( Florida Building Code (FBC( structural requirements excluding the "High Velocity Hurricane Zone" (HVHZJ. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 6 Lrv, 3. When used in areas requiring wind borne debris protection this product is required to be L' h protected with an impact resistant covering that complies with Section 1609. 1.2 of the FBC. 4, Site conditions that deviate from the detailsofthis drawing require further engineering analysis by a licensed engineer or registered architect. w i N x F TABLE o uniE: i 1/09 1 ! n scue: N.T,S 5 U. C. BY: KV m rn. Br: LFS 5 FL— 14918,2 0 sIiEET I or' 5 OF CONTENTS SHEET fF DESCRIPTION _ 1 _ 2 — TYeical elevation, dell n pressures 8 general notes Hor¢ ontal &vertical cross sections 3 Horizontal & vertical cross sections 4 Buck &frame anchoring S BiU of materials, glazing details &components _ OVERALL FIN WIDTH ----------I MAX. OVERALL FRAME WIDTtI--_........_...__,. f` Z= T w Q Q 00 Xz 1 I J% OVERALL. FIN DIMENSION, OVERALL FRAME DIMENSION . MAX. D. L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE 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" 91.0" x 49.0" G2 50.0 50.0 a _r•a per. ,JAK 10_ oem OPT'IONAL) 16 _..`` } y ._._ .. 11 //i 15 \\\ Z o m o mdam v E o Z L23. I. K G1 G2 s P-z I 2 EXTERIOR INTERIOR a a C R v R 1-1/4"NUN. ENB.TYP. 11 p 2 i U G G2 INTERIOR 22 O 160 EXTERIOR c y u.re: t 1/09/1 t F g _ y 11 HORIZONTAL CROSS SECTION Uwc. BY; KV 2 VERTICAL CROSS SECTION "'". ": Lr 5 s 2 ow,iw uo.: Y FL-14938.2 0n HGEi 2 U 5 T-h ---,-- - C: O/// 41 F z o c; d i o C9 0 z z m cua9oa m0am 0 G1 G2 z Q J 0 3 EXTERIOR INTERIOR '. v cr. o tt r I n 0 Fr GI G2 INTERIOR 2 / n EXTERIOR ° scat-e: r!. 7. S. l_ HORIZONTAL CROSS SECTION_ DWG. B* by s2 VERTICAL CROSS SECTION `""- B" i.FS S ORNYtNG NU.: a 3 - — FL- 74918.2 a N SI iLB j Of 2X BUCK MASONRY OPENING 14" MAX. O.C. (TYP.) _ __ _ BUCK ANCHORING mm v 2X BUCK 1 a MASONRY i OPENING U O CONCRETE ANCHOR NOTES: T. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, 8 I"o.c. spacing of wood screws to prevent the splitting of wood. 4" MAX. O.C. (TYP.) _.I '-- FRAME ANCHORING MUCK i FiO om iw X•...... /C 1 \\\ N i 7i o n m U z iN v U 2 2 mgoo9 qw aZ L 1 nil I 3Z 4" MAX. _ p UO - O.C. (TYP.) C, ? 2 I a W7 4 i r K' TYP.(3 o it m 1 u U W FRAME ANCHORING 2X STUD 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. E. 1 7/05 I T LE N.T.S. sr: KV c a,.LFS FL.-14918.2 FRAME ANCHORING 2X STUD 2X FRAMING TO BE DESIGNED BY THE ENGINEER OR ARCHITECT RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. E. 1 7/05 I T LE N.T.S. sr: KV c a,.LFS FL.-14918.2 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL I MAIN FRAME WITH NAILING FIN BY SILVERLINE #2902' VINYL 2 GLAZING BEAD BY SILVERLINE #2217` VINYL 3 8 X 7' PPFI SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK (SG >=0.4 WOOD 8 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1 /4" MAX. SHIM SPACE 10 i8 X 1-1/2" PPH SMS STEEL 11 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL 12 2XFRAMING(SG >=0.42 WOOD 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK v 16~ STUCCO INSERT BY SILVERLINE #2922` VINYL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". N 2.95" - O 1 FIXED FRAME O O G16 SZUCCOINSERF Optionol 0.84" --` I I 0 0 N0 OGLAZING BEAD PIIC GI GLAZING DETAIL OVERALL GLASS 5/37- ANNEALED AIR SPACE 5/37'ANNEALED PII C GZ GLAZING DETAIL N: g Q'.0 2Y• may` rn o n Oz U N •. m B E QZmUmo 9o0aapvmaa a4 o z Wo 'sa OVERALL L GLASS a: 0 5/37' TEMPERED 0 I" li- KU AIR SPACE 5/37' TEMPERED tj a m ri SC>EE: N.T.S. _ 0. 61: KV CHK. BY: LFS oanrmc nP.:----- FL-14913.2 St; SET s Pf s 2/15/2017 Florida Building Code Online rr C pvt sj yR w"°Yi""r-j',"*'• 32s,x '^ r''"s Yx4 `^ sj'M`* ,G aa ixw3 ,`:` <t f i' [r`I"r% b Bcls Home Log In User Registration Hot Topics Submit Surcharge Stats 3 Facts Publications FBC Staff BCIS Site Map Links Search C ;. s s "7° Product ApprovalkjUSER: Public Userd " in,:..r.ir.J[iun ,t > Application DetailPrnduc*. >PUnsal Y7er.0 > oJ.. ^: :\.>>I > , > _ FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Silverline Building Products Corp One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrian@slbp.com Vivian Wright rickw@rwbldgconsultants.com Craig Calderone 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 CO' CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (o(Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I. S. 2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996' ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 https:l/www.floridabOlding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj59°1o2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 1/5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14913 R3 Equiv FL t49.18 R3 Ecuiv of Star,dards.pdf 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 Page 1 / 2 FL # _—i Model, Number or Name Description 14918.1 — a. Model 4100 / 9100 i Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL 14913 R3 fI Inst 14918.1.pdf 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. L.pdf Building Products, Corporation (See 14918.1 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 i 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 FL14918 R3 II Inst 14918.2.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 14918.2 for Design Pressure Ratings, any FI-14918 R3 AE Eval 14918.2.1)df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC.Picture Window with Nailing Fin Weather Stopper"" Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.3.pdf 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.pdf 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 14913.4.pdfi Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) i 14918.5 e. Series. 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 i Mullion) Twin Picture Window with Nailing Fin i Limits of Use Installation Instructions. Approved for use in HVHZ: No ; FL14918 R3 11 Inst 14918.5.pdf https://www.floridabuilding.orgtprlpr app dtl.aspx?param=wGEVXQwtDquZRi59%2fDrx2300PLxr2KHVtY2g3r%2b1°/n2fkKOkbg8iygGAA%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: 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 1,19I.8.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14913.6.1)df Approved for use outside HVHZ: No Verified 8y: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14913.7.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 14918.7 for Design Pressure Ratings, any ; FL14918 R3 AE Eval 14918.7.pdf additional use limitations, installation instructions and product i 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 y FL14918 R3 II Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eva[ 14918.3.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. l 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.9.3df 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 j Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 II Inst 14918.t0.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 f4918.10.edf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. i 14918.11 k. Series 2700 Model 2730 1 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes i 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 149I8A1,pdf 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 j Installation Instructions Approved for use in HVHZ: No FL14918 R3 II inst 14913.12.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 https:llwww.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx23O0PLxr2KHVtY2g3r%2bl%o2fkKQkbg8iy9GAA%3d°%3d 3/5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval :14918.12.0df particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing FinSeries Limits of Use Installation Instructions i Approved for use in HVHZ: No FL14918 R3 II Inst 14918.13.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 14918.13 for Design Pressure Ratings, any ? FL14918 R3 AE Eval 14918.13.Edf 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 II Inst 14913.14.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 s' Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.14.odf additional use limitations, installation instructions and productCreated by Independent Third Party: Yes ' particulars. 14918. 15 o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Limits of Use installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.15.pdf Approved for use outside HVHZ: Yes j 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 14918.15 for Design Pressure Ratings, any ,i F114918 R3 All Eva[ 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" j Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14913.16.odf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any i FL14918 R3 AE Eval 149t8. t5.odf ! additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918. 17 i q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact' Window/Sidelite with Flange Stopper" Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 fI Inst 14913.17.odf Approved for use outside HVHZ: Yes j 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 f iFL14918 R3 AE Eval 149t8A7.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 II Inst 14913.18.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 14918.18 for Design Pressure Ratings, any FL14913 R3 AE Eval 14918. i8.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 i with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 I1 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 i Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any i FL14918 R3 AE Eval 14918.19,pdf additional use limitations, installation instructions; and product Created by Independent Third Party: Yes particulars. https: tlwww.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2bl%2fkKQkbg8iy9GAA%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 FL14913 R3 II Inst 149t8.20.adf 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 E7al 14918.20.odf additional use limitations, installation instructions and product; Created by Independent Third Party: Yes particulars. Go to Page 0 (0 0 Page 1/ 2 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Pnvacy 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: 0o_ M CrediE Card Safe https://www.floridabuilding.org/ptlpr_app dtl.aspx?param=wGEVXQwtDgtaZRj59%p2fDrx2300PLxr2KHVtY2g3r%2bl%p2fkKQkbg8iy9GAA%3d%3d 5/5 SERIES 2900/4900 - MODEL 2941 /2951 494114951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT` GENERAL NOTES I. This product has been evaluated and is in compliance with the 5th Edition (2014( Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2, Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3, When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4, For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require fudher engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SNEETN DESCRIPTION 1 Typical elevation, design pressures &general notes 2 Horizontal & vertical cross sections _ 3 Horizontol & vertical cross sections 4 Buck & frame anchoring_ — 5 B11 of materials, glazing defoil i cam anent, o n w z N 9 o Z Q pW pLO9mCm a 5 a a 4 W o= CW c° JT2 FLANGE WIDTH 72. 0"MAX. OVERALL I' FRAME WIDTH II Li = T = K O 0 0 OX X to k: Y h n I i OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME D.E.0..., POSITIVE NEGATIVE 1DIMENSIONDIMENSIONDIMENSIONTYPE 72. 98" x 74.98" 72.0" x 74.0" 67.0" x 69.0" G1 50.0 50.0 E: i7t09/ti E: N.T.S. BY: KV a:: LF S WING w FL— 149 7 8.8 Er 1 or 5 14*4 2 10, 0 n z E 0 ci ffoz S.: e2- EXTERIOR INTERIOR 2e2 1- 1 /4" MIK rn EMB. TYP. 2Q 10, IJ03 INTERIOR0(G 1) 09 EXTERIOR N. T. S. KV J" HORIZONTAL CROSS SECTION- r2 VERTICAL CROSS SECTION SHEET 2 OF 5 INTERIOR KTERIOR 1 HORIZONTAL CROSS SECTION 3 Shown w//IXsub-buck 3 VERTICAL CROSS SECTION 3 Oplional masonry sill 2 VERTICAL CROSS SECTION 3 Shown w/IXsub-buck EXTERIOR I 1 11 INTERIOR s.•` Gem °---- G - r4VERTICAL CROSS SECTION C Optional masonry sill o; z" dm i V'• fib_ u6n O M m Z u v O Z g 0 U Sim omm eNg ciK V i 4 O 1 9 C41 Q JTa e 11/09/11 e N.T.S. KV er. LFS G uo.: FL-- 1 4 918. B ti 3 or 5 22.5"MAX. 2X BUC MASONRY OPENING BUCK ANCHORING MASONRY CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the corners maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO.ADJACENT EDGE ANCHOR ITW v TAPCON 1/4" 1.1/4" 2" 4" J ELCO 1/4" 11/4., T., 4" ULTRACON WOOD SCREW INSTALLATION NOIES: 1. Maintain a minimum 5/8" edge distance. )"end distance. & 1"o.c. spacing of wood screws to prevent the splitting of wood. 2X BUCK — FRAME MASONRY - OPENINGOPENING `'\ IX BUC FRA MASONRY OPENING O.C. )TYP.) IYP.) 3 TYP. TB MASONRYQSILL 19 MASONRY SILL o Z I v FRAME ANCHORING 2X BUCK I S" MAX. _ _,_ 1 1. FRAME ANCHORING 1X BUCK l z a? ti =i o=i2 V Ya u n E: 1 1 /09/ 1 1 N.T.S. By; KV LFS r-L-,a91s.e ET 4 0 5 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 MAIN FRAME BY SILVERLINE_tf52-2151' VINYL 2 GLAZING BEAD BY SILVERLINE #52-2217` VINYL 3 10 X 2-1/7' PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2XBUCK SG>=0.42) WOOD B MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1 /4" MAX. SHIM SPACE I 1 I /4" X 2.3/4" PfH ELCO OR ITW CONCRETE SCREW STEEL__ 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 17 1 X BUCK WOOD 18 1/4" X 3-1/4" HWH ELCO OR ITW CONCRETE SCREW STEEL 19 i/4" X 2-1/4" HWH ELCO OR ITW CONCRETE SCREW STEEL n O O z 4 m N:7 i T'c:Q^ dm T3 3/4'OVERALL i'',•..*. p ,` i Dow d w d IIiK. GLASS iFllll 1 ' o n z U N •, 14 T i— 5/37' ANNEALED r E m K m zooc j _ 1 /\ 1 N .raj 7 C L m L w. y maa AIRSPACE c "' o 6 5/3T ANNEALED 3 c ei o° u 1 /2" GLASS _ BITE -^ z THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED GLAZING DETAIL yy z BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". G1 0 z o oe m M i d F- a < ow o On C L: K n. a rm 2.96' j I m ci o 1 w N W C a0 M 1 U q Fr N - 20 O U dl E: 11/09/11 c O Z Y GLAZING BEAD scut: N.7'.S. 5 C:;K. BY. LFS } MAIN FRAME GAwwIVG Nn.: FL-14918.8 0 SY IF- 5 OF 5 o r 2/15/2017 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 3 Facts Publications FBC Staff SCIS Site Map Links Search db c 0430 Product Approval USER: Public User Product Approval Menu > ^rodurt or Starch > Application U,;, > Application Detail a`« 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 I, Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. 4 Validation Checklist - Hardcopy Received Certificate of Independence FL13192 R4 COI RIO - Certificate of Indeoendence.POF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL.131.92 R4 Equiv ASTM C1186 Equivalencv Signed.odf https://www.floridabLiIding.org(or/pr app Otl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDfTRrxWwZsbgA%3d%3d 1/3 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL # Model, Number or Name 13192A ! Cemplank 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 IS- 0122.04. Description fiber -cement lap siding Installation Instructions — FL13192 R4 II ER RIO-2SS3-15 Plank metal wood.odf FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 II Install CemPlank Siding.odf FL13192 R4 lI NOA 15-0.122.04.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf I FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 13192.2 i HardiePlank Lap Siding fiber -cement lap siding 1 Limits of Use !-- — i i Installation Instructions j Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A 1 Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf FL13192 R4 tI ER RIO-2557-15 Plank Shinale CNIU.rdf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 lI Install HardiePlank Siding.pdf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Intertek Testing Services NA Ltd. j Created by Independent Third Party: No f Evaluation Reports i FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf j FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf i FL13192 R4 AE ER RIO-2577-15 Plank. to WSP Sheathing.odf F1_13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.3 ; HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Othe r: 13192.4 '---- HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A f Other: i fiber -cement individual cladding shingles Installation Instructions j FL13192 R4 II ER RIO-2555-15 Shingle metal wood.odf FL13192 R4 II Install HardieShingle Siding,odf j Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf Created by Independent Third Party: Yes Fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Installation Instructions W -- FL13192 R4 ti ER RIO-2555-15 Shingle metal ,vood.odf FL13192 R4 II ER RIO-2557-15 Plank Shingle CNIU.pdf FL13192 R4 II Install HardieShingle Siding.pdf Verified By: Intertek Testing Services NA Ltd. 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.pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding fiber -cement lap siding I Limits of Use Installation Instructions i Approved for use in HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf i https://www.floridabuildinlg.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDfTRrxWwZsbgA%3d%3d 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 15- 0122.04. FL13192 R4 II ER R10-2557.15 Plank Shingle ChlU.odf FL13192 R4 II ER RIO-2577-15 Plank to WSP Sheathing,odf FL13192 R4 II Install Prevail Lao Siding.odf FL13192 R4 II NOA 15-0122.04.pdf 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 RI0-2557-1.5 Plank Shingle CNIU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.pdf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes Contact Us :: 260t 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 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 45S, F.S., please click here . Product Approval Accepts: dl Credit Cara Safe https://www.noridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtskg/o2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA*/pad°/*3d 313 Florida Product Approval AardiePlankO Lap SidinT 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. HardiePlankJ fv Lap Siding es sir le E FECTIVE SEP T ENIBER 2013 IIINSTALLATION REQUIRE'NIENTS - PRIMED & COLCRPLUS,'' PRODUCTS visit rrnw. rneshardie.ccr t lot -he most recer t version. 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 HZ101 PRODUCTS OUTSIDE AN HZ100 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: CUTTING INSTRUCTIONS Store fiat and keep or/ and covered prior OUTCOOPS INDOORS to installation. installing siding 'Net or Prlsitfolr uu0nig sr3rcn so tai 'Mifid , ;it NOW dud, avrsy 0em user ', c t only using score and srall. 01 shear, (Manual. ,reOic or pcaurr tad, saturated may result ill shrinkage at butt are) oilers r corking area. 2. ro t;cn cur,u g stauon in're!! ren,tiand ar a Y ? Use cH of itre toi(cvvrig metnais: joints. Carry planks or; edge. Protect a. Best: -Score and snap edges and corners ;rpm breakage. James 4. Shear; rran ai, elec rr ra t rots iatt o NPIM Use a pc rer saw ndocrs Hardie is not responsiole for damage b. Emcee. i. Dust fed) c rg o rcular sa eGu:,rped err h a tleiER eise a , rcullif air hiat e fiat does not ;arty ttre Haid, 213fodo ,mar blade 7aderraik caused by improper storage and handling rard,eac'e saw dacito arc, Xr v r c t.r + acticr NEJr-R dry sweep - Use we' suppirss'on or HEPA vac: %lei of the prcdurt C. coed Dust ree't c rg orcular aivvmfni a -nor [e rdc s ov h'ade r t a Cory ua or ow o aioC ,rraie i r Mn(j) xu s hardarza ra d ors using rges. ti i r9 r .hoilsi e e;e s:er ixcr r!c Forat^rt ratcaaes.e EraNa <hs Aratct cn)Ja4 NIt3S appro, t resprra'ers con e c c 1 r t,cr;urc or n t a wvo u.ttng prne,c .o riem?ai:cn is aiarrtbie 5 ? Nnv.ja scardie.t:a to help you c'eie a?;r th n a i 9rppt are u t:ng r haf ;a yccr o7 rer r?r,rnc to if cater n t II e tis*.s acot t a cosufo Iaeels or+you do uei fort ply tvi,h ;ha aoo'e practces, iau si a,ld Ji,ays ccnsui+ a yu<ali;ied rduslnal hyg eels, x contact jailles Hardie a fLnher nOrn ation. GENERAL REQUIREMENTS: HardiePlar:k' lap siding can be installed over bracer) +mood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing. See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at wnrdwr, iamehardie.com A ,eater -resistive barrier is required in accordance with local building code requirements. The viater-resistive barrier must be appropriately installed with penetration and junction flashing in accordance avith local building code requirernents. James Hardie will assume no responsibility forwater infiltration. James Hardie does manufacture HardieVrajp' Weather Barrier. a non -vioven non -perforated housetrrrrpt, which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 most 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 Wail 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 ti^pater. ter ?,istire narrter et n nr,°i°{ HardiePiank lap siding may be installed on fiat vertical wall applications only i,,N„ cd of For larger projects, including commercial and multi -family projects, where the span of the ose sheatMng vaii 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. r These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie' Siding Products" at+ www.Jan;esHardie. com. DO NOT use stain, ofllalkyd base paint, or powder coating on James Hardie' Products. , ,{ INSTALLATION: JOINTTREATIVENT One or more of the following joint treatment options Figure2 Jail !i,e(If nail ine„not are required by code (ens referenced 2009 /PC stud present place R; 03.3.2) fisfener A. Joint lashing ( James Hardie recommended) t .. P nerveen 31d" 1"frail) top 8. Caulking` ( Caulking is not recommended reseiNe30 of plank) for ColorPlus for aesthetic reasons as the ifzil , rem bamer ccge i rank Caulking and ColorPlus will weather differently. For the same reason, ti„ shiny do not caulk nail heads on ColorPlus products.) HardiePHaaiieZm?elank'Siding C. "H" jointer cover install clanks inmoderate cunla:l t uutt oints e instil a i Y-1' starter strip to ensura a consistent plank angle leave appropriate gan betWwl, plerks and trim. then caulk.,— Note: Fiend painting over, caulking may produce a sheen difference r,vhoti compared to the field painted ?nmePus. efer to Ca eking Section in these Instructions For additional information on HardieNirap' tPJeather Barrier. consult James Hardie at 1-866-4Hardie or+<r,+.mr-hardie +rr,-;p. em WARNING: AVOID BREATHING SILICA DUST lames Haroie,' pro . s ,:onoin resa r,c#„ „ rystrlhnz .circa. vittich 'moo- n r r State or lifamia to ; euse cancer nc s crn i ereti y 14 ; and PIKUS I r .; ,cause, r f c ar'< .rfrom soma <-a ao,.ticni:l xurce . Breathing exsessve am'ffiris nt escrc,r, le silica it of can also cause ., disabiing any ;irtena ly !alai lung r!is Asa called t thcasis, and ha t can lrnke ! spilluth wsrnses Sane studies st yt)est nmflxa 9 as ureter u fh .,e sks Gunn, insfai! I ,en or hand B g t 1 cask in outcicor , "s ivith an,pl vewilction { I rise, filer er 2nt.hei s for cuff rip or, where r €easii ei crse aHardizSladerl saw 51,.de andattt,Cneu to a HF" varuirrn; Q, stare other, in the in•n,eu,a,..;.red (a) viear a fe.g,1 t :)5) in act f :,,nce ,:ith apoirable yonamr. ni;e c:;t a ;.r.d ^kfuf'+ Tel illstimtIons to fiAnt7orliptit respiroir Jlica exposurels. Gunny dean -up, u µF.EPAvaar.sns m e co islefthtuls never dry svveep. For rusher intorr; twn, serer a -ur in tairat;on insfruciens ano Mtn,.; rol sir.;. ty G. to ne .t aviiiaoie at w<rir;an, narira co;n or t;y ,; 16ny I ,'c;i, Jt!AFclE f. SCO :..' .. r i. F LJr i f) .ADf# RE LJ r)1R yVtU piltfGS, d., a B1C BIS TALI a Ci`f iBA T'113U Tit Bic 7MAY I -FAD To SEROUS S PEl aL !LRY CPi DE;T K HS1'1119-PI/4 6113 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding uired M1 2-Flashing bytRG code min'41' x 4" r Min. 1/4° 0o not caulk in.1 "-2" Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry 4n Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension Flashing FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank- lap siding prcducts. Face nailing should only be used where required by ,code for high ,vind 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) 11ga. roofing nail (Q.1.0-1" shank x 0.371" HO x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 114" long x 0.375" HD) Screws must Penetrate 3 threads into metal fraining. 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 114" into metal framing, OSB minimum 7/16" 11ga. roofing nail (0.121" shank 0.371" HD x 1.75" long) Ribbed IPdafer-head or equivalent (No. 8 x 1 5/8" long x 0.375" HD). 1 114"min Overlap z Figure 15 O. . M.,i n .----, — Nail Line l r iGS'ia Blind Nail wafer Resisw.e Barre, FACE NAILING Nails - Wood Framing 6d (Q-113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD,,( 2" long) Screws - Steel Framing nibbell Bugle -head or equivalent (No. 8-13 x 1-518" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin of equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" into metal framing. OSB minimum 7/16" Siding nail (0.09" shank x 0.221" HD x 1-1/2" long)` Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 114" 11/ overlap f ( 21" 4 174" min. r 4 ov erlap t 1 I -- o, silt-- 00 r ; ace nail I i water-resislive barrier Laminate sheet to be removed immediately after installation of each course for ColorPlus", products. itlhen '`ace nailing to OSB, planks mus€ be no greater than 9 b'4" wide and fasteners must be 12" C.C. or less, Ako see 4 t?nm'jt and Vhen .ahsidenlig 3ltcrnatl.e rastelling Optionsrefer iC ,lames Hardie's lechl)101 60efill, i iSTS17 Pasieliing Tips for ri rdfiePiatlk° Lap Siding HS1' 1119-P214 613 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion !esisiWt, galvanized, or :stainless steel. IecI,ro-galvanized are acceptable bui. n?ay texhiot per atiiat it corros;on. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is net responsible for the eorresicir resistance of fasteners. stainless :steel fasteners are recoi^mended'when installing James Hardie" products near the ocean, large bodies ci water, or in very humid climates, k,lanurfacturers of ACO and CA preservative -Treated wood recommend spacer materials or other physical carriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of net dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.0. Consult applicable product evaluation or listing for correct fasteners iyp e and placement to achieve specified design wind loads. NOTE: Published wind loads may not he applicable to all areas 0ere 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 cr drive nails at an angle. If nail is countersunk. fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank avitil 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 memlaer, I e 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 pand nailed or fastened vrlth a pneuimalic tool, Pneuinatir, fastening is highly recon;n,ended. Set air pressure so that the fastener is "riven SnUg With the Surface of the siding. A flush mount attachn lent on the pneumatic,, lool 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'rvith a smooth {aced hammer - Does not apply fcr installation to steel framing). countersunk, fill QY acid nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING 1 DO MOT use stain, oil/alkyd base paint, or po,,vder coating on James Hardie'' Products. James Hardie products must be painted nvithin 180 clays for primed product and 90 days for unprimed. 100% acrirlic topcoats are recoitirriended. Do not paint when vvet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTIM 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 i,vritten instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS'a TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James HardlieCD CCIorPlus(D 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 (ouch -up; replace the damaged area with new HaidiePlanks lap siding with ColorPlus Technology. Laminate sheef must be removed immediately airer installation; of each course. Terminate non -factory cut adges into trim v`rhere 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 frorn your ColcrPius product dealer. Note: James Hardie does not +-Tarrant the usage of third party touch up or paints used as touch-up on James Hardie ColorRus products. Problems with appearance cr performance arising from use of third part; touch-up paints or paints used as Touch-up that are not .James ; larrdie touch-up will not be covered under the James Hardie ColorPlus Limited Finish'vvarranhf. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS15 TECHNOLOGY INhen repainting ColorPlus products, James Hardie recommends the foliewfng regarding suffice preparation and topcoat application: Ensure the surface is clean, dry, and free or any dust, dirt, or ntilde^v Repriming is normally not necessary 100`<$ acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" ProdUCtS. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, appiicamn methods„ and application temperaLure DC NOT caulk nail steads when using ColcrPius products, refer to the ColorPlus touch -tip section COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANK" LAP SIDING WIDTH SQ 5 IA 6114 7 14 7 112 8 814 9 114 9 112 12 r< SI? = tr)a sq.ft.i exposure) 4 5 5 5 V4 6 314 7 8 814 1014 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 ico 80 a 64 59 57 50 50 37 125 100 83 80 74 71 63 63 47 c 150 20 100 c6 89 86 75 1 58 7 175 140 117 112 104 100 88 88 65 8 2Co 130 133 128 119 114 1C0 100 74 225 180 150 144 133 129 113 113 84 10 250 200 16— 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 36 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 i30 ! 15 375 300 250 240 222 214 188 188 140 tE 4CO 320 257 256 237 229 200 200 149 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 CO 400 333 320 296 286 250 250 186 This Coverage chap is meant as a guide. ,actual usage is subject to variables such as ouilding design. James Hardie does not assume i responsibility for over or under ordering Of product RECCGNINCN. In accordance,vilh ICGES Evaluation Report eSR-2290 HardieFai lap siding is recognized as a suitable attemate to thats Kfied in: the 2005,209.320121nternadonal Residential Code for pne- and Two Eamrhr Dwellings, and he 2036; 2009, d 2012 International $uildiN Code,, HardiePiank lap siding is also recognized for acciicadon in the following; City oilios,knrleies Research ,Report No. 24862, State of for ea lis;mg t 439_ Dade CountyFlonda NCA dlo: 02-072902, U.S L-ot. of HUD_Materials Release 1 e63c, Texas Department or insurance Product Evauation'EC-23, Citl of New York MEA'223.934, and California t D5A PA 4,g. these documents should also be consulted for additional information noncer ing the swtaoaut f 5f ;his product for specific applications. d 2013Jarpes Hardie 3uildinr Products. All rights reserved. N%I SM.and ® denote vademarks 3r ep red rademarks or Additional installation nStdllatlOR InOff 1atlOn, Jam sHardieTechnology Limitednisaregistered trademark Warranties, and IlVarnincis are available at James ardi of Jam'esardleTechnologyLimitedwwwjameshardie.CGr?? rmlie Parelfast is a registered iradentark of ET&E ; 3stenfrg Systenc, irc HS11119-P414 6113 t r 2/15/2017 Florida Building Code Online k t k P a yl .r Y kCk "y''"s .gyp ,wW r , " N"kr :+ h `1 r Y x;`rz "fir o'a ;?, a T ,r^;v " r -. , A` """+ 5;,`"G rE "t ,6Yhsia^"44^nrr ,. ;,§ k '?r,-, ,,< kr 'j5 tN;4 Sa„ west,?:al+lw'axr s`i,,,::; f a°...r„'r?'-..'a.wk.." ':;s'.a:v#.:u.a:. x:s::,a •.. r BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search FiCrV' 3 LON le Product Approval USER: Public User rod=uct Aoarrval llenu > P T,a: n' n Lcatien. ; a ;_h > A^, 1i ra."a-::_ ,t > Application Detail 9 •n FL # FL13265-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer lames 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 I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RIO - Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Eouiv ASTM C1186 Eouivalency Sioned.odf https:ltwww.floridabOlding.org(pr/pr app Otl.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgknegYuS%2bAvrIW7KTav2gCcCpg%3d%3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary_ of Products FL # Model, Number or Name 13265.1 i HardieSoffit Panels Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 Limits of Use Approved for use in HVHZ: Yes y 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. Description HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions FL13255 R2 II ER RIO-2554-15 Soffit wood metal.odf FL13265 R2 II Install HardieSoffit Panel.odf FL13265 R2 II NOA 15-0122.04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13265 R2 AE ER RIO-2554-15 Soffit wood metal.r)df FL13265 R2 AE NOA 15-0122.04,Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-437-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public. record. If you do notwish 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 Gard Safe httpsafwww. ffaridabuifding.argfprfpr app Ftl.aspx?param=wGEVXQwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 212 ApprovalFloridaProduct AardieSoffitO 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. Sidingg a es srle STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPT EMBER 2013 -- INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS" PRODUCTS Visit for the most recentrersiot. IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONED INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: p CUTTING INSTRUCTIONS Store flat and keep dr,r and covered prior OUTDCORS NDOORS to installation. Instaflirg siding .wet or Positon ur y 5n •:or so l of _n(t all c,,,i ci istar:a/;rom use,, f r 1: s rq shears tear[ el led Tic Cr pr Pumatic), saturated stay result in 3hnnkagB it blot and oilers r ,mrk:rq afea. . Pos'tror. cuttirq a.ce n reel, a=nu:at2d area ts en ts. `arty planks i adgP. Protect 21 D e one o1 1 oioyng - e 'ca u. Pal Shears rm arum w eca x or pneumatuo edges and corners from breakage. James b D-•.,er. t Dust real c red j.rcdar saw xt ,3eed ai t a - NFtt R uso a power saw .ndocr Hardie is not resl:orslble for d antage PhrdieDarlel sivi bade or d HE:-4 vicuum extraction NPrEI t, u s , reular saavi blade t at &bes nu carry the Hari ipDade Kivi blade ;n0ee•.ark caused by Improper storage antl itu'ndllnQ C.fir,Ci1 f. DuS?. rear r:ng .,roufar > rJritr a N.ade6fider si yr bade - N6t_R dry sweep — Use wei :,• ppression ur - EPA Vactrurn of the oroduct. (eniy use for Ic>4v ;o ntoderaie cuttirg) v ( r cr rt 11c e For Tiw r lie prot2C Ur { n est ra rirobte e1[ : PIMUMIcr)"Jaires Hafnie reconinneinds always us irq 'Seseve1 cutiirg tnilih ds Cher easbPe. NIU,zHkirproved respiaters can he c e i r o Hurd nr wh almVe a ttmc prac des ro m tP i re?t c e dust Rx13,09t yes. Additieral exrosure niormadon avakIlle u r ru ,a C2 par 9 .coin To l oip ynu cf Pr rs.a he lr0sTXPf01Tate cutrq M ailled fox ya r ob re r uar er s 't ccri, m t IIEWES tt cl i epasure ve;, or fnu fit) , of comp j,nt1, to at ove prsctices you x uld al"aay, corm;it a cor;cnc hies Hardie {..urtrior n.orn ation, l I PCsGENERAL REQUIREMENTS: HardieShingle siding can be Installed over braced wcod or steel studs spaced a maximum of 24" o.c. or directly to minimum 7116" thick sheathing. See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at Sri++w. iamehardie.com A water - resistive barrier is required in accordance irvith local building code requirements. The grater -resistive barrier must be apprcpriately installed with penetration and junction flashing in accordance vuith local building cone requirements. James Haidie,vill assume no responsibility for water infiltration. James Hardie does manufacture Haidie'tdrap r Yleither Barrier: a non -woven non -perforated housevvrap', wilich complies with building code requirements. When installing James Hardie products al( clearance details in figs. 1,2,3,4,5,6 &7" must be follo,,red. Adjacent finished grade must slope awray from the building in accordance with local building codes - typically a minimum of 6" in the first 1 G'. 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 PIOT use stain, oil/alkyd base paint, or powder coating on Jaynes HardleI Products. CLEARANCES Install siding and t1i products in R;lainfain a minimu111 1" 2" c impliance wish local building code clearance bemfeen James requirements for clearance between HardieVl products and paths, the bottom edge of the siding and sieps and driveways. the adjacent finished grade. Figure 2 Figure 1 iding Concrete foundation 2 mi starer course Maintain a minimum 1" - 2" clearance between James Hardie products and decking material Figure 3 I aster 11 sldiny resistive barrier Cecil malarial 1 t - 2" min irist Fledger l flashingII_ JFor additional informatlonon Hardie'vYrLu Weather Barrie!. consult James Hardie at 1-866-AiiaWlie or vrwPv.hardierxae.rom At the juncture of the roof and veriical surfaces, flashing and counterflashing shall be installer! Der the roofing manufacturer's instructions. Provide a minirnlm 1 - 2" clearance bemieen the roofing and the bottom edge of the siding and trim. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST k,.Inez 'Ha ( lie, ,7r0dt1cts cantina rc.,::€ ;Ae r ptail?na silica, ,•vhici is know n to ih. State ofcalitorma to cluse cancer and iS eonsid -ric ey tAHC and NIOSN to ?e 7 cause N :ancer tram same oc patienas saur„es. Brea thing Ptcessive amcorts of respiracle s0tca LUst can also sa ,: ai'.r into and ;m;ent fh t'Eet eta r ldise; Cal e'd ,ilirasi Ind has been linked +irh )ther .isuns?; Some Studies 3Agest, smoking mt y increese t esa risks. Ot rinq installation ar nand ingr (11:vork ve olatirii (2) t isF niter forcutting or There not feasibie, use a haidieEhxhay sam)Iade aril r1uy-radiic? nc c.rul,r Div att,.uti; u r u Hr"" v2cuum; (31 u ram ollwrs,it tlta tr iY,e ,.v .r,1, weal a ie r , r riot,„ ?I1CISri .pprosed dust mask or resl)iratos (e.a t! u i in ae cndance roifh aop able Cvernine? t r lutt,i cr s tdn anitachirar irstn t.oas re n; her lie it asuir Ile si.tca ea.n r?rep. Oanng r fean tap, usa'HERA vacs to s cr'r et cle ntip methui i e er ne) ep. for turlher mfgnt a6at, refer io our n,. tzil<6on instructons'antl ;klatunei--afeti, Data 'sheet ava,lade at rn by calla ri 1-1`00 9HAR01E [ =s•,i.r Yt2 I .a;, FAWRE TO ADHERE `, rMR, WARAANGS_ kids, AND iNSTALLAT fO^I jt3S i RUCTiONS MIA r Lc'AO TO LR.QLS HRSONAL iP JURY' R 1 EA-M. ats I I1- Olt ,_ t't{C u/I Maintain a 114" clearance Nlaintain a rninilnuln 1" gap Figure 7 KICKOUT FLASHING between fie bottom of between gutter and caps and f Because of the volume of 1,vaier that -an Dour do*n Janes Farde products siding &trim. a sloped roof one of the most critical flashing and horizontal flashing. details occurs where a roof intersects a sidev'vall. i The root must be ;lashed with step flashing. Where Do not caulk gap. Figure 6 n+.crar:e the roof terminates. install a kickout to deflect water Figure 5g eF away from the siding. leaves menbr r` It is best to install a sell -adhering membrane on theLidingriotU4' iyap i t S- 'full before the subfascia and trim boards are nailed ulk siding in place, and then come back to install the kickout, 17. Figure 7, Kickout Flashing To prevent water from lashing fascia dull?ping behind the siding and the end of the roof intersection, install a "kirkout" as required by IRC code R905.2.8.3 : ` ..flashing shall be gutter and end cap a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100, - 110' to imLximize water deflection TRIM CONSIDERATION: IIvlinimum 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 Z 80), a= GABLE INSTALLATION: BLOCKED PENETRATIONS Penetrations such as hose bibs and holes I Y " or larger such as dryer vents should have a block of trim around point of penetration. Installation over sheathing is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure cut 1 &` to both the left and the right of the center line and snap a caulk line 3) fvleaA ire up 2° if you are off a roof line or l'r it you are starting above a band board 4) Set the bottom of your 1 %" starter strip at that line 5) Place your 8 !4" Starer Course -bottom level with the bottom of the starter ship 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 Nail can be either one of the keyways. Stay by keyv''ray to avoid shiners) (EX1) Blue Dots show nail placement 8) Nleasure up 7" with straight and 6" :vith Staggered edge and snap a caulk line to get year proper exposure 9) The second ruiv avill star at the center line 10) The Third roan will start at the line right of renter 11) As you wed< your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (EX2) 12) Edges Gable butting into trim leave a 1y8" Gap (for house movement and Caulking) 13) Nlake sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Figure 9 nlccrtornryTalr Figure 10 Figure 11 g f.{a'a2f4.f i rt r:l i" R ttre u r e a Ix . Ik Y Soap tdl ime' 1) t 1J'n enief to iN, nod r. qhl 1 Figure 12 Figure 13 31,mutfow4,)ilrs.a! Figure 14 Fi ,;;n ngle sce> err -:;n2; ;hex lira! S yp... 13ell cfa+. a:_ .. at: 0:? 11, ii rovi tar aCGvd :,world f(ry far i2C; i:d tOY. Lt Sh:MjfESV Vfr, [ ?Y at SP Nlds ;i;lbl ;hale itrw' 1 rl .:. i It I 1I Use ! err urJ a:nf near pjefeg, :': nufC ff!C?S53fy, k rill i r9Cf5it2 it(IC Panels can also be installed direct tp stud up to 21"GC. liofe: Snapped chalk, lines help guide installation, when installing straight edge panels or Individual shingles use a straight edge on wb tong ecges if uniform straight edge is desired. IiS11i21 P215 3t13 HARDIESHINGLE" STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.1871 HO x 1 1/2" long ringshank nails are used for fastening Steps 1- 4 Hardie5hingle' Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle, Staggered Edge Panel Installation Install HardieShinglec, panels raith joints butted in moderate contact. Due to 15 7/3" overlapping of the joints, caulk is not required except where panels abut trim panels boards. (figs 15 & 17). Ensure keyways do not line up on subsequent courses. 1) Install a 1-1,14" starter 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 needed. Butt the cut end into trim as show: (figs 15 & 17). When installing over a band board or L'8" min. 16" or 24" Trim gap for ° water-resisti;e caulk barrier sheathing I, 1 II II I GO NOT NAIL THROUGH g" I i l THIS ARE a y any horizontal surface, leave 1/4 gap between bottom of siding ara flashing. coursa ' trim first panel 8 1/4' 1 " 3) Secure panel, leaving 1,18" gap for caulk at trim and continue the course to hit center of 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 7116" thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Allow 3/8" from panel edges. cavil/ (16" or 24" OC), again abutting the cut end into the trim (figs 15 & 17). Steps 5 & 5 1 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 l,110 full sturl cavities (figs 15 & 17) and repeat step 3.I, i 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. third 1 6• course t E* Note; Fur aesthetic purposes you may trim - -- second : I., I I I I the bottom of the panel to create a straight _ course i II edge. If doing so, ensure all cuts ends are course properly sealed and painted (fig 14) -- -- I Figure 16 1/4" gap. Do not caulk. r band board HARDIESHINGLE" STAGGERED EDGE PANEL COVERAGE I Panels for side,vall applications are available in 48" lengths. Pieces needed for one square (I00sq,it.) 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). i 7" EXPOSURE HARDIESHINGLEO STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steps l -4 Figure 16 Steos538 Trim 1,18" min. ' ' " _. water-resistwe 1/8' min. gap for ° c barrier gap for caulk sheathing 1 i IiCOINOTNLLTHROUGH7" THIS ARc:> f + I I pa els I4-3/8- I third course IIsecondt7" I IIcourseIi panels J-- first course second trim first panel 8w, tYl' course to hit center of HardiePlanks starter furthest stud, lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7116" thick APA rated sheathing, position nails on nail line spaced a maximum of 13 3/4" o.c. Allow 3/8" from panel edges. HARDIESHINGLEO STRAIGHT EDGE PANEL COVERAGE Panels for sideiwall applications are available in 48" lengths. Pieces needed for one square (i OOsq..I) of product coverage = approximatey 43, based on maximum 7" exposure. HS11121 P315 6/13 HARDIESHINGLE"'INDIVIDUAL SHINGLE INSTALLATION HardieShingle, Individual Shingles must be installed with 'the ,videst part of the shingle placed downwards and directly to minimum 7116" thick sheathing. Fastener Requirements 0.091" x 0.221" HD x 1 1/2" or 0.121"x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used for hxing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShinglea individual Shingle Installation Due to over of the joints, caulk is net required except where panels -- about trim boards. Space shingles a maximum 1/4" apart and leave a minimum lap of 1 1 /2" between successive courses (fig. 19). 15- 1) Install 1 1/4" starter strip and a 8 114" wide HardiePlank'` snir siding starter course. 2) Install first shingle from the and abutting Uimr. Install vrJdest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving .i 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 Fria'-7r / .......= Figure 18 Trim 1is" min, h to or 24 water -resistive o.c. e. Individual Shingles for sidenrall applications are available in assorted i,•rfdfns as listed below. Bundles needed for one square (100 sq. ft.J 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" 3 15 Figure 19 15-1/4" shingle T - 7" max. exposure HARDIESHINGLE'"HALF—ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingleA Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. Figure 20 HardieShingle Half -Round Panel Installation trim board Install HardieShingleb panels with joints butted in moderate contact. Due to overlapping of the joints, caulk S not required except where panels abut-, 118 gap trim boards. (fig. 20 . Ensure keyway s do not litre u c n subsequent courses. for 9 -) ) p caulk 1) Install a 1-1/4" starter strip, then install a 8-1:/4" wide HardiePlankE- lap siding star ter course. 2) Place first panel so that panel end centers over stud. Trim panel as is 1/4" needed. Butt the cut end into trim as show,. (figs 9-0). When Installing shingles over a band beard or any horizontal surface, leave 1/4" gap be^veen bottom of siding and flashing. — 3) Secure panel, leaving 1/8" gap for caulk at trm and continue the course along the ,vall. Start the second course, by removing the aquivalent of one lull stud cavity 16" or 24" CL'), 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 figs 15 & 17) and repeat step 3. 6) Continue up €he wall repeating steps 2 through until desired height is reached pcstion nails on nail line a 8'/," I y,^ minimum 318" from edge HardiePlank' starter lap siding strip space shingles max 1/4" apart eave a min, lap f 1-1/2" between tints in succesive ourse Install k,viifl the widest pal' of the shingle placed downwarris water -resistive 16" or 24"_ barrier' o.c. I sheathing DO NOT NAIL THROUGH THIS AREA 7 I+ It it t—3/8„ r e 1-111 alignment position nails into framing trim first panel 1 1/4" through previous courses. to hit furthest stud starter strip Only when application is to minimum 7/16" thick APA rated sheathing, position nails 8-1/4" HardiePlank` spaced a maximum 13 3/4" o.c. lap siding HARDIESHINGLE HALF —ROUND PANEL COVERAGE Allow 3i8"from panel edges i'anels for sidewall applications are available in AT lengths. Pieces needed for one SQUare (100 sq, ft.) of product coverage=43 pieces with 7" exposure. HS11121 P415 6113 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 ") thick trim Figure : rl 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. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie' products near the ocean, large bodies of water, or in very humid climates. Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A ) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail 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. I `75 countersunk, fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. 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 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 Quad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING 1 DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products. James Hardie" products must be painted within 180 days for primed product and 90 days for unprimed. In addition non ColorPlu0 product versions of HardieShingle'' Siding require a field applied prime coat. 100% acrylic primers and topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back rolling is recommended when paint is spray applied. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie ColorPlus products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the 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 COlOrPILIS Technology edge coaters, available frorn your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE-9 SIDING AND TRIM PRODUCTS WITH COLORPLUSD 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 Reprinting is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie'' Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECOGNITION: In accordance ivith IMES Evaluation Report ESR-2290. Hardieshingle lap siding is recognized as a suitable alternate to that specified in: the 2066,2009.32012 International Residential Code for one- and Two -Family Dwellings, and the 2006, 2009. & 20121nternavonat Building Code,. HardbSttingle lap siding is also recognized for application in the following: City of Los Angeles Research Report No. 24862, State of Florida listing FL't889, Dade County. Florida NOA No. 02-0729.02. U.S. Dept. of HUD Materials Release 1263c, Texas Department of Insurance Product Evaluation EC-23, City of New York b1EA 223-934M. and California DSA PA-019. These documents should also he consulted for addidonal information concerning the suitability of this product for specific applications 2013 James Hardie Building Products, Inc. All rights reserved. Please visit mm.jameshardie.com for Additional 7 TM, Sot, and 9 denote trademarks or registered trademarks of Product Information and Availability, J aes a rd le James Hardie Technology Limited. 7 is a registered Installation Information, Warnings, and Warranties 0 trademark of James Hardie Technology Limited. HS11121 P5/5 6/13 2/15/2017 Florida Building Code Online d 1 S Yu 1 a" ";g.'` -! ` f k : e ax Tint m `i,`,, < r fi e P'; , s g BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search b .w`Product Approvald.- .E USER: Public User f ProdUG •%poroy3l Menu > !_a'* > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL12194-R3 Revision 2014 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden 4' Validation Checklist - Hardcopy Received FL1719.I R3 COI ALC15001 Evaluation Report 2014 FBC Q4 T4 Soffits.pdf Standard AAMA 1402 Year 1986 https:Uwww.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXZYpyxA%3d%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved cl it Model, Number or Name Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 12194.1 Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 other: See Evaluation Report for limits of use. a Description Aluminum soffit panels Installation Instructions FL12t94 R3 II ALC15001 Evaluation Report 2014 FBC 04 T<} Soffits.odf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Evaluation Reports FL12194 R3 AE ALCIS001 Evaluation Report 2014 FBC 04 T4', l Soffits.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1324 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 mathis entity. Instead, contact the office by phone or by trad mailtoitional mail. if you have any questions, please contact 850,487,1395. *Pursuant to Section 455. 275(it to Florida Statutes, effective October 1, by ph 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 recordIf 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: is an F%,Al El Credit Card Safe r S CLtL1L'c1t'.?iYICS," https://www. floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXN}}sX5GEO%2f1CXzYpyxA%3d%3d J2 TRINITY ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, LLC. 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 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit 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: t+tttrtrr„ The facsimile seal appearing was authorized by Robert Nfeminen, Robert JIM. Nieminen, P.E. P.E.onO6/231'201S. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Florida Registration No. 59166, Florida DCA ANE1983 Product Approval Administrator and to the named client. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC: d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose.. l TRINIY I 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 1404.5.1 1710.9.4 3. REFERENCES: Entity Aluminum Coils CTL(TST1577) CTL(TST1577) PRI(TST5878) PRI(QUA9110) Property Wind Wind Examination Notice of Sale Wind Resistance Wind Resistance Net Free Ventilation Area Quality Assurance Standard Year AAMA 1402 2009 ASCE 7 2010 Reference Date Transfer to Data 02/11/2009 CTLA 1847W 05/01/2008 CTLA 2076W 10/04/2011 ACIX-002-02-01 12/07/2011 Quality Assurance Agreement Exp.06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels in 16-inch sections. The reported net free ventilation areas are 22.3 in2/ft for the 16-inch 'full vent' configuration, 11.1 in2/ft for the 16-inch 'center vent' configuration, 12.5 inZ/ft for the 12-inch 'full vent' configuration or 4.2 in2/ft for the 12-inch'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. 5. 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 AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report A13360.02.09-R2 Certificate of authorization #9503 F L12194-R2 Revision 2: 06/23/2015 Page 2 of 3 J TRINITY i 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. I 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. H. MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC—QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A13360.02.09-R2 Certificate ofAuthori:ation #9S03 FL12194-R2 Revision 2:06/23/201S Page 3 of 3 238" F" CHANNEL (3/8") ALUMINUM 0. 0165" nomirial thi _•krless 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. TRINITY ERD 2.625 REF. 50 TYP. o aoac aooao 000a a000 v aaaoa 0000 1iI11Lt0 NrR PAiT HN (F it C^1_r ,1 LOUVERS FORMED IN SAME DIRECTION 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 i TRINITY ERD 2L i V NT 12" CENTER y W t2" SQLD PAuEL 1C 1fLl1'Etii 16_L-Eti1GE ANI 16' sniio FM i Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization k9503 Aluminum Coils, Inc. Robert Nieminen, PE-59166 Revision 2: 06/23/2015 Appendix 1, Page 2 of 2 I -TRINITY; ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WINO PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 1 & 2 12 F-Channel (nailed to wood or block) Fascia Cap +40.0 / -40.0 2.3 A-2 3 12 F-Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4-5 A-3 4 12 1-Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 B-1 5 16 F-Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F-Channel(nailed to concrete or block) Fascia Cap +33.3 /-33.3 9-10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11-12 B-4 8 16 1-Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13-14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GC,; = + 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. 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. L l a I 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 FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 TRINITY: ERD TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap . Wall Side Eave Side F-Channel Soffit Fascia Cap Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. 1%-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. 1%-inch Concrete 0.097-inch One (1) min. long x 0.072-inch 2. 12 or CMU diameter T-nail 24" o.c. Wood 3/8 x 3/8-inch 16" o.c. diameter x min. 36" o.c. 40.0 block or stub-nail, crown staple 3/16-inch head min. 5/8-inch diameter trim nail embedment I111. 3/3h-.,-. dia. nail '.YSCh i!t i._. ?:`• snGaq- n rlr(for or min. o.og—, ;jia. i-nail or 3LUb na4.1 di* h min. 5f3" ergagetnenc S:or concrete loci-. 3.a'T'S'. 3paCed as ..._._2'l a!-, o.; e . ASCIA 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. t— PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report 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 2 of 14 i 0 TRINITY IERD Table A -la: System No.1 & 2 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 4 OK OK OK OK OK OK OK 0<h<30 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30<h<40 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 40<h<50 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50<h<60 5 OK OK OK NO NO NO NO Table A-1b: System No.1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 4 OK OK OK OK OK 0<h<15 5 OK OK OK NO NO 4 OK OK OK OK OK 15<h<20 5 OK OK OK NO NO` ' 4 OK OK OK OK NO 20<h<30 5 OK OK NO NO NO 4 OK OK OK NO NO 30<h<40 5 OK OK NO NO NO 4 OK OK OK NO NO ., 40<h<50 5 OK OK NO NO NO 4 OK OK OK NO NO 50<h<60 S OK OK NO NO NO Table A-1c: System No.1 & 2 - Exposure D ' Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 0<h<15 S OK OK NO NO 4 OK OK OK NO 15<h<20 5 OK OK NO NO , 4 OK OK OK NO 20<h<30 5 OK NO NO N0 4 OK OK NO NO 30<h<40 5 OK NO NO NO 4 OK OK NO NO 40<h<50 5 OK NO NO NO 4 OK OK NO NO 50<h<60 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization 49503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 3 of 14 TABLE A-2: 12'-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side F-Channel Max. System Span Max. No. (inch) Substrate Fastener Spacing Substrate Three (3) min. x K-inch 3. 12 Wood crown staples 24" o.c. Wood in a diamond pattern TRINITY [ ERD Eave Side Soffit Fascia Cap Max. Max. MOP Fastener Spacing Fastener Spacing psf) One (1) min. 1'/.- One (1) min. Y. x inch long x 0.072- 48.0 Y..-inch crown 8" o.c. inch diameter x 48" O.C. 64.2 staple min. Y-inch head diameter trim nail SOFFIT STAPLE OPEN RAFTER I DIAMOND PATTERN II I ; DETAIL 3/4. X 1/4' CROWN STAPLES 1 srrlcs r USING A DIAMOND FACIA BOARD PATTERN FASCIA CAP 3/4" x 1/4" CROWN STAPLE '8" ON CENTER FACW BOARD t -3/4 TRIM NAIL PAINTED S.S. L, CHANNEL CAN BE THE 1-3/4- TRIM NAIL PAINTED S.S. 48' FASCIA CAP 3/4' X 1/4' INSTALLED WITH NAILING FLANGE UP OR O.C. CROWN STAPLE DOWN SOFFIT -max, 12-inch span SOFFIT WOOD SOFFIT & FASCIA SUBSTRATE DETAIL Table A-2a: System No. 3 - Exposure B 110 120 130 140 Basic Wind Speed 1s0 mph) 160 170 180 190 200 Eave Height(ft) Pressure Zone 4 OK OK OK OK OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK OK OK OK OK OK NO' OK OK OK OK OK OK OK OK OK OK 4 30 < In < 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 S0<h<60 5 OK OK OK OK OK OK OK NO NO NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity( ERD Revision 2: 06/23/201S Certificate of Authorization #9503 Appendix 2, Page 4 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY 5ERD Table A-2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 19 4 OK OK OK OK OK OK OK OK OK O<h<15 5 OK OK OK OK OK OK OK NO N 4 OK OK OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OKNO 20 < h < 30 5 OK OK OK 10K OK OK NO NO NO 4 OK OK OK OK OK OK NO NO 30<h<40 5 OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK OK OK NO NO 40<h<50 5 OK OK OK OK OK NO NO NO N4OKOKOKOKOKOKNOENONO 50 < h < 60S OK OK OK OK OK NO NO Table A-2c: System No. 3 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 4 OK OK OK OK OK OK OK 0 < h < 15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OKT OK NO NO 4 OK OK OK OKK OK NO',, 20 < h < 30 5 OK OK OK OKK NO NO 4 OK OK OK OKK I OK NO 30 < h < 40 5 OK OK OK OKO NO NO 4 OK OK OK OK OK OK N0 40 < h < 50 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50 < h < 60 5 OK OK OK OK NO NO,' NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization 49503 Prepared by:. Robert Nieminen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 5 of 14 a TRINITY ERD TABLE A-3: 12-inch Span, J-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side J-Channel to Substrate Soffit to J-Channel Soffit Fascia Cap Max. Max. Max. Max. Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten space strate Fastener Space Fastener Space psq One (1) One min. 1'/.- Three (3) min. #8 x One (1) inch long xto min. Y. x Y.-%:-inch min. ''/.x 0.072-inch 48.0 4. 12 Wood inch crown 24" o.c. long x 16" o.c. Wood inch 8" o.c. diameter x min. 48" o.c. staples in a 3/8-inch crown Y.-inch head 64.2 diamond head staple diameter trim pattern diameter nail screw 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN OPEN RAFTER 3; ,,I `, SOFFIT STAPLE olsr DIAMOND PATTERNI DETAIL FACIA BOARD sir VETVEEHIUJSTAPLES j FASCIA CAP `\ 3/4" X 1/4" CROWN STAPLE -8. ON CENTERI—J-CHANNEL 1-3/4" TRIM NAZI screed ca safe=ic PAINTED S.S. 48" with ona(.t) 48 x 2i-' x 3/8" head O.C. diamernr screw, SOFFTT-max. 12-lnch span WOOD OR BLOCK SUBSTRATE 1-3/4' TRIM NAIL FACIA BOARD PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFM —' SOFFIT & FASCIA D ETAI L Table A-3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 200 4 OK OK OK OK OK OK OK OK OK OK 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 S OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK I OK OK OK OK 40<h<50 S 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 N0 NO NO Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nierninen, PE-59166 Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 6 of 14 Table A-3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 180 190 4 OK OK OK OK OK OK OK OK OK 0<h<IS 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK 15<h<20 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK NO 20<h<30 5 OK OK OK OK OK OK NO NO NO 4 OK OK OK OK OK OK OK NO NO 30<h<40 5 OK OK OK OK OK NO N0 NO NO 4 OK OK OK OK OK OK OK NO NO 40<h<50 5 OK OK OK OK OK NO NO NO NO 4 OK OK OK OK OK OK NO NO NO 50<h<60 5 OK OK OK OK OK NO NO NO NO Table A-3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 160 170 4 OK OK OK OK OK OK OK 0<h<15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15<h<20 5 OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK NO,`"d 5 OK OK OK OK OK N0 NO'- 4 OK OK OK OK OK OK NO 30<h<40 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK OK ENO-`, 5 OK OK OK OK NO N0 4 OK OK OK OK OK NO, NO_, , 50<h<60 5 OK OK OK OK NO NO NO . Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A13360.02.09-R2 for FL12194-112' Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page of 14 TABLE B-1: 16-inch Span, F-Channel (nailed to wood) & Fascia Wall Side F-Channel Cap Max. System Span Max. No. (inch) Substrate Fastener Spacing Substrate One (1) min. 3/8-inch head 5. 16 Wood diameter nail, 24" o.c. Wood min. 1.25-inch embedment TRINITY]TRINITY1 ERD Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing psf) One (1) min. 1'/<- inch long x 0.072- One (1) min. 3/8 inch diameter x 36'" o.c. 25.6 x 3/8-inch crown 16" o.c. min. 3/16-inch staple head diameter trim nail t4in. e:s:cicor ..._r.3 z:aas ,•; r.._ _-:e di c?: inc:+. SJs" eagageau:r.c (Eor ,__, r hi—k abc,;a. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL a' CJt.Ji. ai _C ` F STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1/4"-j T LPAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA D TAIL Table B-1a: System No. 5 Eave Height (ft) Exposure B Pressure Zone 4 Basic Wind Speed (mph) 110 120 130 OK OK OK 0 < h < 30 OK OK NO OK 5 30 < h <40 4 5 OK OK OK NO NO OK OK NO` 40 < In < 50 4 OK NO NO 5 OK OK OK NO NO NO50 < h < 60 5 Evaluation Report A13360.02.09-R2 for FL12194-R2. Exterior Research and Design, LLC. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization ff9503 Appendix 2, Page 8 of 14 Prepared by- Robert Nieminen, PE•59166 TRINITY#ERD TABLE B-2: 16-inch Span, F-Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. MDPMax. Max. System No. Span inch) Substrate Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. I%- One (1 ) min. One (( inch inch long x 0.072- Concrete diameter T-nail One (1) min. 3/8 x 3/8-inch crown 16" o.c. inch diameter x 36" o.c. 33.3 6. 16 or CMU or stub -nail, 24" o.c. Wood min. 3/16-inch block min.5/8-inch staple head diameter embedment trim nail en, agfz::q,anr.(`or aood 311103 _ 'Dr J. oi'`I GP I. :a. T-n_ai 1. D Sz. uZ: ria4 i L as FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) F" CHANNEL STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3 f 8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Evaluation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity ERD Revision 2: 06/23/2015 Certificate of Authorization k9503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE-59166 ERD Table B-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 4 OK OK OK OK OK 0 < h < 30 5 OK OK OK OK NO 4 OK OK OK OK NO 30<h<40 5 OK OK OK N0 N 4 OK OK OK OK NO 40 < h < 50 5 OK OK NO NO NO 4 OK OK OK OK NO 50 < h < 60 5 OK OK NO NQ NO Table B-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 0 < h < 15 5 OK OK NO NO 4 OK OK OK NO '. 15 < h < 20 5 OK OK NO NO 4 OK OK OK h < 30 5 NO 11 4 ENO30WN20h < 40 5 OKNO NO4NO40h < 50 5 NO 4 NO NO..:: , 50 < h < 60 5 NO NO NO . '. . NO Table B-2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 4 OK OK 0<h<15 5 OK NO . 4 OK OK 15<h<20 5 OK NO ,. 4 OK OK 20 < h < 30 5 NO NO 4 OK NO 5 NO NO30 <h < 40 4 OK NO 40 < h < 50 5 NO NO 4 OK NO.'... 50 < h < 60 5 NO NO Exterior Research and Resign, LLC. d/b/a Trinity Evaluation Report A13360.02.09-R2 for FE12194-R2ERDRevision2: 06/23/2015 Certificate of Authorization #9503 Appendix 2; Page 10 of 14 Prepared by: Robert Nieminen, PE-59166 TABLE B-3: 16-inch Span, F-Channel (stapled to wood) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Cap Max. MOP Max. Max. Max. System No. Span inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) Three (3) min. One (1) min. 1'/< x inch 7. One (1) min. %x inch long x 0.072- 27.0 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. '/.-inch head diameter trim nail pattern I I SOFFIT STAPLE 3/4' x 1J4' OPEN RAFTER STAPLESt' j DIAMOND PATTERN DETAIL CROWN STAPI,.ES. v' *+ STAPLES i USING A DIAMOND PATTERN FACIA BOARD f i FASCIA CAP I TRIM NAIL' F'"CHANNEL 3/4" x t /a' 9' ON CROWNIN"AIL CENTER tSTAPLE p1-3/4" CIA BOARD CPN BE PAINTED S.S. 48"FASCIAINSTALLEDWITHTHEO.C. X 1/4- NAILING FLANGE uP OR WN STAPLE DOWN SOFFT-max. span WOOD SUBSTRATE SOMT SOFFIT FASCIA D ETAI L Table'B-3a: System No. - Exposure B Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 150 160 4 OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK NO; NO 4 OK OK OK OK OK NO 30 < h < 40 5 OK OK OK NO NO NO 4 OK OK OK OK OK 40 < h <50 5 OK OK OK NO NO NO, , 4 OK OK OK OK NO',:., NO 50 < h < 60 5 OK OK OK NO N0 . NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2; Page 11 of 14 Prepared by: Robert Nieminen, PE-59166 t' - 11 ?, "\ Table B-3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK OK 0<h<15 5 OK OK OK NO 4 OK OK OK OK 15 < h < 20 5 OK OK NO NO 4 OK OK OK I NO 20 < h < 30 5 OK OK NO NO 4 OK OK OK NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK OK NO NO 50 < h < 60 5 OK NO NO NO Table 13-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 4 OK OK OK O<h<15 5 OK OK NO 4 OK OK ( OK 15 < h < 20 5 OK NO NO 4 OK OK NO 20 < h < 30 5 OK NO, NO 4 OK OK NO 30 < h < 40 5 OK NO NO 4 OK OK NO .. 40 < h < 50 5 NO NO NO 50 < h < 60 4 OK NO NO 5 NO NO NO . Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 12 of 14 TART I: R-A' 16-inch Soan. J-Channel (stapled to wood) & Fascia Cap Walt Side 1-Channel Max. System Span Max. No. inch) Substrate Fastener Spacing Three (3) min. x Y.-inch g, 16 Wood crown staples 24" o.c. in a diamond pattern 3/4 X 1/4 CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN Substrate Wood TRINITY S ERD Eave Side soffit Fascia Cap Max. MDP Fastener Fastener spacing psf) One (1) min. 1'/.- One (1) min. YA x inch long x 0.072- 23.5 inch crown 8" o.c. inch diameter x 49" o.c. 31.4 staple min. %-inch head diameter trim nail OPEN RAFTER KTVCCN SOFFIT STAPLE GIST : Ts T; DIAMOND PATTERN 1 DETAIL FACIA BOARD ' :T,wic:USNI NNNEL 1-3/4" TRIM NAIJ PAINTED S.S. 48" A.C. SOFFIT—ma:c. 16-inch sMan WOOD OR BLOCK SUBSTRATE FASCIA CAP 3/4" X 1/4" CROWN FACIA BOARD t —3/4" TRIM NAtI STAPLE '8" ON CENTER pgtNTEG S.S. FASCIA CAP 3/4" X 1/4" I CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table B-4a: System No. S Exposure B Basic Wind Speed (mph) u Eave Height(ft) Pressure Zone 110 120 130 140 150 q OK OK OK OK OK 0<h<30 OK OK OK NO' NO 5 OK OK 30 < h < 40 4 OK OK OK NO NO 5 OK OK OK OK N0 .,... 40 < h < 50 4 OK OK NO NO NO, 5 OK OK OK NO NO. 50 < h < 60 4 OK OK NO NO NO 5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360,02.09-R2 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 13 of 14 Table B-4b: System No. 8 - Exposure C Eave Height(ft) Pressure Zone 0<h<15 4 5 15<h<20 4 5 20<h<30 4 5 30<h<40 4 5 40<h<50 4 5 50<h<60 4 5 TRINITY; EKU Basic Wind Speed (mph) 130 110 120 CK OK OK NO OK OK OK OK OK NO OK NO NO OK OK NO OK NO NO OK OK NO OK NO NO OK OK NO NO NO NO ' OK NO NO NO NO Table 8-4c: System No. 8 - Exposure D Eave Height (ft) Pressure Zone 0<h<15 4 5 15<h<20 4 5 20<h<30 4 5 30<h<40 4 5 40<h<50 4 5 50<h<60 4 5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Basic Wind Speed mph) 110 120 OK OK OK NO OK OK NO NO OK NO, NO NO . OK NO NO NO NO ' . OK NO NO OK NO ., NO NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 14 of 14 2/15/2017 Florida Building Code Online e. BCIS Home Log In user Registration Hot Topics Submit Surcharge Slats 3 Facts Publications FBC Staff BCIS Site Map Links Search bF! c' 1{ fill ProductApproval USER: Public User Prod:.irt aoomval Meru > ^:odoct ar " clirari > 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 FL10124 R19 COI 2016 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTNI D3462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By https;//www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d%3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge I asphalt shingles Limits of Use I Installation Instructions Approved for use in HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.pdf 1 Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt j Shingles FL10124-R19.pdf Created by Independent Third Party: Yes aa k !ve:<t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email 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(.l), 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 r 455, F.S., please, click here . Product Approva l Accepts: 0 Rai AN E R E Credit Card Safe https://www.floridabuilding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d`/`3d 212 EXTERIOR RESEARCH & DESIGN, LLC. lz, Certificate of Authorization Jl9503 353 CHRISTIAN STREET, UNIT#13 l VwiTRl1. 1 1C D OXFORD, CT 06478 PHONE: (203) 262-9245 FAX. {203)262-9243 EVALUATION REPORT _ GAF Evaluation Report 01506.01.08-R1 1 Campus Drive FL10124 R15 Parsippany, N1 07054 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 5th 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 "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 one 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 t t4itlf fll,Ill r. 1 •a The facsimile sea!appeadng was authorized 6y RobertNieminen, P. E. on 03/31/2015. Thu does not serve es in electmn11311• signed hueutta` document. 5i=ned, sealed hardwD!es have bean trarsm!¢ed to the Product Approval Administrator and to t be named client CERTIFICATION of INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates, 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4.. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. J TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, A905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM 07158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TA5 107 1995 3. REFERENCES: Entity GAF (PDM 1915) PRI (TST5878) PRI (TST5878) PRI (TS75878) U L (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1'/40) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 17401 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 17401 UL (TST 17401 UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL(TST 1740) U L (TST 1740) U L (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740). UL (TST 1740) UL(TST 1740) Exterior Research and Design, I.I.C. Certificate of Authorization N9503 Examination Letter of Equivalency ASTM 03462 ASTM D3462 Wind Driven Rain ASTM 03462 ASTM D3462 TAS 107 ASTM D3462 ASTM D3161, TAS 107 ASTM D3161 ASTM D3462 ASTM D3161, TAS 107 ASTM D3161, TAS 107 ASTM 03161 ASTM D3462 ASTM D3462 ASTM 03161 ASTM D3161 ASTM D3462 ASTM 03161 ASTM D3462 ASTM D3161 ASTM D3161, D3462 ASTM D3161, 03462 ASTIVI D3161, D3462 ASTPA 03462 ASTM D3161, D3462 ASTM D3161 ASTM D3161 ASTM D3161 ASTM D3161, D3462 ASTM 03161, D7158, D3462 ASTM D3161, D3462 ASTM 03161, D3462 ASTM D3161, D3462 ASTM D3161, D7158, D3462 ASTM C3161, D7158, D3462 ASTM 03161, D7158, D3462 ASTM 03161, 07158, D3462 ASTM D3462 ASTM D3462 ASTMM D3161, 07158, D3462 ASTM D3161, D7158, D3462 ASTM 03161, D71S8, D3462 Reference Seal -A -Ridge Impact Resistant IR GAF-059.02-01 GAF-080-02-01 GAF-407.02.01 93NK6295 99NK43835 94NK9632 01NK06632 01NK9226 O1NK37122 01NK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK13850 04NK13950 04NK30546 04NK22009 04NK22OC9 05NK27924 05NK27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA41095 07NK05228 06CA31611 06CA61148 07CA31742 08CAC6100 07CA55908 09CA10592 09CA06856 09NK06647 09CA27281 10CA35S54 10CA13686 JOCA07264 10CA11953 10NK11951 IONK1M070 OBCA06100 Date 01/1312012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/20C1 OS/21/20C1 12/18/20C1 12/19/2001 04/10/2002 09/09/2002 03/11/2003 10/17/2003 06/07/2004 06/23/2004 03/10/2CO5 05/06/2CU5 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2006 10/18/2006 12/O1/2CO6 12/27/2006 03/13/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2003 04/01/2008 03/26/2009 OS/15/2C09 08/01/2009 08/27/2009 03/05/2010 05/15/2010 05/27/2010 10/29/2010 10/30/20-'0 11/04/2010 01/30/2010 Evaluation Report 01506.01.08-R37 FL10124-RlS Revision 17: 03/31/201S Page 2 of 5 J TRIM-Pf ERD gnifty Examination Reference Date UL (TST 1740) ASTM D3161, D7158, D3462 10CAS3934 03/31/2011 UL (TST 1740) ASTM 03151, D7158, D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, D3a62 12CA58151 02/15/2013 UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/20i3 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 UL, I.I.C. (QUA 9525) Quality Control Inspection Report, R21, Myerstown, PA 02/C6/2015 UL, I.I.C. (QUA 9625) Quality Controi Inspection Report, R21, Tuscaloosa, AL 02/20/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 02/19/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 01/05/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL, I.I.C. (QUA 96251 Quality Control Inspection Report, R21, 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 02/11/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 03/05/2015 UL, LLC. (QUA 9625) Quality Control inspection Report, RZl, Dallas, TX 02/25/2015 UL, LLC. (QUA 9625) 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 DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Marquis° WeatherMax', Royal Sovereign' and Sentinel" are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot®, Camelot' II, Country Mansion" 11, Grand Canyon,", Grand Sequoiaa, Grand 5equoia'a IR, Monaco°, Sienna', Timberline American Harvest"', Timberline' ArmorShield" II, Timberline' Natural Shadow"', Timberline HDI, Timberline" Cool Series, Timberline Ultra HDg and Woodland° are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline' is a fiberglass reinforced 5-tab asphalt roof shingle. 4.2 Hio & Ridge Shingles: 4.2.1 Seal -A -Ridge'° Ridge Cap Shingles, Seal-A-Ridgeo 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-Starttl9 Starter Strip Shingles and WeatherBlocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically forthat 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: S.4.1 The GAF asphalt shingles noted in Section 4:1 are Classified in accordance with FBC Tables 1507.2.7.1 and 11905Z15.1 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,k =194 mph), Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,sd = 150 mph V k =194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, I.L.C. Evaluation Report 01506.01.08-1117 Certificate ojAuthorization #9503 FL10124-R15 Revision 17: 03/31/2015 Page 3 of 5 t Tli l I 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 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pr0•5tart Starter Strip Shingles and Weather8locker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle, 9 Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Henkel "Loctite PL 530 Roof & Flashing Sealant". i t.5' Sealant 1n (2921 1' Sollante I mm) (In) Enduit d6tanchM6 12 s Nail clavo 6 58" - 7 5i8- Clauor 168. 194 mm) 12' 306 mm) Exterior Research and Design, LLC. Evaluation Report 01506.01.08•1117 Certificate ojAuthorization #9503 FL10124-R35 Revision 17: 03/31/2015 Page 4 of 5 IfF TRINITY i 1 6.4,2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NPl Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. aroo 25lnrrnj '3rtiniV rduitd'ctnrcfi"4t s ts- 3 Nail 17, 02-12 ti,IC33r`.Eit7 di;cr 9' 229 I'm f 2' y=r.S i n?l 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 CA entity for information or. which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: U L LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R17 Certificate of Authorization #9503 FL10124-R35 Revision 17: 03/31/2015 Page 5 of 5 a. » 2/15/2017 Florida Building Code Online k ` a • pR+. _k C eq C} .,. ." " 4 I : Y i.....us.:«muf i..._ BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats 3 Facts Publications FBC Staff BCIS Site Map Links Search Updblwlt AD411 Product Approval USER: Public User Produce nooroval h:enu > Pron_,;r c or aoolhc>tior, S-anrn > •opliration !_ + > Application Detail i^ x P FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE e 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.pdf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 https://www.floridabuilding.orgiprlpr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 112 R 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use Installation Instructions FL15215 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2,pdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes e Evaluation Reports i FL15216 R2 AE 2015 04 FINAL ER INTEWNRAP RHINOROOF FL15216- R2.Ddf Created by Independent Third Party: Yes Sack :t.=,c_ Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-L824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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: 7rc Credit Card Safe https:llwww.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%a3d 212 EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance:02/17/2012 Revision 2: 04/27/2015 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the S`h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 J,`•`.7.'a `"`, The facsimile seat appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. this does not serve as an electronically signed document: Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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. 5. 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'. rr • ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, TiS07.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: 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 Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type 11 felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained 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: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with 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. Evaluation Report 140510.02.12-R2 Certificate of Authorization N9503 FL1S216-R2 Revision 2: 04/Z7/2015 Page 2 of 3 TRINI-ry 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 CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock. Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 t f 2/15/2017 Florida Building Code Online a„ 411, o BQS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS S,tc Map Links Search it Product Approval i USER: Public User Pmduct Aporo A31 .,,Ien,, > C 'a n 1 inn r.: > _, 1 > Application Detail My FL# FL16568-RI 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. Urich, PE 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 CertOfindep.odf 1709.2 https:/lwww.floridabuilding.orgiprlpr_app dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUFt14vGKu5UrT5vfviEPb8idbgiEG9GRM%2fuw%3d%3d 112 L](li.'7E.i rm Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 2 Option B Summaryof Products E FL # ! Model, Number or Name 03/ 02/2015 03/ 02/2015 03/ 05/2015 04/ 15/2015 Description 16568. 1 j "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 R1 II 01 MMI-2 OffRidgeVent-ASTi+lE330- i Approved for use outside HVHZ: Yes Steel EVALREPORT.pdf i 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 j instructions as a supplemental guide, FL16568 R1 AE 01 MMI-2 OffRidgeVent-ASTME330- Steel EVALREPORT.pdf Created by Independent Third Party: Yes i 16568. 2 MMI-2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6`, 8' 10' Nominal Lengths I Limits of Use Installation Instructions 3 Approved for use in HVHZ: No FL16568 R1 II 02 MMI-2B OffRidoeVent-TAS Approved for use outside HVHZ: Yes 1100 EVALREPORT.odf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A j #31242 j 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. I FL16568 R1 AE 02 MMI-2B OffRidgeVent-TAS i100 EVALREPORT.odf I j Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road- Tallahassee FL 32399 Phone,. 850-487-1824 The State of Florida is an AA/EEO employer. Copynoht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement r.. 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 withthe 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: Credit Care! Safe https: llwww. floridabuilding.orglpr/pr app—dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPb8ldbgiEG9GRM%2fuw%3d%3d 212 MEN Specfaftj Structural Englnek=rinq 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 kcw. E3tttrbnk. ka1 £or CI«ttbbc.UabmutN iltll t(Pt1J 1! 4\ti.i: Sic •' ,} No 31242 Cr Q S' T ;O ` PSs/OfVA` 4 tf tltPP4i t1\ i tligttafhl. Si3ned bv. fames t. 6uek.nrt. 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 CSUCK Engineering Report No.: 15-104-MM2-St0Rv-ER_14 Page 2 of 7 SpeK—_1c51N Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 3 of 7 Spe =Jaity Structural Englneeding CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and o Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". Ootion for aonlication 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 #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 4 of 7 Speclalty Structural Enginperinq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A6S3 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1S06.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 RS j Date: 2 / 26 / 15 S o r=n Inie" i " Page Report No.: 1S-104- 7 MM2-StORV-ER_14 Speaclaity Structural! EncWneea'Irig CBUCK, Inc. Certificate of Authorization a8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 } Speda1N SiTuctural 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. i 5-1/2" Profile Drawings 18-1/4" 12" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER_14 Page 7 of 7 5pPcic5WW Structural Engineering CBUCK Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fasteners) 11 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft. 6 Ft. eoO rS` Se 8 Ft. e 10 Ft. 24° • 4Ir2 Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws r 2/15/2017 Florida Building Code Online s asr,s7 k F" eCiS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search j rs, L a d pi ' lProduct Approval USER: Public User Pr , id Aooroaai Me".0 > , c i " or hr. -^.n i > norl a i > Application Detail 73 m ti a 7 FL # FL2197 RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MiTek Industries, Inc. Address/ Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mii. com Authorized Signature. David Wert david. c.wert@mii.com Technical Representative David Wert Address/ Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii. com Quality Assurance Representative David Wert Address/ Phone/Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mii. com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2017 Validated By CC Evaluation Service, LLC. Certificate of Independence FL2197 R5 COI Certificate of independence for Evaluation.odf Referenced Standard and Year (of Standard) Standard Year ANSI/ TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https:/ fwww.lordabuilding.org(pr/pP app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkfH%o2bN%2b%2biPE5kg9cYXWMe624rEo%3d 1/3 r A 2/15/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option C 06/11/2015 06/30/2015 07/05/2015 i FL # Model, Number or Name Description 2197.1 M18SHS 18 ga. super high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2t97 R5 II Installation ESR-1988 A002011.pdf Approved for use outside HVHZ: Yes i Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A I Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental ( FL2197 R5 AE ESR-1988.odf for the Florida Building Code 2197.2 ' MII 16 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental for the Florida Building Code 2197.3 i MT18HS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code 2197,4 j MT20 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code 16 ga. truss connector plate Installation Instructions FL2197 RS If InstallationESR-1311 Nov2011.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 RS AE ESR-1311.1)df 18 ga. high strength truss connector plate Installation Instructions FL2197 R5 II InstallationESR-1988 Aofil201I.Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R5 AE ESR-1988.odf 20 ga. truss connector plate Installation Instructions FL2197 R5 II InstallationESR-1983 Aol-02011.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R5 AE ESR-1988.odf 2197.5 ; MT20HS 20 ga. high strength truss connector plate Limits of Use j Installation Instructions i Approved for use in HVHZ: Yes FL2197 R5 II InstallationESR-1311 Nov2011,odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports 1 Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 R5 AE ESR-1311.edf for the Florida Building Code. Bact1 1. 1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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: https://www.floridabuildirvg.orgtprlpr ppp dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEo%3d 213 r Y 2/15/2017 Florida Building Code Online Credit Card Safe https://www.floridabuilding.org/prlpr app otl.aspx?param=wGEVXQwtDgvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEo%3d 313 Excerpt from ICC-ES ESR-1988, Revised April 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. 2/15/2017 Florida Building Code Online A/,SiiY[ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBc Staff BCIS Site Map Links Search :.. b ar m Product Approval ra + USER: Public User r, Product Approval Menu of 1L'pliCa i'IQr! Search > Acplicat;on Lr;t > Application Detail t a pia° FL # FL1644-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Boise Engineered Wood Products PO Box 2400 White City, OR 97503 541) 826-0200 Ext 278 roberttaylor@bc.com Robert Taylor roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@bc.com Structural Components Engineered Lumber Evaluation Report from a Product Evaluation Entity CC Evaluation Service, LLC APA - The Engineered Wood Association 01/01/2035 APA - The Engineered Wood Association FL1644 R4 COI Certificate of Independence,odf Standard ASTM D 5456 Year 2009 httpsillwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvXaHHDwAAybygelFbcyUOC%2fERNVSeXIEM%3d 1/2 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 05/06/2015 Date Validated 05/27/2015 Date Pending FBC Approval Date Approved 06/02/2015 Summary of Products FL # Model, Number or Name Description 1644.1 Versa -Lam Laminated Veneer Lumber Limits of Use — — Installation Instructions Approved for use in HVHZ: No ; FL1644 R4 II east install complete full size.pdf_ Approved for use outside HVHZ: Yes Verified By: W Gary Dunn 77277 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A 'Evaluation Reports Other: Floor, Roof, and Wall Framing FL1644 R4 AE ESR-1040.pdf Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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: W RAN E M Credit Card Safe https://www.floridabuilding.orglpr/Ix_app dtl.aspx?param=wGEVXQwtDgvXaHHDwAAyby9elFbcyUOC%2fERNVSeXIEM%3d i 212 sawRei"oftm Load qP iJ1 11MVPf data ry7 acil. J.— ae a Ca wee T--AsTTEP!NM Lifetime G—rantead Quality a Parlomance J3-e Ca-d-wa-,,-tBC! - J-Z. VERSA4,AW, 1,10 ALLJqISI'V d tv-0y "ilh 40" t, d 1—. ,- AedL -4 "d —.h,, M — hsIs r".. blit. . 1 Boise Cascade EVmeer&d Klxd AodtAds I, dad y e a ro 9 anh atlo pe —IOUs —l`avi,c—ja—,- 161 E VER4AfAM y At LIQ payma de ww—t .., el —.l3c.wp—,. O is' Awasi enWits VEii 2/15/2017 Florida Building Code Online 7" - - - r y SCIS Home Log In User Registration Hot topics Submit Surcharge Slats & =acts Publications F8C Staff BCIS Site Map Links Search db'.-,Ir , 1 Product Approval USER: Public User Prodw-t Aaoroval Meru > o, >r:+rch > A2pR7.3oo- L -t > Application Detail tru FL # FL158-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By CAST-CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year AC1318 2011 AC1530 2011 Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https://www.floridabui lding.org/pr/pr_app_otl.aspx?param=wGEVXQwtDquegl%2bT71%2fF 192gnRzH Nulcgi5pgLXkU6g%3d 112 2/15/2017 Florida Building Code Online Date Validated 05/06/2016 Date Pending FBC Approval Date Approved 05/06/2016 Summary of Products FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R8 C CAC I1\I0A 14-0903.03.odF Approved for use outside HVHZ: Yes FL158 RS C CAC NOA 16-0126.03.odf Impact Resistant: N/A j Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe I Installation Instructions load FL158 R8 II NOA 14-0903.03.odf FL158 R8 II NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ! Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do 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(l), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which 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 https:/twww.Floridabuilcing.org/pr/pr app dtl.aspx?param=wGEVXQwtDquegl%2bT71%2fF192gnRzHNulcgj5pgLXkU6g%3d 2/2 4,eTe HIGH STRENGTH PRECAST AND — w 4W PRESTRESSED CONCRETE LINTELS m Uwfug Trr WmR IT' Al LI 11D$ L '- J BESTlUtiFO-LINIU-REM-QRCINfi-SAGE-UURICATION MODEL 7/32"0 BAR-, STIRRUPS 7 TYPE A7snRRUPs yaL 7/32"0 BAR M STIRRUPS 1 /4" - 8LjjAaLEL;Sr' l 16 1 4 1, L j UNTI'l STIRRU _PETAI. STIRRUP DETAILS I-E. -4. 5 0IT: PRL Al ._Q-_QNjQLA" PRr-CASTNL.2 R!U$ _QQPR Q_-LINTEL PRESTRESSED U-LINTEL DATA I'ABLE II" PRECAST_ -LINTEL....GATA TABLE GENERAL NOTES: A " STEEL " C " NO. OFLINTELVOffACWyallfNo. 1111 WC I SPACINGSIZEYSIIRRUVS 14Le Vi ii- -J54-2 773!BAR v-3" R -6" 4 0 %'- 9 0.140 567 . D L2 BAR _ lv_3 IEI AN 15 -2- 4 0 3'-2 17'-4" 0.158 G 9_' 7 32 CAR BAR T7 --2 A a 5'-a*' J7 --4 —001176 .213 , 32 CAR v-i"_ 7/M OAR W-l' 4-6 .'- 2' 9213 71'-4" 0.194 787 7 32 BAR '-2- 0 3'-B 3/4' 10 I 7/32 GAR 21 5 ,:d- 22'-0" 0,2n 00 BIT 7 32 BAR 1 "10 3/8' p,x -fi o 7/32 OAR 21'-W 5 0 3' 10 1 885 7/32 ' 24'-O'll 0.219 BAR TO 0 4'-3 1/8"lo 8" PRECAST W 2 " R CESS DOOR U-LINTEL Q T DATATABLEi L NJEIOVERALL LENUT RECESSINGIli Y I u litLGI -TOM: l 1L P L-a II 4'_-4- 3'- 0' I.C36 ll All FLq-10 Q0 Nt_ ITORE.' PAID, 3'-10' 4 4 - 0 1 T, _-_A.'. 0047 go 7--u m 6 10 4 - 0. 047 T9fo 7132 N A r 6.0- 5 4 2T9S4-Rre7•k REOXR #3 REGAN 6Aoll _011 CC 243j. 515 j4 ROAR RLW 13 BEGAN 0OAR 6 19 - N/A 2'- 0' 6 a 8'- 0" 9-15" 8'-4" 0,076 LINIEL SIZE V% UMEWEIGHT_—i FS TP— T--- LENO 1r E1. 11liki O,032 126 1.5 REHAB 3*-S" I-F- 7/AZ FIAR. 3'-2" YLjk, I:Mqo 4'-0 0. 037 14 CE_8rR 7/32 13AR N/A 4__ 0.041 152 ji-REBAR i"775- 0.64f 19 j7SVLOAR 5 =3' 7/32 BAR 5 -C' H/A 5, -1 o" 0 =10KR: 7/32 BAR 6'-i H A 6 7'-6- 234 4 REBAR W-S" o.oaq Cj._ 0_ad2ECARAj IZ32 _11. V _ 9L L3 REBAR7' TO 33 4 DEBAR 9- 3" 378 RFRAR lo'-s" AV_V 1l 4r0, 096 O,,, T04 Itl 432 480 f4RE A' 11- 3 03 ll'--O" S' 5 RED 5 BE A . R 11 -11 1 _7 7— T_al 13'-3" 13' B 0.129 504 REBAR i-Il 3 03 o"I a 1. R INFQTLCING STIIL; '/.I - - 1- • AND 05 REGO GRADE 60 ASTIA AG I S.. ;CH KOUIRED IS COUNTEO STARIIH;'W EACH DIAVEICR 270XSI LOW -RELAXATION PRESTRESSING ENO or THE FEWWOMING CALF; Top EXAMPLE SHIAND ASIN A419. 1.0, or STIRRUPS = 4. INCH THE STRENGTHS: 6000 PSI FOR 8' KINTIM.ING CAGE MODEL $110- 1 2 STINALIPS S ROM CACH ENO. A : PRESTRESSED LINTELS;4WO PSIFOR L PRECAST a INCH LJKIEL5. 6. 2.5 POUNDS vr PoLynopywa mcnLrex CU.Yu. vr CONCINCIE NAY IN: USED IN TO J. INITIAL PRESTRESS FORCE = 0. 70 A 4t;. IN' PRE31ILLSSED L14ILL rB,Nf,WI"G CA09 4. STRIPPING S7P HOTH: TOESTRIESSCO To asist tirriNa Amn NAwGLNI0 FORCES. t 111'a I]')"] I 0 CRAIG PARRINO IT, 0' gj)_ 6324 CR 579 THIS PRO RICIARY INFORMATION IS PROVIDED FOR PRODUCT APPR.YAl. IF IS ON PROTCCII:U BY COPYRIGHT LAWSAMUCANNOTBEIREPROOLICIA) SEFFNER. FL 33584 0 o,#kl WITHOUT 714E PRIOR WIVITEN CONSENTorCASF-CRETE USA, INC. FL, P.E. LIC. NO, 44756 610 9T REVISION CA I I filic.. CAST-CRETE 8" LINTEL FABRICATION DETAILS VISION ONE I Q 9MI:V.Ilr.R OF cl-2 'fil OA. o s`oi-i_iA __TT To 4r.. 01 TO Scl OR "H LXJ - u _lQPqfN CRAG PAIR - POI P.C. AlGa HUD 44156 I-i-A R,. FD3 WET I Of 3 A DATE: 06107/98 1CP.FCKFO BY: -CRAL RE ISI06L_L A SAFE GRAVITY LOADS FOR 8" PRECAST PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST 8 PRESTRESSED FOR U•LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST PRESTRESSED U-LINTELS cwrr Cqa ro' SAFE LOAD POUNDS PER LINEAR FOOT cwss•cg4rre' SAFP TOAD J1pR• SAFE LOAD POUNDS PER LINEAR FOOT TYpE LENGTH --- v_, 8[18 tll'8.Ofl Qf12-08 arB-1N fiF12-IR 8Ft6.08 8f16-18 8F20-OD BF2P 10 Bf21-08 8f24-10 af28-oft 7R af32.-os 8F32-10 TYPE LENGTH -. SIDS 8F8 RCMU TYpE LENGTH '--•--._..._ 8E8-IT Hr8-2T W12-II BF 71 Bf16-If 8F'16-21 Af20-li 8f20-2r 8f14-TT 8F2n-2r Of28-1'r 8F28-21 W42-11 8e3241 3'-6" (h2") PRECAST 4'-0" (h8") PRECASf 2231 Sn69 3719 5163 66U7 81354 8,Ri 9502 W951 S-G" (42") PRECAST 1025 1024 1598 S-6" (42-1 PRECASI' 1569 2655 3524 4394 5263 6132 7001 3069 4605 6113 1547 89%4 10394 11609 1569 2655 3524 4394 5263 6132 7001 6079 1966 2561 2751 3820 4890 5961 70.4 8101 4'-0'• (h8") PRECASI n'--6` (54"j PRECAST 765 592 63 591 1:509 1073 h'-0' (48") PRECAST 1363_ 2305_ 3060 3815 4510 5325 2693 4605 6113 7547 89/4 10304 11809 1364 2YJ5 3060 915 4570 5325 6079 4'--6•' 54" PRECASI 1599 969 2t10 7931 3753 4576 5400 622a h -6' (54') PRECAST 1207 2040 270% 3375 4043 4711 5379 2189._._.,..-4375 6113 7547 8672 10294 11809 1207 2040 2!0'I 33/5 4U43 4711 5379 64" PRECASI 12t7 1062 9U8 1349 1663 I I05 14.30 1999 7560 3123 3686 4249 5'-4" (64") PRECAST 411 111 745 4" (61') PRECAST 1016F1407 22'16, 2838___3399,-_ 4522 3C90 1173 5365 Ifi:11 7547 x 2fN0 7342p,; 2549 6036ps1 8733p1p 3(109 101Y/x 3470 1016 2276 2838 3399 3961 3961 4522 5 10"(70") PRECAST 5'-10"(70") PRECASI' 340 339 616 i-7G"(70') PRECAST 909 208 p 259 3)071g J62Ui 4133 r 1451 12sa,_2m 2622 43G0 3480 71C81, 8328 a 2080 2593 316/ 3620 4133 78" PRECASI J031 3707 7181pj 3B3 5051 6'-.6' (78'} PRECASI' 507 721 490 6'--6" (78') PRECAST1238 929 n 1B6_ x 232910 2790(a 3%510, 3/12(ul( 177 3480 S3B1 2205 8360 10394(r4 8825(„1 035 1868 2329 2790 3251 3712 7 -6' (9D") PRECAST 43 lUlt 17202632L. 2698 3191 3G85 7'-G" (90") PRECAST 424 534 3G3 T-6" (901 PRECAST 27 , 1 16?. n 2025 , 2426 2B7/ 1011 1729 2661 3898 56a1 8467p4 2818 6472 ("; 3302 727 1224 161.4 2075 2426 1" 2827 3228 g'..4' (112") PRECAST 5-94 699 1160 1625 2564 3486 9'-4" (112") PRECASI" 326 512 2,50 9'--4" (119.1 PRECAST 591 7081s_ 1136tx 1474 ,1 1915 2157(H 25001p 752 1.7,45 1843 2564 3485 4705(A 6J90pr, 10'-6" 176" PRECAST I1'-4"(136")PRECP.ST 415 53'i 890 __-1247 2093 T/% 2163 2536 10'-6"(126') PRECASI 284 401 1130 10'-6"(126') PRECAST 530 575tl!-_916pr 11PAtu. 1461(i I%3G(s,..20t1(x 7.055 234664310ti2153320012/81 3653(y; 4754,,, 530 695 504 p, 1180 p, 8001y, 1412 , 1(1J%(ul 1763 362 582 945 1366 1846846-- 2423 3127 5006 11'-4"(136')PRECAST 260 452 154 ll'-4"(136' PRECASI 4N 1274 1513 1753 p0 582 945 1366 1846 242J J127 4006 494 607 1042014 IJ12 p, 1643 I, 19I5p) 2187 > 12'-0"(144")PRECAST 33/ 540 540___-B%3 873 1254 1684 2193 2805 3552 12'—o"(1nn')PP,Ec:Asr 244 402 1ST 12'--0"(144'PRECAST 470 +6 458 x 774 [n1 9.18 p,7 1369 1585 u I%5A 1684---2193 2BU5 3552 470 550 940 ^h 1.f072 1153(ul I56005604- I818(nl 2075,w 13'--4"(160") PRECAST PRECAST 296 1428 1838 376 2883 1:S' 4' (160') PRECAST 217 324 110 13'-4' (IfiO`) PRECAST SN6S'_'). 60%(r,) BS p,l 964( 1143 „ 1323 tut 1428 1838 131fi 2883 4G0 80 7 I159 p, 14181 )_I66 x 1897 , 279 1326 I60'I 2127 2630 14'..0(168) PRECAST 20Fi 7.93 100 lh'-0"(168") PRECAST 358 ur, 560(_4 24 889 , 1054 x• 122014'-0"(168") 1J26 1G9% 2127 2630 425 717 1063n 135d r1 15B2p18Li14--8" 116") PRESTRESSED NR k4 I-- NR NR NR Nrs 11' 8" (17G) PRESiRESSED N.R. 7.84 91 14' 8' (176"} PRESTRESSED r12 334 Nt 520 6'72 ,3 B%5 (__ 978 (rl n31> 1902 1245 2517 2712 395 663 980 p 1668 u, PRESTRESSED N.R. RR NR NR NR 15'-h" iR1' PRESTRESSED N.R. 259 83 15'-1"(I84') P321[$IRESSP:D 313 368 48G 616 , 627 008 to 76915'-4"(184") 12.40(u 1460(1, 1'/33 2osa 1320 2513 1T-4"(208") PRESTRESSED N.R. NR NR Nit NR NR NR 1849 FOt 2017 17'-4"(208") PRESTRESSED N.R. 194 64 17'-4"(208") I RFS1RESSED 187 263„Im 4 40', 521 2 GJ8 (n 56.,hq En 300 548 950 NR 1376 NR 1609 t92 3C6 NO x 1005 127)„ 8%3 14%3 19'-4" (232") PRESTRESSED N.R. NR SR 6_...__._.._._._-._ Nit NR NK 19'-<"(232")PRF.STRESSEO N.R. 148 52 IT-4"(232")In2E$TRLSSED 62 L..__-.._(J 166 229 rq 263 3-0tl x 429 t 44% 0'l3 pp 54) x 841 tr1, 647 f??l._-....I. 1059-1227 I-I 4% x1 92354%0 7!i0 103/ NK 1282 Nfl 1615 1'/tG 71'-4" (256") PRESTRESSEO 3" (264") PRESTRESSED N.R. NR NR NR NO N12 2I'-4" (256") PRE. TRESSED 72 -,0" 2G-0" PRESTRESSkD N.R. 125 42 21'-4" (256") PRESTRESSED u2 2a x% „ LI 14 4aD „ 56e „ 655 IBO 340 598 845 I1N 1159 U6B 142 232 3'/J 395 53% a 21_(ps 9 5_t%11 10461,g NA. NR NN- NR NR NN NK NR N.R. IIG 40 22'- 0" 264 PRESTRESSED 137 1y71x1 29' 4G2 p 688(t 546 p, B63 (yl_ 630 vn 999_W) 165 315 550 784 1047 I'Ltl5 1399 137 223 358 3iB_yq 513 t,4 24'-U" (288") 1 RLSII2E SSF.D N•R, NR NR NR NR NR NN_- Nft 24'-0" (288") 1 RFSitti'SSED N.R.J 1 33 2n'-0" (288') PRESTRESSED 267 342 L 41G [i 492 (E7 71-5GD,t 129 250 450 G54 884 092 i722 124 _,_.-:179 74 7 0% ls ( S 455x 606 , 757 D4L_ 876 u HE NUMBERS IN PARENTHESIS ARE PERCENI-REDUCTIONS FOR GRAUE 40 SEE Cf.NE.RAI, NOTE. NO. 18 ON SIIEET 3 0E 3. uj lll, ia J9NrJ;RENTI ms ARE PERCENT REDUCTIONS FOR GRADE 40 lflD ADDED REBAR. SEE GENERAI. NOTE NO. 4 ON SHEEP 3 Ol, 3. . E, E GENERAL NOW NO, 4 ON SHEET 3 Of 3. G LENS " i'12< lf?1r('1' KF:1'I'llil ) ll,,ii; 14 O 6%K = lr (;•'t?' ills l 1"4. is r"• pov,.cN„!'..: ... fl TE F CRAIGPARRINO OT '• C O•• i'dIP•Ittl);vf<P!M1!f!irl L'::,il„j SEFFNER. FL33584 -4- -' _•`^"' SEE GENERAL NOTES - SHEET 3 OF 3 s '' .` FL. P.E.LIC.N0.44756 tt0 0Y --'--- REVISION A J S J AC J4C th mCP. G G 1, REVISION NUMBER ONE R CESS--, TYPE DESIGN 1LppN 11 -4TfiRU_t —O' GENFR N A --- — - CE 1 08 96 2/30/ 9. Ii G6 - 9._ Q$3 AEAl14F.1( (» Jr. N- I r 11 I - p;'y" p . k lzeW 1, ( 11j1414a ItlE: CAST— CRETE 8" LINTEL FABRICATION DETAILS FKC HAVE: 065UD2-14 DRAWN BY: CRAIG PAR.iIXO, P.E.. RED. 90. 44736 CHEC:(CO By..CRAIG PAA9040, P.E. - REG. N0. 44756 SCALE: NET 10 SCALE WIC 06/ 07/96 ORA%4N0 Nw TD8 511[[I 2 Of 3 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS V_"4Cs e" TYPE LENGTH' " `_ SAFE LOAD - POUNDS PER LINEAR FOOT 8RF6-OA 8ftP 10-Oil 8Ri 14-OB SNh18-OB &i122-00 81tF26-Oli RI F30-00 8RU6 881`6 48 MO-.18 8RF14-1111118-111 ARf72-18 6Rr16-18 -30-11 4'-4" (52") PRECAST 1635 1749 37Fur 3290 4349 6493 7567 1891 3699 5208 6639 5421 8U60 9479 10893 4'-6" (54') PRECAST 1194 1596 3063 2992 3968 4946 5924 1756 3699 5206 6539 8060 9479 5904 _ 10893 5'--8" (68") PRECAST 866 920 MO 1716 2277- 2839- 3402 3966 1167 - w2481 4567 6389 80604. 79170 931 11,,, PRECAST 810 859_ 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 po7 8060(a 4020, A7061e 6'-8" (80") PRECAST 797 901 825 5048_ 7747 9448 7360 901 1825 3120 312U 504A 79t5 9479 1099 7'--6" (90') PRECAST 9' -8" lib" PRECAST 669 755 1490 2459 3116 5743 7239 5623 55 1490 2459 3716 5743 899tlp, lOtl9:1(v_ 411 466 990 1 568 2523 3129 4C91 3146 1 526 999 1568 2253 3129 4150 SAFE LATERAL LOADS FOR 8" PRECAST w% 2" RFCFRS T1011R [!.1 INTFI R AA9rnL Ha" SAFE LOAD PLF LENGTH_ `""_-- TYPE 8RU6 8Rf-6 RLMU 52") PRECAST 758 757 1164 4'- 6" (54") PRECAST 694 693 1073 5'- 8" (68") PRECAST 408 407 655 5'- 10"(70") PRECAST 382 381 616 6'- 8"-(80") PRECAST 59S 788 464 6" ( 90") PRECAST 509 fi74 490 363 214 9'-8" (116") PRECAST 370 k) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 '' SEE GENERN. NOTE 18 HELL, ADULU RENAR. SEE GENERAL. NOTE NO. 4 GFNERAI, NOTES 1) Moleriols: 12) Lintca oonatactueed with 5-1/2' long WC1,1d of the enacco lines tomodolem m-J-ng 1'c8- precosl Hotel = 4C00 pet err al cab ocd 9,-I;g. 1'C I:,xet,xssed lintel = 60M psi to " psi with nepeimuen 3/8 inch gq,ogete 13) [fie exterior -(nte M fill", inslosed in exteror can 1. masonry .ass shell I- great -1000ewrc:etu eaaswny uvl, ICMU) pet A.S7M C90 with ee,lea,xi net o Coale 9 of ,Wee. applied in uttc,dexe ,,Ih ASIM P-926 0, at- approved coofnq. ono campree win slrangtt - 1900 psi 14) Lintels leaded simultaneously wllh we4lcol igro.Av or uprdl) and ho:itonld Im,rol) reba perASIMA615 (fade 60 stressed per ASIM A416 C•ose 220 10. re!oxoflon b J, shauldW checked for the Conel lna leading .0 the lohtrz,ng ecf-Gea: prestressing wa, perASIMC2/0 type M or S Applied -lical kind Appied haivaMol load 2) AN safe food tables Cosa on m:rlmum 4 ixh nominal bcainq. Sole vdrol trod- 4 Soft tali[ontol laid' , I.0 Lspp»).i9D; Sofa facets fw lintel type BUB ord 016 oast be IS) Foe serrpo4te Hold M'ght, rat shorn, a,, safe kid Iron next lower ha'ght shown. ed,sedby20% it bearing krgtfe i, le„ Ilion 6 117 inches. IG) Foe Wel lerglhs not shown. use safe food Iran next longest Iangth sheen. 3) feroride full mmter bid end hocd joints 17) Sole hods Cie supeeimp sed elloe'9ble loads. 4) the nwrbar in added reba lnd(colzs the percent iedeclian Ta, g'sn40he'd odaaa Tabor. 18) Sole loads Weed on ethanol design Ways per AC3 530 and ALn 318 IIW.*: 1' - 6' lime, at 32• IH aa'a 99 a•dly load = G472 pit 19) Nd:lroral ICICICI load CW.;ty can be abtoined by Ire de,' ner by poy;&if additional 15% reduction A 64/2 `.B5) ss 5501 pit Orfo,ced c fee neoswq ur'ts (I4CU.U) aWre the fmlcl. Sea sketch Wkw: 5) NI lintels meet or exceed l 360 defkc0an. FeeS..Sad: Peeslress 6nte type 8p8 I% A and loeyar meet, teed: L/ 180 delleclfan. Use is limpid to w,ld!tions rncCtirg the Rork. Oaed'u:g Cade SacOon, 1604 3.1 as applicable 5) Share fined lintels as rCgieucd. 7) One // reber may be substituted far l.o 15 retwr, 8) Inalalicliun/ oltachmonl of Imlcl must comply with Va wc6datturol ad/., .Iracla cal document,. SLE SAE[ LATERAL LOAD iARLF.S FOR LO/d7 RATING 9) iha der.yner min tuole eoncent,oted toed. Tram the safe load tables b the des, r IOR EACH N:4)MONAL Ua rnranmmeccpnu„her9moment and shcor at d-.coy Iram me REINFORCED OW (RCMU) mac or 10) N. R. = Not Rated FULL COURSE 11) MCI. field added Tabor to be located at the Whom a1 the fietcl cor,ly. 1/2- CLR IYP (2) 05 RELW2 JJ( GR40 or CR60 1 SAFEUPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS lc---Q" H4rrs 4I SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH '^'-- BRF" 6-• ti BRr6-7. r BREF ITITT"' 8RFIO-21 14- IT 8RF14- 2T BRF18- IT 8RFt8_- 21 8RF21- II 8RF22- 21 BRF26- 17 WIN 26-21 BRF30-IT 8RE30"- 21 a' - a" (S2") PRECAST 905 1668 2362 3056 3%51 4445 5140 9U5 1668 2362 3055 37Sh 4445 5F40 4'-6" (54") PRECAST 86% 1604 2272 2939 3607 4275 4943 r. tl8% 1604 2212 2939 360y 4275 4943 5'-8" (68") PRECAST 675 - 675 126U( LO 1269 2326 , S!, 4 3.Bd2 3911 T1797 1797 73752854 1911_ 5'-10"(70") PRECAST 655 1207,y 1746E 2259 P 2/73 : 3.382 S? 86 , 27991r 655 1233 1746 1530p,1 2759 _ 19801,; 7. 773 3286 2799 6'-$" (80) PRECAST 5/0 9291, e) 2429p, 2879,N 1329 p, 3329 570 TOM 15301980242928796" (90")r T'RECAST 506 742(,• 1364 n• 1765(„ 2166je 2166 2567p, 2968„ P SM 898 1364 1765 2567 2§68 9'-8" (1161 PRECAST 395 - 395 4G0 „ 894( 2„ 22 1540p. 1859 npc 2180 , 5601072 1386 1701 2016 2331 q) '(HE NUMHERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 TYPE Q.- IGNA110N SUB 8F5 Aft? SE"16 81L0 xW 28, UI r u - M3 AT a3ANlrlr or /snrnuuFCalI _ I 801 IOU OF LINrLL CAhry 8-F16-10/ IT 0,1147 I I t . PntD I IJLNIl T Of i f 5NUU.IIVJ. HEIGHT J NfMR AT TOP 77 FS7 i3FJ$ few 444e M ZJ. CJ • E N % 6.44 EOF gyp'• T - f) [ U^. R OpG\. IAN, i) RCOOp i1-1/2' C!fN1 C.M.U. o ORCUI IS REBLR AT 0111011 Of LIlfr[L CALM l,7-5/ 8- ACIUk- 8Of10.M rauero: IC w r'RO`ABrD IN MUL 8 A"31111AL x101H VARIES) CRAIG PARRINO 6324 CR 579 SEFFNER. FL 33584 FL P.E L IC NO AA75i 1'R rll) I I,',7'l11iy{tit!1 w .u,plyii ;. u'ilh Il:c I luridt 0vild;up <:,J;; Acecpm ACP RECESS- TY( E DE IT 14 10 12 30 9 mlc CAST-CRETE 841 LINTEL FABRICATION DETAILS 6CP_8_U811,-.II-1RU 14 0 11fOyJ9 MEMBER OF T a ERAL._REY SI _ % 28/98 r / 1 wll1\1 RAI- I .l "e2u • CRE NAME:- 085U83-14 _ ORAFH sY•. ORAIC PA0.RI, P.C. -PEG. K0. /4756 SCALE: HOt 10 SCALE FIRH. —_. 2 OAIC: 06 07 96 —__. __w _ -- ti_ COICKED 9T: CRAM, PARROW, P.E.- REC. NO. 44756 11RAx1N0 No. F08 SHEET S OC 3 FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 21, 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 ORWWW FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIED TO: DAVID WEEKLEY HOMES Site Benchmark Information- 1 Found Nail & Disc in CL of Gipper Circle (PC) Elevation: 47.35' 0 #2 Found Nail & Disc in CL of Gipper Circle (PC) Elevation 45.15' Benchmark Information - Seminole County Control Point GPS Name 0117, Designation 488120117. Elevation = 45.350' 3 . Elevations are based upon NAVD 88 Datum) Lot 20 19' GIPPER CIRCLE, SANFORD, FLORIDA 32771 A 10 Qd s\ 9q 0 h Oro\ \ 0' 2 ......... .... ya..". q3 s `h`' ......... • o ......... Lot 21 A ....... "pN .. . Fnd N&D ..'.•.'.-. •. (( O Ge 1 ...... v LB 2t06.. oto ed e......... .:. Sid R B 1Elev = 47 35' se, \ s , 7, 2 NoUP \\ s ,oa .•`:.'.•,.:...'.•.'.•. '' 19 3 Q ° 4J b31 0- 99 C> Lot 22 la' q Pe W E 7 'O S This is NOT a Boundary Survey J \\ P.C. located on Lot 22 Graphic Scale rqJ 1111112 61 10 2 ' 40' Fed N&D Scale: 1••=20' LB 2108" Elev = 45.15' Oy: ED- 319-d I,k BlCE063FCAE64EB. Field Date: 1/8/2018 Date Co leted:111,V2018 NOTES IenayCannytnMnlacer.n Nsurvaydin. aloeaDae,be,1Pn "1, Drawn BY: R.S. File Number.l5-38458F0 Svrveyrs Pased unrm Me Legal Oeuriptrm SupolednYOlmt wrw, g .Pede.oxd: wtb=.nRe ,.nmfow,..Ue,ww a;n,Hmt.+ Tare.. CRrecl Fe Mr Boat rimy K.Medw end eeaef ea n'nnli mya_."" onma.-crown.eaawa trice newomnw In Me Subfect to nny Easemenraand/a Refirlctlons oree<aa. a1 Noted end CO fto to Me Standerde of Pyoepe for L.M Surveyln[ Fkd LegenGaearvrybadrNrwnrheram,b Aswmeda... Baca upandxlYw perwted Md a'®' 1M State eFlslde tie dderm MM Clap 6J.17.09 e Adnlda n, Codes. Pa 477 iFbride 3•.eWea. C CLnierod CentedinePC -Print of Qmranre Pg. - P.O. Ru: lain NOT tobe usadto ec.nstrrut RopertYLxxs. g1-ue Fenre OwnttshrP rs W deterM vM K 1 Concrete 01wk PI - Print of lnroraa+lm Roof Ornhangi Unde.ground UNmesaMlor Fosxshave NOT beenlocated UNUiM QY`ETI Off. CM ConC C.n Mans Coltve B P.0. 8.- Point of BeglnMng P.O , L-Point on Line othswiu ^aced. seati, ianvsandror W—fiefdlo<atlon a,e aaproarmahand MUST be ver6ed by n' FOR HE DEDeacdpi. Drainage Eeearrn W - Power Pda PRM - Per manant Raiaertw PProprlate UtNrylocauon Corrpanres. FIRM Esml Easerren Momrmad ua.nr-m,w eyrornrrP„x,mnttManhnewea.wueemwnn.nv.nmannn.wdnx PatrickK.Ireie .4,`.'. rP 6637 LB7623 Ty( F. E. M.A.-Fedard Enrpercy VT -Print of Tangent' attlx Ure,',Sde Ristand wnno-KUabbtyw Me Surveys. NotNngtMem sha96e This $Ufyey 15 AKelld USE Of $yp1 CPnMCv ?an1Ei. Menegeman Age y R -R.M1 Lo nsnueJ rn9lve ANY Pl9hrv., &nxeHto Arrysx OMn Manthose Canines TMs Suy N0I VALID UA a1d ElaJ..,le c -'FS`r I1lC. FE F a Finished Hour Elwatbn Red. - Radial Ion PIN R- - Racovwe0 P IN I S r; F 11111.1, r- PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSS 5' UTILITY ITe¢d & Associates SurueT019 L Length (Arc) Rfd. - RooMd EASEMENT. f M Meeeued Set Set _& 1301 S. International Parkway $Wle 2001 N&D N.R. Nat & Ukk Non-Redlal RPM cap' L8 76ZX Typ.-lyplal Lake Mary, Florida 32746 ORB p OfficialRai —is Boat Ptn uL- UINKYEasenern WM -Watef Meier www.lrelandsurveying.com P.B. O- PlatBo od WoFerreee-Della(CanaaiA,Kp) 4 - Chain Link Fence Office-407.678.3366 Fax-407.320.8165 d CITY OF SANFORD JAN 0 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: f Documented Construction Value: $' i' Job Address: V3 C; Historic District: Yes No 9--- Parcel ID: Residential Commercial Type of Work: New PK Addition Alteration Repairr. Demo Change of Use Move Description of Work: r7c M 125-0 C-,1/n Plan Review Contact Person: Title: Phone: Fax: Email: Ckc(, e `n ( ,r r Name Street: City, State Zip: Property Owner Information Phone: Resident of property? Contractor Information Name r F ,t Aef y C'( C. r: c. Phone: GAG'% Street: Fax: ) City, State Zip: 117111 State License No.:? Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: fn 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 requited from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Sign ure of Con actor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date J0 P-)"-r7 Print Co tractor/Agent's Nan Signature of Not tote of Flori Date CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25, 2020 Owner/Agent is Personally Known to Me 07939E-0153 rb ' /Personally Known to Me or Produced ID Type of ID Produced ID Type of ID Permits Required Construction Type: Total Sq Ft of Bldg: Building Electrical Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING &.FIRE °PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: b ppHistoric District: Yes Nog Parcel ID: _ _ Residentiato Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use Move-0 Description of Work:InLldil Plan Review Contact Person: ";, Title:. Phone: ` it]1-J6,W(53clia t1v:!'lliC1[` Email: PropertyOwner Information Name OLV t Phone: Street: - w _ _ ; Resident of roe C Q City, State Zip:, Gon rah# car Information Name v Phone: a Street: Coa tS C o Fax:p City, State Zip: r'1_ State License No . CkLE C1 o 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT_: I certify that all of the foregoing information is accurate tat:work will be done in compliance with all applicable laws regulating. construction and 'zo g;_ S, g Signature of Owner/Agent Date Si„ " re of Contractor/Agent b. to lam- .bu2.,GLt I S'S'C`} Print Owner/Agent's Name P t Contractor/A ent's-Name j Si ature of Nota State of Florida Date Signature ofNo O— , gn ry- g ry-5tat of Florida-- " DatC' CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 tAO j;98-0153 I=loredpMalsrySernce;tom Owner/Agent is Personally Known to Me or Contractor/Agent' is _Personally Known to Me or Produced ID Type of ID __ _ Produced ID Type of ID _ _ BELOW IS FOR -117FICRUS , ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES:, WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application STATEWIDE ,E State Cert CAC032448 1-888-831-2665 _ l'I A IR r.0 HEAiriN ; AIR cumu t NINE 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-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4 / CH14NB ) Cust Initials CITY OF SANFORD BUILDING & FIRE PREVENTION x PERMIT APPLICATION Application No: / Documented Construction Value: S. 000 Job Address: Ci tY Ct i-d: tA a Historic District: Yes No Parcel 'ID: Residential Commercial Type of Work New U Addition Alteration Repair Demo Change of Use +'love Description of Work: — cotQt 0--y—U61w Plan Review Contact Person: Title: Phone: Fax Email: SQ- C\J t cto CLh,`IN Pro ert Owner Information 4'Ut Phone: Name u t U V Street: fn--Aa Resident of property? City> State zip: I-Lo4c) -R'ct d'- Contractor Information Name VGjjy\tOFA LL-C.. Phone: 'Dk- DSb-0 S Street: C 3C 1 t i ,a>;.. ,,,—Q- Fax: City, State Zip: NYi6 r? rL t c 4 Cl V`1 State License No.: S dame: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Plione: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TRICE FOR IMPROV.EMENT5 TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITIi: 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 anii 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 he inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Rcvised: June30.20tS Pentu'tApplication NOTICE: In addition to the requirements oft 7is permit, there may be additional restrictions applicableto this property that may be found in the public records of thiscouray. and there may be additional permits rquired kom othergo vernplen till entities Stich as Witter inana- ement districts, state agericics. or Ueral ai t llencics. Acceptatice, of I permit is verification that I will notify' the owner of the property of the requirements of Florida Lien Law, FS 713. The City o17San' lord requires payment of 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 tile job it, the tittle of submittal. The I actual construction value will be figured based oil the current t ]CCValuation Table in effect at the tinlo the permit is issued, in acc(irda' nce with local ordinance. Should calculivI&I charges figured off the executed contract exceed the actual construction value. I creditwill be applied'to your peralit rocs w-liell thd'pernlit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accuritte and that all work will I)e done in compliance with all applicible'laws regulating construction and zoning . regulating Signatureof0voicriAgent Dalu Taint Qwacr, Agverv's Nlanic Owner/Agent is Personally Known to Iv cvr Produced ID Type of [D Sig sure ol'Conirut6rIAgM Ry,teat, I vow Print Clonti- acror/Ageril'5 W11C Sigi .trttrc Dale OL arv-Sta'le cifflorida KRISTA MICI- IELLEVIKS Arty cotxIIS- 0 1 # FF i ogfig-,i XPIFIF—S At-,5rV6. 2016 oil tFa, ctor/Agcnt is ersonally Known, to Mc,or Produced LD Type of ID, BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] ElectricalE] MechanlcalE) Plumbing V GasF] RoofEl Construction Type:. Occupancy Use: Total 5q Ft ofBld , g: Min'. Occupancy Load: Flood Zone: of Stories: New Construction`: Electric - # of Amps' Plumbing - # of Fixtures 16 Fire Sprinkler Permit: YesF] No F] 1 of Heads APPROVALS: ZONING: ENGINE' ERING-, COMMENTS: UTILITIE-S: ME Fire Alarm Permit: ' Ves n Non WASTE WAI'l" EIZ: BUILDING; IZcviscd:,June 30. 2015 l4cmit Application FINAL SURVEY LEGAL DESCRIPTION: LOT 21, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45-52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN SEMINOLE COUNTY, COMMUNITY NUMBER 120289, DATED 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Site Benchmark Information- 1 Found Nail & Disc in CL of Gipper Circle (PC) Elevation: 47.35' 2 Found Nail & Disc in CL of Gipper Circle (PC) \ Elevation: 45.15' GIPPER CIRCLE, SANFORD, FLORIDA 32771 p 7* 11 - -Z 0-79 Benchmark Information- O Seminole County Control Point GPS-p• Name 0117, Designation 488120117. Elevation = s Elevations are based upon NAVD 88 Datum) O Lot 20 G O^ 70 n Ct ..... 7 d S/ Lot 21 o \ P a 0 A"b3 46.9 J cr BM #1 s 7rL, s GP' Colo a % Fnd N&D CD °fie 6s j A\ LB 2108" r1- d 01 \aZ Olio- 46.9 Elev = 47.35' O O Po 0 e5 Via, 2 • 0'0 0 OLooc 4 6. 9 3 Q a61, d 0d 46.4 c°1 5 Lot 22 0.00 45. T o J Qo > - P W E 0' L10" S s P.C. located on Lot 22 Graphic Scale J BM #2 10' 20' 40' Fnd N&D Scale: 1"=20' LB 2108" Elev = 45.15' Revision: Added Final Survey - 06/01/18 Field Date: 5/31/2018 Date Com leted: 05/31/18 NOTES- I hereby Certify that this Boundary Survey of the above Described Property'spSurveyisBasedupontheLegalDescriptionSuppliedbyClient. Abutting Properties Deeds have NOT been Researched for Gaps, Ovedaps andlor Hiatus True and Correct to the Best of my Knowledge and Beret as recently Surveyed under my Direction on the Date Shown, Based on Information fumished to MeDrawnBy: R.S. File Number.IS-38458 FI Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a'BB" as Noted and Conforms to the Standards of Practice for Land Surveying in the Stele of Florida in accordance with Chapter 5,Y77.052 Florida Administrative Codes. Pursuant t lion 472 27 Florida Statutes. Legend- C Calculated PC - Point of Curvature Building Ties are NOTto be used to reconstruct Property Lines. Centerline Pg. •Palo" Fence Ownership is NOTdetirmined. gyp•\C,KF R cif8CpneteteBlock Concrete Monument PI " Point of Intersection Roof Overhangs. Underground Utilities and/or Footers have NOT been located UNLESS QPOr`'w +tF?yOCMP,O,B." point of Beginning otherwise noted. FOR Conc. Concrete P.O.L. " Point on Line Septi<Tanks and/or Drainlield bcanons are apProzimate and MUST be verified by NO. s T - SLAT THE D DE DescriptionDrainageEasement pp -power pole PRM - Permanent Reference appropriate Utility Location Companies, FIRM Patrick K. Irelan :FroaroF.' 6637 LB,7623Esmt. -Easement Monument Use ofThs Surveyfor Purposes other than Intended, Without Written Verification. Will be F.E.M.A. - Federal Emergency PT - Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This Survey is Intend Y pr use Of Said Certified Parties. Management Agency R -Ratlus Construed to give ANY RightsorBenefits to Anyone Other than those Certified. 111E Surve tdOT VALID UN and Embossed wdh Surve Urs Seal FFE Fnd. Finished Floor Elevation Rad. - Rachel Found R8c • Reber r Cap Iron Rec. - Recovered POINTS OF INTEREST DRIVEWAY &SIDEWALK OVERLAPS SOUTH EASEMENT rela, & Associates Surveying, Inc. LL Length (Arc) Length ( Rfd. "Roofed 1 MN&D Measured half 8 Disk set - Set '., Hebar & Reber Cap "LB 7623" Docusigned by: 1301 S. International Parkway Suite 2001y N.R. ORB Non"Radial Official Records Book Typ. -Typical UE • Utility Easement L_ I EpBlCED63FCAE64EB Lake Mary, Florida 32746 Plat WM •Water Meter Aa y1Pwww.irelandsurveying.com PBPlat BookDetta Central Angle) Office-407.678.3366 FaX 407.320.8165 I Wood Fenra 0— "Chain Link Fence