Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4616 Eureka Ln Plumbing
ClEIVECITY OF SANFORD BUILDING & FIRE PREVENTION D uN 15 2017 PERMIT APPLICATION Application No: /Z - E, Documented Construction Value: $ Job Address: v E 2 K'i 4aE Historic District: Yes No O Parcel ID: Residential ® Commercial Type of Work: New9 Addition Alteration Repair Demo Change of Use Move Description of Work: /R.Ume A)&,o ,5,l,,, a Iia^%, Plan Review Contact Person: Dr.1 /. 4tK9• Title: V. Phone: 3)J -2-77-/7%Z_ Fax: 3,Z/-Zoy-0.316 Emai1:64.og*uyu..cyt Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name a L. is tam Phone: ,321-x,77 - /9SFL Street: 1067 4 fl9Ks &,Q Fax: 3.)-/ %Lo7 - o316 City, State Zip: Ovie00 a .3:276.5 State License No.: 6P', 0.07 y' Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code n Revised: June 30, 2015 Permit Application I / NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date LJ ..,/— . 8Aok X40 Print Con for/Agent's Name of Florida Dale LISA ANTONINI Notary Public - State of Florida My Comm. Expires May 21. 2018 BELOW IS FOR OFFICE USE ONLY Me or 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 APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 111111 ilill III11 ilill 1111111111 IIl1 ]III Prepared by and Return to: GRANT MALOYr SEMINOLE COUNTY JOHN KINGMAN KEATING CLERK OF CIRCUIT COURT & COMPTROLLER Town Square Title, Ltd. BK 8922 Ps 1247 QP9s ) 250 E. Colonial Dr., Ste. 301 CLERK'S r 2017053280 Telephone 407-422-2234 RECORDED 05/30/2017 11:54:24 All RECORDING FEES $10.00 RECORDED BY rdtemp WE17033 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: Parent Parcel 22-20-30-520-0000-0010 STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 39, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4616 Eureka Lane, Sanford, Florida 32773 2. General Description of Improvement: Construction of single-family residence and applicable associated improvements. 3. Owner/Lessee: (a) Name and Address: Weekley Homes, LLC, a Delaware limited 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. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 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, LL, a Delvare limited liability company By: John K' ma tng, Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because: &I personally know him/her/them OR O I have satisfactory evidence of same based upon a O Florida driver's license or D Other identification: CERTIFIED ' .1ALOY WITNESS my hand and official seal in the State and County aforesaid this 30th day of May; 2017. CLERK OF TF!E CIRCUIT COURT AN[) COMPTROLLER 1SEMINCLINTYRIDA av rr- DEPUTY CLERK Notary Pu nature LAC! NWARY NAME t N" IMMEDIATELY BELOW) xr .v D. BRUCKS MAY 80 2011 kW OD%IISSION i FF 047059 k EXPIRES: September 10, 2017 , Zm c9ThtuPralfttl,t;rySetrkes A_ A3 BY: CLTXJDF SANFORD BUILDING $ FIRE PREVENTION PERMIT APPLICATION D nn Application No: I rl Documented Construction Value: $ Z1S973 73 Job Address: 410110 _ rAff-t k—e. Late sOldail .; L Historic District: Yes No Parcel ID: AX- ?U - II W -Oft -00M- 039'0 Residential Commercial Type of Work: New 19 Addition Alteration Repair Demo Change of Use Move Description of Work: New SiMI Ito_ !G%mils resi A ene,.e.. Plan Review Contact Person: MJJ01* A 3?I GMVJnA Title: ICC coori unedw Phone: LA01-1 U T'• JHT Fax: 'lM QG(W n l 4,.Co,rot Property Owner Information J Name f Ni'- &+AWrl , LLC., CTeld % LLC Phone: '415 -She - 36(d5 Street: till W. pp_& - OQIc 9,*OLCJ Resident of property? City, State Zip: %USftft. 'T'X. :M575 Contractor Information Name U el by.fRe Phone: Street: _A41S S. WLWf MSME DEM "k atloo Fax: City, State Zip: A14-APAMW. U 37-I1Lt State License No.: ArchitecUEnglneer Information Name: MM±A C %A1JWAA Phone: LbJ- (Q%1_ J4Ja- Street:_ ,, WP_S+n%& rte D 10C &Aad_ 1MD Fax: _ 40A - (o%%- IA %o City, St, Zip: AItount anr c 2e6a4s. Flo WEN E-mail: Admin b onqAftj e,ulitl .COM 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 TBZ FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMTNT. 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 hi this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be Invcribed with the date of application and the code In effect as of that date: 51° Edition (2014) Florida Building Code Revived: June 30, 2015 Permit AppOcetion NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Sbould 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. lii Print Ownerf*ent's Nam Si of NV*ft M, pSq B Date NOTARY PUBLIC STATE OF FLORIDAi&- V' E*M6/1l&=0 Carr* 00002806 Owner/Agent is Personally Known to Me or Produced ID Type of ID Soma 'DLL Print Con tor/Agent's None Siena of Notory• f Plot M pk*we NOTARY PUBLIC STATE OF FLORIDA 6/1a= Contractor/Agent is __%Z Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [g Electrical [R Mechanical (a Plumbing[iGas[] Roof Construction Type: dB Occupancy Use: Q3 Flood Zone: X'S CC' AT WJ+ Total Sq Ft of Bldg: 2 \'-1 % Min. Occupancy Load: i # of Stories: 7 - New New Construction: Electric - # of Amps 1 -rep Plumbing - # of MixturesJ$ Fire Sprinkler Permit: Yes No [9 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: I UTILMES: WASTE WATER: f I ENGINEERING: ?AIG S'-11 FIRE: COMMENTS: Ok to construct Single Family home with setbacks and impervious area shown on plan. BUILDING: SF aa• 9 Revised: June 30, 201 S Pernut Applioetion Plumbing Fixture Calculation 17-1128 4616 Eureka Lane Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 18 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tpickering@dwhomes.com Property Address: 4616 Eureka Lane Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0390 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: Q New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post i20j07 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0160 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-1128 Reviewed by: Michael Cash, CFM Date: May 8, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ao} 1 hereby name and appoint: Tank Pieken'r4 an agent of: M&I d W&/C vajo orCompany) 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: sueet Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Rev. 08.12) as Application for Paved Driveway, Sidewalk or Walkway(2 Including Right -of -Way Use & g 9 Y 10 D- Landscaping in Right -of -Way www.aanro de.gev Department of Planning & Development Servlcos 300 North Park Avenue, Sanford Florida 32771 Phone: 407.888.6140 Fax: 407,688.5141 This permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way In accordance with the Cltys regulations and the attached construction plana approved es part of this permit. The peril to required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape Improvements within the city rghbof way. It does not approve any work within any other Gap jurisdiction's right-of-way. All requested Information below as well as a current survey, site pian or plat clearly Identifying the &4w"jd%kJM size and location of the aodsting rgM-of-way and use shall be provided or application could be delayed. CallisInpuato 1, Project LocabonlAddrees: KIOC%0 5AMA L Atte 5Q G lly;r;i-3 2. Proposed Activity: Driveway Ly Walkway Other: 3. Schedule of Work: Start Date Completion Date MUS Emergency Repairs 4. Brei Description of Work: This application is submltt d by: Properyowrter. Signature: Print tf.5e rJ(a-`iia'i+1=' s`7Ri f•Y%I :1iUrIM ia+r V% ALf"L Maintenance Responslbllitleslindemnitication The Requestor, and his succesecre and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement. This shall include maintenance of the Improvement and unpaved potion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said Installetlontimprovement fully restoring the right-ofway to Its previous condition. In the event that any future construction of roadways, ulllitles, stormwater fadlilles, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shell remove, relocate and/or repair as necessary at no cost to the Oily of Sanford Insofar as such Whiles are in the public right -of wa . If the Requestor noes 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, a w appropriate notice, restore the area to Its previous condition at the Requestoes expense and, If necessary, Ole a lien on the Requeetor 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 counclipersons, agents, servants, or employ- ees (appointed, elected, or hirer) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (dllreat, Indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses Incident thereto (Including costs of defense, settlement, and reasonable attorneys fees up to and Including an appeal), resulting In any fashion from or arising directly or Indirectly out of or connected with the use of the City's right of.way. I have rV d and and res ,aniLthe above statement and by signing this application I agree to its terms. This permit shall be posted on the site during construction. Please call 407.685.6080 24 hours In advance to schedule a pre -pour inspection, Pre -pour inspection by: Date: Application No: Revlewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Dote: Date: Data 5 - Z0D Date: 2016 - ROW Use Mwav oar REQUEST B R TUG & PRE' POWER AGREEIY[ENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: l Project Name: _ aA em,)me Project Address: _q U t tf EAA64 Building Permit A Electrical Petmit 0 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-famlly dwellings. 2. The facllity will riot be occupied until a cortificato of occupancy has been issued. 3. If the jurisdictlon hereafter finds that the facility has been occupied before a certifcate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical Service without notice. Furthermore, we understand and agree that should the juriadiction exercise such right, the Jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, In the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, Including attorney's fees. 4. Prior to pre -power, the building or structure shaU be weather tight and secure. The electrical wiring In the area designated for pre -power shell be complete and In safe order, All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, If electrical panels are In au area that cannot be locked by doors, the panels shall be equipped with a looking mechanism (approved by the MO. The licepsed electrical contractor or his Accused representative shall hold the keys(s) for such access to electrical panels to prevent onergizing circuits other than those that are safe. 6. This TUG/Pte-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pro -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated vvltb tugs. Li bufoe Print a of ner/Tenalit gna o Owner/Tenant JURISDICTION EMPLOYEE NAME: RMSDICTION: Print )4 e of Oe Contractor Signet of en. ontractor U46151q ai I Oen. Contractor License # t/i iWdA I,Q nief Print Name lContractor 4 dkm SI azure of El. Contractor 115 C() 8L Contractor License CALLED INTO: c Progress Energy a Florida Power and Light on / 1 Rev. oviats) i-vra' COUNTY OF SEMINOLE rIMPACTFEESTATEMENT •Q o / S 9 7 STATEMENT NUMBER: 17100002 DATE: April 20, 2017 / BUILDING APPLICATION #: 17-10000245 BUILDING PERMIT NUMBER: 17-10000245 C f UNIT ADDRESS: EUREKA LANE, 4616 22-20-30-520-0000-0390 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 LOT 39 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4616 EUREKA LANE, REAGAN POINTE LOT 39, SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADSg-COLLECTORS Hou ing N A 705.00 1.000 dwl unit 705.00 FIREnRESCUEmily Hou7ing 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT % RECEIVED BY: ( IGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORYLAPPLICANT: FAILURENOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT n2 -FINANCE 4 -LAND MANAGEMENT ` O' NOTE** PERSONS ARE ADVISED THAT TnIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYS -OF -THE RECEIVING --SIGNATURE DATE ABOVE, BUT NOT LATER THAN THE EW FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIR§T-STREgf7—'- 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 REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE170PLEFTOFTHISSTATEMENT. ISSUEDSWITHINM60TCALENDAR DAYS OFLTHEIF A RECEIVINGISIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot39ReaganPointe7499BGRSW Builder Name: DAVID WEEKLEY HOMES C Street: 4616 Eureka Lane Permit Office: _ 1 A Q SANFORDCity, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691000 p A, Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) FOARTM 1. New construction or existing New (From Plans) 9. Wall Types (2380.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1317.00 ft' b. Concrete Block - Int Insul, Exterior R=7.0 792.56 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 270.67 fl' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1151.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1111.00 fl7 6. Conditioned floor area above grade (W) 1698 b. Knee Wall (Vented) R=19.0 40.00 fN Conditioned floor area below grade (fl=) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(232.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 339.6 a. U -Factor: Dbl, U=0.34 232.17 ft= SHGC: SHGC=0.30 b. U -Factor: N/A n: 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U -Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft' a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.333 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons8. Floor Types (1698.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 63700 fl° b. Conservation features b. Floor Over Other Space R=0.0 558.00 W None c. other (see details) R= 503.00 ft= 15. Credits Pstat Glass/Floor Area: 0.137 Total Proposed Modified Loads: 59.81 PASSTotalBaselineLoads: 60.04 I hereby certify that the plans and specifications covered by Review of the plans and S -r4 this calculation are in compliance with the Florida Energy specifications covered by this O- fHE v Code. calculation indicates compliance i,'' f' _ r with the Florida Energy Code. un„. PREPARED BY: Before construction is completed DATE: 04 122017 this building will be inspected for V a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COO yyE1 OWNER/AG BUILDING OFFICIAL: DATE: c,r' DATE: f Z2 - l Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.060 On for whole house. 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot39ReaganPointe7499BGR Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1698 Lot # Owner: Total Stories: 2 Block/SubDivision. of Units: 1 Worst Case. No PlatBook: Builder Name: DAVID WEEKLEY HOMES Rotate Angle: 0 Street: 4616 Eureka LanePermitOffice: Cross Ventilation: No County: SeminoleJurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford Family Type. Single-family New/Existing: New (From Plans) FL, 32773 Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily TempVDesignLocationTMYSiteZone97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1698 15473.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 637 5924.1 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1061 9549 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ___ 404 ft' 19 0.3 0 0.7 2 Floor Over Other Space 2nd Floor -___ ____ 558 ft' 0 0.4 0 0.6 3 Raised Floor 2nd Floor __- --_ 99 ft° 19 0 0 1 4 Slab -On -Grade Edge Insulatio 1st Floor 85 ft 0 637 ft° 0.41 0 0.59 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck PitchV # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1899 W 0 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1698 W N N 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 4/12/2017 4:30 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1111 ft' 0.11 Wood 2 Knee Wall (Vented) 2nd Floor 19 Batt 40 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 0 1 NW Exterior Frame - Wood 2nd Floor 13 49 7 9 0 446.3 ft' 0 0.25 0.6 0 2 NW Exterior Concrete Block - Int Insul 1st Floor 7 33 6 9 4 312.7 ft' 0 0 0.6 0 3 SW Exterior Frame - Wood 2nd Floor 13 23 7 9 0 212.3 ft' 0 0.25 06 0 4 SW Exterior Concrete Block - Int Insul 1st Floor 7 23 6 9 4 219.3 ft' 0 0 0.6 0 5 SE Exterior Frame - Wood 2nd Floor 13 49 7 9 0 446.3 ft2 0 0.25 0.6 0 6 SE Exterior Concrete Block - Int Insul 1st Floor 7 27 11 9 4 260.6 ft' 0 0 0.6 0 7 NE Exterior Frame - Wood 2nd Floor 13 23 7 9 0 212.3 ft' 0 0.25 0.6 0 8 - Garage Frame - Wood 1st Floor 13 29 0 9 4 270.7 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 SW Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 8 21.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 NW 1 Vinyl Low -E Double Yes 0.34 0.3 12 0 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 2 NW 2 Vinyl Low -E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 11 ft 0 in Drapes/blinds Exterior 5 3 SW 3 Vinyl Low -E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 1 ft 4 in Drapes/blinds Exterior 5 4 SW 3 Vinyl Low -E Double Yes 0.34 0.3 31.0 ft' 1 ft 4 in 4 ft 6 in Drapes/blinds Exterior 5 5 SW 4 Vinyl low -E Double Yes 0.34 03 6.0 ft' 1 ft 4 in 2 It 0 in Drapes/blinds None 6 SW 4 Vinyl Low -E Double Yes 0.34 0.3 13.5 ft' 1 ft 4 in 1 ft 6 in Drapes/blinds Exterior 5 7 SE 5 Vinyl Low -E Double Yes 0.34 0.3 3.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 8 SE 6 Vinyl Low -E Double Yes 0.34 0.3 36.0 ft' 1 ft 4 in 11 ft 0 in Drapes/blinds Exterior 5 9 SE 6 Vinyl Low -E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 11 It 0 in Drapes/blinds Exterior 5 10 NE 7 Vinyl Low -E Double Yes 0.34 03 51.7 ft' 1 H 4 in 1 ft 4 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 404 ft' 404 ft' 47 ft 9.3 ft 1 4/12/2017 4:30 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1289.4 70.79 133.13 .2602 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBlu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 28 6 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 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None rye DUCTS Supply ---- V # Location R -Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 339.6 ft Attic 84.9 ft' Proposed Qn 2nd Floor --- cfm 101.9 cfm 0.06 0.50 1 1 TEMPERATURES Programable Thermostat: Y Cooling j Jan Feb jr j Mar Healing tX] Jan Feb [X Mar Ventin [ ] Jan Feb X Mar Ceiling Fans: j j Apr May rl Jun ri Jul ri Aug rl Sep j ]Oct Apr f IMay Jun Jul AuSep [ ] X] A r [ Ma Jun Jul Aug Se [X] Nov Oct [XNov Oct [X] Nov Dec Dec Dec 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 4/12/2017 4.30 PM EnergyGauge® USA - FlaRes2014 Section R405.4 1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 4616 Eureka Lane, Sanford, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (42 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.30 b. U -Factor: N/A SHGC: b. Concrete Block - Int Insul, Exterior c. U -Factor: N/A SHGC: c. Frame - Wood, Adjacent d. U -Factor: N/A SHGC: d. N/A Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1317.00 ft' 0.300 b. Concrete Block - Int Insul, Exterior R=7.0 792.56 ft' 1 c. Frame - Wood, Adjacent R=13.0 270.67 fl' 3 d. N/A R= fl' 10. Ceiling Types Insulation AreaNo a. Under Attic (Vented) R=38.0 1111.00 fl' 1698 b. Knee Wall (Vented) R=19.0 40.00 fl' Area c. N/A R= ft' 232.17 ft' 11. Ducts R fl' a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 339.6 fl' 12. Cooling systems kBtu/hr Efficiency ft' a. Central Unit 28.6 SEER:14.00 Insulation R=0.0 R=0.0 R= fl' 13. Healing systems a. Electric Heat Pump1.333 ft. 0.300 Area 14. Hot water systems 637.00 fl' a. Electric 558.00 fl' 503.00 fl' b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. kBtu/hr Efficiency 28.6 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat OF THE STgr y lilt '•; S , ,o`` Builder Signature: Date: J 12 I :7= a Address of New Home: jII01V UAAreka LpLANe City/FL Zip: SAAf d• ft 3a17? -3 IA;L6o M Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL AIR Manual S Compliance Report Job: Lot 39 Reagan Pointe 74 Date: 01.03.17 a"10 iia "1OgN0 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Project• • For: DAVID WEEKLEY HOMES Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 21698 Btuh Outdoor design WB: 75.2°F Latent gain: 3395 Btuh Indoor design DB: 75.0°F Total gain: 25092 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 6.1 Sensible capacity: 22197 Btuh 102% of load Latent capacity: 4446 Btuh 131% of load Total capacity: 26643 Btuh 106% of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 40.9°F Heat loss: 20835 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27688 Btuh 133% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 6.1 kW 99% of load Temp. rise: 59 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 76.1°F Entering coil WB: 63.1°F Entering coil DB: 69.6°F Capacity balance: 33 OF Economic balance: -99 OF wrightsoft' RighlS2017- Apr-12 1637:04uite® Universal 2017 17.0.16 RSU24005 Page 1ACCA...eaganPointe7499B\Lot39ReaganPointe7499BGRSW.rup Calc = MJ8 House faces: SW 1 DEL -AIR YEmNO • nn cdmmgxNoDate: Component Constructions Entire House Job: By: Lot 39 Reagan Pointe 74... 01.03.17 BENTLEY Cooling DEL AIR HEATING & AIR CONDITIONING Loss Indoor temperature (°F) 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY HOMES lesion Conditic Location: Or Indoor: Heating Cooling Orlando Sanford, FL, US Loss Indoor temperature (°F) 70 75 Elevation: 56 ft fe Design TD (°F) 29 18 Latitude: 29°N Bluhlfl' Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 2.5 38.7 Dry bulb (°F) 41 93 Infiltration: ne 160 Daily range (°F) - 17 ( M) Method Simplified 2.37 Wet bulb (°F) - 75 Construction quality Average 0.091 Wind speed (mph) 15.0 7.5 Fireplaces 0 1049 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, ne fe BWh/W-'F fe TAiltuh MOW Btuh Bluhlfl' BNh Walls sw 31 0.340 0 9.89 309 21.2 661 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 160 0.091 13.0 2.65 422 2.37 378 fnsh, 2"x4" wood frm, 16" o.c. stud se 443 0.091 13.0 2.65 1172 2.37 1049 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 it sw 149 0.091 13.0 2.65 395 2.37 353 overhang (1 ft window ht, 1.3 ft sep.); 6.67 ft head ht nw 434 0.091 13.0 2.65 1148 2.37 1028 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, all 1185 0.091 13.0 2.65 3137 2.37 2808 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" ne 11 0.049 19.0 143 16 2.67 29 gypsum board int fnsh se 9 0.049 19.0 1.43 13 2.67 24 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, sw 11 0.049 19.0 1.43 16 2.67 29 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft nw 9 0.049 19.0 1.43 13 2.67 24 overhang (5.2 ft window ht, 4 5 ft sep.); 6.67 ft head ht all 40 0.049 19.0 1.43 57 2.67 107 13A-3ocs: Blk wall, stucco ext, r-3 exl bd ins, 8" thk, 1/2" gypsum se 200 0.167 3.0 4.86 974 3.31 664 board int fnsh sw 175 0.167 3.0 4.86 851 331 580 nw 288 0.167 3.0 4.86 1397 3.31 953 all 663 0.167 3.0 4.86 3222 3.31 2198 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 248 0.091 13.0 2.65 658 1.47 365 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, ne 52 0.340 0 9.89 514 22.5 1168 1/8" thk; NFRC rated (SHGC=0.30); 501/6 drapes, medium; 1.3 ft sw 31 0.340 0 9.89 309 21.2 661 overhang (5.2 ft window ht, 1.3 ft sep.); 6.67 ft head ht all 83 0.340 0 9.89 823 22.0 1829 2B-2tv: 2 glazing, cir ouir, air gas, vnl frm mat, Or low -e innr, 1/4" gap, se 3 0.340 0 9.89 30 12.9 39 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 it overhang (1 ft window ht, 1.3 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, se 36 0.340 0 9.89 356 23.2 834 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft se 24 0.340 0 9.89 237 23.2 556 overhang (6 ft window ht, 11 ft sep.); 6.67 ft head ht all 60 0.340 0 9.89 594 23.2 1391 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, sw 31 0.340 0 9.89 309 23.2 723 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (5.2 ft window ht, 4 5 ft sep.); 6.67 ft head ht 2017 -Apr -12 16:37:04 wright5oft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 14M...eaganPointe7499B%Lot39ReaganPointe7499BGRSW.rup Calc = MJ8 House faces. SW 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, clr low -e innr, 1/4" gap, sw 6 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (3 It window ht, 2 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, sw 14 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (4.5 0 window ht, 1.5 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, nw 12 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (2 ft window ht, 1.3 ft sep.); 6.67 ft head ht 213-2tv: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, nw 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 500/6 drapes, medium; 1.3 ft overhang (4 ft window ht, 11 ft sep.); 6.67 ft head ht Doors 0 9.89 59 22.7 136 0 9.89 134 21.4 290 0 9.89 119 22.5 269 0 9.89 237 22.5 539 11J0: Door, mtl fbrgl type sw 24 0.600 6.3 11 D0. Door, wd sc type n 21 0 390 0 Ceilings 840 1.42 157516B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1111 0.026 38.0 gypsum board int fnsh 648 0.73 324 Floors 2446 0 0 20P -19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, amb ovr 99 0.050 19.0 20P -19t: Fir floor, frm fir, 6" thkns, r-19 cav ins, gar ovr 446 0.050 19.0 22A-tpl: Bg floor, light dry soil, on grade depth 85 0.989 0 wrightsoft' Right-3trite® Universal 2017 17.0.16 RSU24005 ACCO...eaganPointe7499B%Lot39ReaganPointe7499BGRSW.rup Calc = MJ8 House faces: SW 17.5 419 18.6 447 11.3 242 12.1 258 0.76 840 1.42 1575 1.45 144 0.73 72 1.45 648 0.73 324 28.8 2446 0 0 2017 -Apr -12 16 37:04 Page 2 Job: Lot 39jDEL -AIR Project Summary Date: 01 03 Reagan Pointe 74 N111rN0•0N1P.wrm"11010 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY SANFORD FL 32771 Phone- 407-831.2665 Project Information For: DAVID WEEKLEY HOMES Notes: LS by CA on 04.12.2017 Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF 15261 Daily range M 0.50 Relative humidity 50 % Equiv. AVF (cfm) Moisture difference 39 gr/Ib Heating Summary Structure 18181 Btuh Ducts 2654 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20835 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 AHRI ref 9162305 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.2 HSPF 28627 Heating Cool in Area (ft2 1698 16 Volume ()ft') 15261 15261 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 127 66 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 AHRI ref 9162305 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8.2 HSPF 28627 BFuh @ 47°F Btuh Ducts 953 cfm 0.046 cfm/Btuh 0.40 in H2O Input = 6 kW, Output = 20646 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 17997 Btuh Ducts 3701 Btuh Central vent (0 cfm) 0 Btuh none) 28600 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing 25092 Btuh multiplier 1.00 ton Equipment sensible load 21698 Btuh Latent Cooling Equipment Load Sizing Structure 2537 Btuh Ducts 857 Btuh Central vent (0 cfm) 0 Btuh none) 28600 Btuh Equipment latent load 3395 Btuh Equipment total load 25092 Btuh Req. total capacity at 0.75 SHR 2.4 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 Coil FB4CNP030L AHRI ref 9162305 Efficiency 11.5 EER, 14 SEER Sensible cooling 21450 Btuh Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual air flow 953 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wr1 htsoft' 2017 -Apr -12 16:37:049Right•Suite® Universal 2017 17.0.16 RSU24005 eaganPointe7499BILot39ReaganPoinle7499BGRSW.rup Calc = M.18 House faces: SW Page 1 1QEL--AIR Right -J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Job: Lot 39 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Entire House Powder 2 Exposed wall 231.0 R 16.5 ft 3 Room height 9.1 R 9.3 R heat/cool 4 Room dimensions 6.0 x 6.5 R 5 Room area 1676.8 R' 39.0 R' Ty Construction U -value Or HTM Area (ftp Load Area (ft2) Load number Btuh/R?'F) Btutdfll) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 W LC' 12C-Osw 0.091 no 2.65 2.37 212 160 422 378 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 52 0 514 1168 0 0 0 0 W 168-19ad 0.049 ne 1.43 2.67 11 11 16 29 0 0 0 0 W L 12C-0sw 0.091 se 2.65 2.37 446 443 1172 1049 0 0 0 0 11 G 2B-2fv 0.340 se 9.89 12.87 3 5 30 39 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 260 200 974 664 60 60 294 200 2A-2ov 0.340 se 9.89 23.18 36 0 356 834 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 24 0 237 556 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 9 9 13 24 0 0 0 0 12C-0sw 0.091 sw 2.65 2.37 212 149 395 353 0 0 0 0 Ti 2A-2ov 0.340 sw 9.89 21.20 31 10 309 661 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 31 0 309 723 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 219 175 851 580 56 50 242 165 0.340 sw 9.89 22.68 6 0 59 136 6 0 59 136L2B-2fv 2B-2fv 0.340 sw 9.89 21.45 14 4 134 290 0 0 0 0 11,10 0.600 sw 17.46 18.63 24 24 419 447 0 0 0 0 W 168-19ad 0.049 sw 1.43 2.67 11 11 16 29 0 0 0 0 W L 12C-0sw 0.091 nw 2.65 2.37 446 434 1148 1028 0 0 0 0 G W 2B -21v 13A-3ocs 0.340 0.167 nw rtw 9.89 4.86 22.45 3.31 12 312 0 288 119 1397 269 953 0 37 0 37 0 181 0 123 L -C 2B -2(v 0.340 rrw 9.89 22.45 24 0 237 539 0 0 0 0 W 16B-19ad 0.049 rtw 1.43 2.67 9 9 13 24 0 0 0 0 P L 12C-0sw 0.091 2.65 1.47 270 248 658 365 0 0 0 0 D mo 0.390 n 11.35 12.11 21 21 242 258 0 0 0 0 C 168-38ad 0.026 0.76 1.42 1111 1111 840 1575 0 0 0 0 F 20P-191 0.050 1.45 0.73 99 99 144 72 0 0 0 0 F 2OP-191 0.050 1.45 0.73 446 446 648 324 0 0 0 0 F 22A4pl 0.989 28.78 0.00 566 85 2446 0 39 17 475 0 6 c) AED excursion 0 29 Envelope loss/gain 14118 13370 1251 654 12 a) Infiltration 4063 1307 291 94 b) Room ventilation 0 0 0 0 13 Irtemal gains: Occupants @ 230 4 920 0 0 Appliances/other 2400 1 0 Subtotal (lines 6 to 13) 18181 17997 1541 748 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18181 17997 1541 748 15 Duct loads 150/0 21% 2654 3701 100/0 100/0 154 75 Total room load 20835 21698 1 1696 822 Air required (cfm) 953 953 78 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri hltsolFt 2017 -Apr -1216:37:04 9 Right-Suile® Universal 2017 17.0.16 RSU24005 Page 1 eaganPointe7499B\Lol39ReaganPointe7499BGRSW.nrp Calc = MJ8 House faces: SW DEL -AIR Right -J® Worksheet menea "M Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 39 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name GreatlKitchen Mstr Bdnn 2 Exposed wall 68.5 ft 32.5 ft 3 Room height 9.3 ft heat/cool 9.0 ft hoWcool 4 Room dimensions 1.0 x 527.0 ft 1.0 x 257.0 ft 5 Room area 527.0 W 257.0 ft' Ty Construction U -value Or HTM Area (ft2) Load Area (ftj Load number BtuNftk-F) 13t 119) or perimeter (ft) Bt h) or perimeter (fl) Btuh) Heal Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 ne 2.65 2.37 0 0 0 0 144 92 244 218 L -G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 52 0 514 1168 W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 11 11 16 29 W 12C-0sw 0.091 se 2.65 2.37 0 0 0 0 131 131 346 309 11 LC 2B-2fv 0.340 se 9.89 12.87 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 se 4.86 3.31 200 140 680 464 0 0 0 0 0.340 se 9.89 23.18 36 0 356 834 0 0 0 0Et2A-2ov 2A-2ov 0.340 se 9.89 2318 24 0 237 556 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 9 9 13 24 YrV 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 0 0 0 0 IL-_rGG 2A-2ov 0.340 sw 9.89 21.20 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 sw 4.86 331 163 125 609 415 0 0 0 0 0.340 sw 9.89 22.68 0 0 0 0 0 0 0 0L2B-2fv 2B-2fv 0.340 sw 9.89 21.45 14 2 134 290 0 0 0 0 11J0 0.600 sw 17.46 18.63 24 24 419 447 0 0 0 0 W 1613-19ad 0.049 sw 1.43 2.67 0 0 0 0 11 11 16 29 W 12C-0sw 0.091 nw 2.65 2.37 0 0 0 0 18 18 48 43 1--G 28-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4.86 3.31 274 250 1217 830 0 0 0 0 LC 26-2fv 0.340 nw 9.89 22.45 24 0 237 539 0 0 0 0 W 1613-19ad 0.049 nw 1.43 2.67 0 0 0 0 9 9 13 24 P 12C-0sw 0.091 2.65 1.47 270 248 658 365 0 0 0 0 L -D 11D0 0.390 n 11.35 12.11 21 21 242 258 0 0 0 0 C 161338ad 0.026 0.76 1.42 0 0 0 0 257 257 194 365 F 20P -19t 0.050 1.45 0.73 0 0 0 0 32 32 47 23 F 2OP-191 0.050 1.45 0.73 0 0 0 0 225 225 327 164 F 22A4pl 0.989 28.78 0.00 527 69 1971 0 0 0 I 0 0 6 c) AED excursion 426 65 Envelope losstgain 6760 4572 1777 2331 12 a) Infiltration 1207 388 630 203 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 1 230 Appliances/other 112001 1 600 Subtotal (lines 6 to 13) 7967 6850 2407 3363 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7967 6850 2407 3363 151 Duct loads 1 10% 100/0 797 685 209/6 28% 1 473 951 Total room load 8764 75352879 4314 Air required (cfm) 401 331 132 189 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsc)PTt' 2017 -Apr -12 16:37 04 9 Right -Suite® Universal 2017 17.0 16 RSU24005 Page 2 ACCK ... eaganPointe74998%Lo139ReaganPointe7499BGRSW.nip Calc = MJ8 House faces: SW VN -DEL -AIR Right -J® Worksheet Men4 mum Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: Lot 39 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Utility Msir WC 2 Exposed wall 14.0 ft 3.5 it3Roomheight9.0 it healicool 9.0 H heat/cool4Roomdimensions7.5 x 6.5 ft 6.0 x 35 it 5 Room area 48.8 ft' 21.0 it' Ty Construction U -value Or HTM Area (R) Load Area (112) Load number BtuNft? -F) 13tuh/111) or perimeter (ft) Btuh) or perimeter (11) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W L 12C-0sw 0.091 no 2.65 2.37 68 68 179 160 0 0 0 0C2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0W1613-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0W L 12C-0sw 0.091 se 2.65 2.37 0 0 0 0 32 32 83 75 11 G 2B-2fv 0.340 se 9.89 12.87 0 0 0 0 0 0 0 0W13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0C2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0E22A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0W16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 0 0 0 0G2A-2ov 0.340 sw 9.89 21.20 0 0 0 0 0 0 0 01--G 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0W13A-Iocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 L 2B-2fv 0.340 sw 9.89 22.68 0 0 0 0 0 0 0 02B-2fv 0.340 sw 9.89 21.45 0 0 0 0 0 0 0 0 11J0 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0W168-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0W L 12C-0sw 0.091 nw 2.65 2.37 59 59 155 139 0 0 0 0G213-2ry 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0W L_G 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 2B-2iv 0 340 nw 9.89 22.45 0 0 0 0 0 0 0 0W168-19ad 0.049 rrw 1.43 2.67 0 0 0 0 0 0 0 0P L 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 D 11DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0C1613-38ad 0.026 076 1.42 49 49 37 69 21 21 16 30F2OP-191 0.050 1.45 0.73 26 26 38 19 0 0 0 0F20P -19t 0.050 1.45 0.73 23 23 33 17 21 21 31 15FMA400.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 63 8 Envelope loss/gain 441 340 130 112 12 a) Infiltration 239 77 60 19b) Room ventilation 0 0 0 0 13 Internal gains: Occupants aQ 230 0 00 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 680 1017 190 131 Less external load 0 0 0 0Lesstransfer0000Redistribution0000 14 Subtotal 680 1017 190 13115Ductloads20% 28%1 134 288 20-/0 1 28-/0 37 37 Total room bad 814 1304 X10 1 7Airrequired (cfm) 37 57 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed c -Pk wrihttsoft' 2017 -Apr -12 16 37:04 c 9 Right -Suite® Universal 2017 17.0.16 RSU24005 Page 3eaganPointe7499B\Lot39ReaganPointe7499BGRSW.rup Calc = MJ8 House faces: SW r --AIR Right -J® Worksheet ME°'M-MCOM rr IM Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: Lot 39 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Mstr WIC Mstr Bihrm 2 Exposed wall 0 N 11.5 ft 3 Room height 9.0 ft heat/cool 9.0 N hed/wol 4 Room dimensions 6.5 x 9.5 ft 1.0 x 112.8 N 5 Room area 61.8 N' 112.8 H' Ty Construction U -value Or HTM Area (ft2) Load Area (ftj Load number Btuh/ft'-'F) Btuh/ft or perimeter (ft) Btuh) or perimeter (U) Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 W LG 12C-0sw 0.091 no 2.65 237 0 0 0 0 0 0 0 0 W 2A-2ov 16B-19ad 0.340 0.049 ne ne 9.89 22.45 1.43 2.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 se 2 65 2.37 0 0 0 0 104 101 266 238 11 L G 2B-2fv 0.340 se 9.89 12.87 0 0 0 0 3 2 30 39 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0Lt2A-2ov 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 265 2.37 0 0 0 0 0 0 0 0Ti2A-2ov 0.340 sw 9.89 21.20 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 0.340 sw 9.89 22.68 0 0 0 0 0 0 0 0L2B-2fv 2B-2fv 0.340 sw 9.89 21.45 0 0 0 0 0 0 0 0 11,10 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 rnv 2.65 2.37 0 0 0 0 0 0 0 0 LG 2B -2(v 0.340 rnv 9.89 22.45 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 rrvv 4.86 3.31 0 0 0 0 0 0 0 0 L -G. 2B -21v 0.340 rrvr 9.89 22.45 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P L 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 D C 11D0 168-38ad 0.390 0.026 n 11.35 12.11 0.76 1.42 0 62 0 62 0 47 0 88 0 113 0 113 0 85 0 160 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 2OP-191 0.050 1.45 0.73 39 39 57 28 51 51 74 37 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AE D excursion 7 3 Envelope loss/gain 103 109 455 471 12 a) Infiltration 0 0 196 63 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) 103 109 651 534 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 103 109 651 534 15 Duct loads 20% 28% 20 31 20% 281/16 128 151 Tdai room load 124 140 779 685 Air required (cfm) 6 6 36 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wlri h11so1Ft' 2017 -Apr -12 16,37,04At= 9 Right-Suite(l) Universal 2017 17.0.16 RSU24005 Page 4 eaganPointe7499B\Lot39ReaganPornte7499BGRSW.rup Calc = MJ8 House faces: SW DEL-AIRRight-J@ Worksheet W CONO "'"° Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone. 407-631-2665 Job: Lot 39 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Bthrm 2 Bdrn 2 2 Exposed wall 5.5 ft 29.5 ft 3 Roomheight 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 8.5 x 5.5 ft 1.0 x 171.3 ft 5 Room area 46.8 N' 171.3 fit Ty Construction U -value Or HTM Area (ftt) Load Area (ft) Load number 13tuh/fi2'1F) Btuh/ftt) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 ne 2.65 2.37 0 0 0 0 0 0 0 0 L -G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 1613-19ad 0 049 no 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 se 2.65 2.37 50 50 131 117 131 131 346 309 11 r 2B-2fv 0.340 se 9.89 12.87 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 EtG 2A -ZDV 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 113 81 215 193 IL -_- GG 2A-2ov 0.340 sw 9.89 21.20 0 0 0 0 31 5 309 661 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 0.340 sw 9.89 22.68 0 0 0 0 0 0 0 0L2B-2fv 2B-2fv 0.340 sw 9.89 21.45 0 0 0 0 0 0 0 0 11.10 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 1613-19ad 0 D49 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0 091 nw 2.65 2.37 0 0 0 0 23 23 60 53 L -C 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 13A3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 L -C 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P L 12C-0sw 11D0 0.091 2.65 1.47 0 0 0 0 0 0 0 0 D C 161338ad 0.390 0.026 n 11.35 12.11 0.76 1.42 0 47 0 47 0 35 0 66 0 171 0 171 0 130 0 243 F 2OP-191 0.050 1.45 0.73 0 0 0 0 41 41 60 30 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 242 Envelope loss/gain 166 171 1119 1731 12 a) Infiltration 94 30 503 162 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 260 201 1622 1893 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 260 201 1622 1893 15 Duct loads 2016 28010 51 57 20% 28% 1 3191 535 Total room bad 311 258 1840 2428 Air required (cfm) 14 11 89 107 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghsoft' Right -Sure® Universal 2017 17 0.16 RSU24005 2017 -Apr -12 1 Page 5t eaganPomte7499B%Lot39ReaganPointe7499BGRSW.rup Calc = M.18 House faces: SW 9 DEL -AIR Right -M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407.831.2665 Job: Lot 39 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Bdrm 3 Hall/Stairs 2 Exposed wall 23.0 ft 26.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.0 x 12.0 ft 1.0 x 259.5 ft 5 Room area 132.0 W 259.5 W Ty Construction U -value Or HTM Area (ftp Load Area (ftp Load number Btuhfft?'F) Btuh/ft') or perimeter ((t) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 ne 2.65 2.37 0 0 0 0 0 0 0 0 L -G 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 W 168-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 se 2.65 2.37 0 0 0 0 0 0 0 0 11 L -G 213-21v 0.340 se 9.89 12.87 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0Et2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 se 1.43 2.67 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 2.65 2.37 99 68 180 161 0 0 0 0tj2A-2ov 0.340 sw 9.89 21.20 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 31 0 309 723 0 0 0 0 W 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 2(v 0.340 sw 9.89 22.68 0 0 0 0 0 0 0 0L2B 2B-2fv 0.340 sw 9.89 21.45 0 0 0 0 0 0 0 0 11J0 0.600 sw 17.46 18.63 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 265 2.37 108 108 286 256 239 227 600 537L -G 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 12 0 119 269 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 L -G 2B-2ry 0.340 rrw 9.89 22.45 0 0 0 0 0 0 0 0 W 168-19ad 0.049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0L -D 11Do 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.76 142 132 132 100 187 260 260 196 368 F 2OP-191 0.050 1.45 0.73 0 0 0 0 0 0 0 0 F 20P-191 0.050 1.45 0.73 0 0 0 0 87 87 126 63 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 239 75 Envelope loss/gain 874 1566 1041 1313 12 a) Infiltration 392 126 452 145 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 12% 1692 1493 1458 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1266 1692 1493 1458 15 Duct loads 20% 280/9 249 479 20% 280/0 293 412 Total room load 1515 2171 1786 1871 Air required (cfm) 69 95 82 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr1ghttsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 2017 -Apr -12 16:37:04 ACek Page 6 eaganPointe7499B\Lo139ReaganPointe7499BGRSW.rup Calc = MJ8 House faces SW DEL -AIR Duct System Summary Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: DAVID WEEKLEY HOMES Job: Lot 39 Reagan Pointe 74... Date: 01.03.17 By: BENTLEY Name Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.265 in/100ft 0.265 in/100ft Actual air flow 953 cfm 953 cfm Total effective length (TEL) Bdnn 3 128 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdnn 2 c 2428 89 107 0.339 6.0 Ox 0 VIFx 15.3 85.0 st2 Bdnn 3 c 2171 69 95 0.332 6.0 Ox 0 VIFx 17.4 85.0 st2 Bthrm 2 h 311 14 11 0.357 4.0 Ox 0 VIFx 10.3 85.0 st2 GreaUlOtchen h 4382 200 165 0.281 8.0 Ox 0 VIFx 25.9 95.0 SO GreaUKitchen-A h 4382 200 165 0.274 8.0 Ox 0 VIFx 29.0 95.0 st1 HaIVStairs c 1871 82 82 0.346 6.0 Ox 0 VIFx 13.4 85.0 st2 Mstr Bdrm c 4314 132 189 0.283 8.0 Ox 0 VIFx 19.9 100.0 st3 Mstr Blhrm h 779 36 30 0.275 5.0 Ox 0 VIFx 23.8 100.0 st3 Mstr WC h 227 10 7 0.281 4.0 Ox 0 VIFx 21.0 100.0 st3 Mstr WIC c 140 6 6 0.278 4.0 Ox 0 VIFx 22.5 100.0 st3 Powder h 1696 78 36 0.278 5.0 Ox 0 VIFx 27.3 95.0 SO Utility c 1304 37 57 0.265 6.0 Ox 0 VIFx 28.1 100.0 st3 2017 -Apr -12 16:37:05 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 eaganPointe7499B%Lot39ReaganPointe7499BGRSW.rup Calc = MJ8 House faces: SW Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 221 290 0.265 532 10.0 0 x 0 VinlFlx st2 SO Peak AVF 478 367 0.274 609 12.0 0 x 0 VinlFlx st2 Peak AVF 475 586 0.265 548 14.0 0 x 0 VinlFlx 2017 -Apr -12 16:37:05 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 1 eaganPointe7499B%Lot39ReaganPointe7499BGRSW.rup Calc = MJ8 House faces: SW Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 953 953 0 0 0 0 Ox 0 VIFx 2017 -Apr -12 16:37:05 wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24005 Page 2 AM ...eaganPointe7499B%Lot39ReaganPointe7499BGRSW.rup Calc = MJ8 House faces: SW FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include O This checklist D A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method. O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 4/12/2017 4:30:01 PM EnergyGauge® - USRCSB v5.1 Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 4616 Eureka Lane Permit Number: Sanford, FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 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 verity 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. 0 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, backdratt 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 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or 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 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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. 0 R403.2.2 Sealing (Mandatory)l111 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 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41•C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 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 60•C). 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 atilt 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. 0 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. 4/12/2017 4:30 PM EnergyGaugeO 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. 2. A variable capacity system sized for optimum performance during base load periods is utilized. E3 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oilfired 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 verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O 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. 4/12/2017 4:30 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: Lot39ReaganPointe7499BGRSW Builder Name: DAVID WEEKLEY HOMES Street: 4616 Eureka Lane 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 s aces. 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 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot39ReaganPointe7499BGRSW Builder Name. DAVID WEEKLEY HOMES Street: 4616 Eureka Lane Permit Office. City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691000 cfm25(Out) 4 Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 14 Duct System Divide byLeakage Total Conditioned Floor Area) On,Out) I certify the tested duct leakage to outside, On, is not greater than the proposed duct leakage On specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: O 1HE ST4 V fl • .' a O WE 4/12/2017 4:30 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 39, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES 4616 Eureka Lane = Proposed Elevation Sanford, FL 32773 Area Calculations Total Lot Area= 2.040 sq ft (100%) Impervious Area= 1,199 sq R (59%) Pervious Area= 841 sq ft (41 %) Elevations are based on civil grading plans. Lot is Type "A" Grading Plan P.C. located on Lot 38 O 0141, r' . +`+"'n, yr 0.< :'' jam'• .+ w4 .. w...• I 616 EUREKA LANE SANFORD, FLORIDA 32773 Tract "B" (Common Area) Open Space / Recreation a Lot 38ICU s• 9 \ Lot 39 .:. moo. evJ / o • •c3'a . Ot° 0 6C Co h. O, 4,0' &A a°ca 00 o : ,, ::. Ri yam Aa Q Cb ter.. .• .._ • a•'.: _ 1y 2p'//`pL of 17-11Z Lot 0 ZONING BATE 44-7, a hfbf Ok to construct Single Family home H G1 11, %p , \ impervious area shown on kb yJ O i°/% 9 N 19dJ L1 N 49008'32" W 34.00'(P) r W E L2 S 49°08'32" E 34.00'(P) S L3 N 49008'32" W 29.00'(P) This is NOT a Boundary Survey Graphic Scale 1 26 40' Scale: 1'=20' Field Date: 4/11/2017 Date Completed: 4/12/2017 NOTES- I hmotsy, coney that IWs Boundary Survey of the above Desoibod Properly Is Suney n B.sed upon the Legal Description Supplied lay Nent. UuldnepropeNesOeedsNveNOroeenheseardMlerGaps.Overlap W410Nbtus Sub)ect toany Easements and/or Restrictions of Record. The and Corers to the Bed at my Itrewco ieo and &dirti as roandy 3eveyed under myDlroetiononThe Onto Shown, Based minlormstionfurnished toMo as Notad and Conforms to this Standards of Prociloo for Land SurvoylrDrawnBy: M.C. File Number.IS-36303 PP Legerxl- Se.dngtauwsshonhereon,isAssumedandealedupontheLineDo medwsthatle' I.Mostaleofnofdshacoordancewith Chapter5117.052rlorroa Administrative Codes. Pursuam 1 len 472 7 Florida $lauds. C Calculated PC • Point of Ctavekae euilding Ties are NOT to be used to reconstruct Property Lines CCg CentedlneConcrete Block Pe. -Pa Fence Owner;lp is NOT determined a1CK ARF CM Concrete Monument PI - Pam of InfrsectIon P O.B.- Point o1 'rot Pool Overhangs• Underground Utilities and/or rooters have NOT been located UNLESS rl vPii.4•. Q. u t ConCD concreteDescription Is O.L-Point all Lute PP • Power Palemeta otherwise noted. Septic Tanks and/or Drainffeld locations are appioslmate and MUST be verified by a Jr n0. 7HE FIRDEDralneaeEmnwdPRM - Permanent Reference appropriate Utility Location Companies Patrick K.Irelan RamoP 6637 LB 762: Eamt.-Esaamem Monument Usool This Survey far Purposes other then Intended, Without Written verification, Will be F.E.MA - Federal EmereanLy PT - Point of 7 81 at the Users Sole Risk andWilhoul Liability to the Surveyor Nothing Hereon shall be This Survey i5 inlen Y use of Said Certified Parties MOMpement Agency R . Redkn Construed to give ANY RlPhu w senNiu to Anyone Other than those Certified. Thio NOT VALID Uk and Embossed vb Seal FFEFrld. FNbltod Floor FJwmbn FoundIronPipe Red. - Relllat R&C - Rabat & COP Rod'led POINTS OF INTEREST• DSCONCRETE DRIVEWAY AND SIDEWALK CROSS 5' UTILITY Ireland & Associates Serve Inc. LM Maaslaed Rf0 • Set • Sat 1S' Reber a EASEME DoctsSlBnthd by: g, NdD Nag d Disk Naber Cap *LB 782& 1301 S. International Parkway Suite 2001 N.R. Non•Radial TT7P • Tmrel AM& .r Iv LAIA,, EP Lake Mary, Florida 32746 ORP Officlm Fit , Book Pim UE - Easarnertl WM - Wool MOW WW www.irelandsurveying.com P.B. 0- Plot Book Wood Fere® p • Delta (Centre Mae) 0- • Chain Link Ferre SICE063FCAE84EB Office407.678.3366 Fax407.320.8165 1d VTR AAV FReagan's Poin -te I_cD -t 39 R n O d ri O 0 10 way CO SAN to sewer RECORD COPY Residential Load Demand General Method 1694 square feet X 3VA = 5082 VA Small appliance load = 3000 VA Laundry = 1500 VA ' total 9582 VA First 3000VA @ 100%...........3000 VA Remaining @ 35% ................2304 VA total 5304 VA I Dryer 5000 VA # i Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA SANFORD Range. 8000 VA oj Heat 8000 VA NARTM ` Micro. 1200 VA total 34,574 VA - 240V= 144 amps= 150 amp service Model 7499 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford_ James Lanier EC 0002989 Office # 407-933-7771 RECORD COPY 17-1128 w\1J3lfVc SANFORD OFpAR, Must have a mInlmun clearance of 4 Inches around the alr handler HZ221K OARDI4TZ OARDI2TZ OCPRDI0 DATS C7735A 40va trans t W. NOTE TO BUELDERIMUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOD1tS TO HABITABLE ROOMS Transfer ducts/gril(s sized In crn pllnnce Ith Flarlda Resldentlal Binding Code -M1602.4 balanced return air. EXCEPTIONS 1-3 FLORIDA Core Plan Notes QW5 ALL BEDROOM WINDOWS MUM ffiI55 EOUAL SASH YANOOWS PERCOIMNIY SPECS. 10TCHEN APPLIANCES PERO010166TY SPECS STAWTRWPEROOMMUNRYSPECS SEENTOETAL EXTERIOR STEPS:MN.3r WIDE. 170EFP6 MAX?ICHGH MAX 1 1? IIGH THFL90D AT EKTERIOROOOS MIR. 20 MUTE FIE RATED. 133 SOLID V0000. OR I3TS000OR HMTt MBCOE STEEL DOOR BETWEENGARM£ 6 LMC SPACE AMEOUPP®VWIH A SEIFaOSK DEVICE. Sr TWE X (FTE RATED)GYPSUM BOARD AT GARAGE CEILING WWEN W{BRA&E ROOMS ARE ADD& 1? GYPSLl1 B010DA7 ALLGARAGE WALSCBUNOS SEPARATNG GARAGE FROM RESDENCE OR ATTIC R312 21 WINDOW Sus. IN DWBLNG MRS. WNW THE GPENNGOFAR OPERABLE YINDOW S LOCATED MORE THAN >s IN MABOVE THE FUMM GRADE OR SUFFACE BELOW. THE LOWEST PART OF THE CLEAR OPMF GSHALLBEA MIAMUMOF x. NOES ABOVE TLE FROM FLOOR OFTWE TDOIN WIN THE WdNDOW S LOCATED. OPERABLE SECWNSOF WRDOWS SHALL N OTPOWTGPE OW TWIT ALLOW PASSAGE OF A WN OWETEA SPWFIE WHERE SUCHOENRNGS APE WCATEO WPMIN N IROES OF RNSHED FLOOR RSM? I AHOIORNG RECLAEMENTS. VANDDWANO GLASS DOOR ASSEMBLES SwALL BE ANGIOiEO IN ACCORDANCE YAM THE PUSUSHFD MAPIIFACIINES RECOMENDATIOIS TOAONEVE THE DESTOI PRESSURE SPEOFT® SUBSTITUTE A14040" SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FOWMATHON MANUFACTURER SHALL PROMO EQUAL OR GREATER ANODRING PFAPOMAN EASDFLHO TRATEDBY A000`TED ENGINEERING PRACTICE, TUSSHON/ER WALL HT VMESPERTUB WN. TIBNMLL HTS3T OR xT PER TIB SPECS VERIFY N FEW HVAC PLAIMF34 VARY PEROOMNLOETY PLATFORM NT PER SPECS. VERIFY N FIELD r•7 26.7 UQ I I 7•P 16.7 7-7 r------------------ - I u,EGF ROONABOYE lumgmdgm o X42 A/C SLAB U BLDR MIN FROM WALL 2 CAR UN d O GARAGE q- MS 6+a3, A 12---""2.5 TON V/6KV @240V I PH o --) platform by lo o----- 4 bldr 0 crLU 8x10 plen OJ 6____ iscale 11/6'=1'0' I I 2x12 rad is Q a F I 0 I mQJ(n00 0 3 x 2K6WALLIxaeo 1a•e• N'•r DININ F MILY l0 4rcd 10x10 4ecd 165 6' y 11 14'x10' g'II z 7.101.? 3'-S1? I I Nii I I J KITCHEN N 3060 Y O 7.7 7 7 ioaGM 3651 FK UIEOF N pf•7 FLOORABOYE B FK r bQ6'•6 6•C .7 xr-7 FIRST FLOOR the State Energy code. All duct has an r=6 Insulation value. 9b go W/ ruri Nutone 696RNB INOTE: ALL IST FLR. CEILING HEIGHTS 9'- 4" UNLESS NOTED OT L M N S1C N rt1 Q 2 N t(1 KS Q g s Z O m UQ I I I I I I I I o O U CI UN d O q- CD r; M A I- Ch Q' o --) Z Z 0 crLUOJI I I I Q Ll I I I I mQJ(n00 0 t\ 3 o O U J1 UN d O d q- US N r; M A I- Ch Q' o --) Z O J1 m Z Z 0 WJcoD1oQ 0 mQJ(n00 4' to W e e 24' d T•IIr ,e•r 4.•r 4.,Q 4.•Q 4.•1. M45 -25H BTM b N btN m Q UI I I L I I I I O UTIL I I 696RNB m 0 b 55 OWNERS i d 3 ye r c H I 2e RETREAT I b ti I L vent b 1 ttG Ioo#so 14XG d 0 QN e 11w iI I I I I s is I I lT. L ------ -------j o O O 4 G.1 e•s r ss I I I NOTE TO BUILDERMUST PROVIDE UNRESTRICTED 416 16 14 e' U d 4 I b we rag a 5 i g I M 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOKS e 1815_ _ _ 7 2 e SHFIFO e ti AT Td NE S BATH Transfer ducts/grlls sized In compliance b `' In 30wrCAP a TRM 3' bdlk balanced return air. UP , 4••0' 0 r* EXCEPTIONS 1-3 4' 10'W/fa Isb h LOFT' -t024a b ly 1QTS6 1 Y a® 24x18 rag ti , i I H2 Ya IRIS____ b N RitO - re 1 020 N R F•Ir /r 7•r 7.4 r r•z a BEDR 3 BE RM 2 10x6 1Jd 10x6 110 4. O N b0/7•e Q SN PLED N SECOND FLOOR I(Awi<a.uaa er•r B•B' r•e' 5'•4' S'•4' n••r z•z 17.4' 16-r 24'•0' HZ221K OARDI4TZ OARD12TZ OCPRM0 BATS C7735A 40va trans duct duct cap co o m Q UI I I L I I I I O 0 696RNB m 0 d 3 LU H N I L I I W 0 QN I I I I o O O 4 I I I I NOTE TO BUILDERMUST PROVIDE UNRESTRICTED U d 4 I I I I 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOKS oM Transfer ducts/grlls sized In compliance with Florida Residential Building Code -1101160P-4 balanced return air. EXCEPTIONS 1-3 NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE FLORIDA Core Plan Notes ALLBEOIOOM WNOOWS TOMEET EGRESS EQUAL SASH WINDOWS PERCOMANRY SPEM DTOIENAPPLIANES PER COMMUNITY SPECS. STAN TRY PEA CGNIMTY SPECS SEE IM OETAL EXTERIORSTEPSMN 3SWIDE. IT DEEPA MAX 73f4•HGH VAX 1 1? NON THRESHOLD A7 EXTERIOR OWNS LIN 20 MINUTE FIRE RATED.I 3T SOLID WOOD.OR 13TSOLDIOR HONEYCOMB CORE STEEL OOOR TE1WffNGARA4E f UNNGSPACE ANDEOUPIEDWTH A SETF-aDSiC DEVICE Sr TYPE X FIFIE R1TMGYPSUM BOARD AT GARAGE CEILING VAEN HABITABLE ROOM ARE ABOVE Ur GYPSINABOAFDAT ALLCMAGE WALISCELHGS SEPARATING GARAGE F7DM RESIOFACEORATTIC. F131ZZI WIDOW SKIS IN DWELLING UNITS. WHERE THE OIEWCOFANOKR-82 WIDOW ISLOrATED MORE 1H AN 72 MESADOVE THE RN90DGRADE ORSLffACE BELOW, THE LOWESTPWIT OF THE CIEAROPENNG SNALL BEA MBNIMUMOF 24 INCHES ABOVE TME FINISHED FLOOROF THE RDOM N WHICH TRE WIIDOW GLOCATED.OPEMHE SECTIMSOFWHIOWS SHALL NOT PERMIT OPENWA THAT AM PASSAGE OFA 4" 014CFERSPHERE VA£RE SUCHOPENNGS ARE LOCATED WITHIN 24 INM OF FTH&O FLOOR RKIL7.1 ANOIORNG REOUI EMEKM WINDOW AND GLASS ODOR ASSEMBUFSSFALL BE ANOIORED wA000iD1fGE IN THE PUBLISHED MANIFXnM RECOMYAOMTONS TOACREVE THE DESIGN PRESSURE SPECFED SUBSTITUTE ANCHOiNG SYSTEMS USED FOR SVBSIRA7ESNOT S%WED BY THE FENESRATUON ALNIFACTUFER SHALL PFMM EMMORGFEATTBTAN FIPGPMORIAAMMASOEMOSTRATFDBYACfBT® ENU EERNG PRACTI E. TUSSNOWER WALL HT. VARES PER TUB MAN TUBWN.L NTS W O RZr PER TIB SPECS VERFY w FEUD HVACPLATMMG VARY PEROOMAM PLATFOMHT PER SPECS, VBM 14I= Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has ah r=6 insulation value. Rating U11 Z cW G O 0 cn m d 3 N Z W 0 AN W 3 w o O O Q U mmJ(n00 0) U d p C3 ON N 4 M At\MW oM Z O cn m W Z Z OJ_ QJOOQx mmJ(n00 IF RECORD COPY 24' 7'10' 16'2' 13'4'10'8' P4'____] Revision Date(s) -4/19/17 ; 4/20/17 LU524 O P HU526 6 Q THA422 QCU Cl) Rill, 0 L. EJ7A L. W D D D D CJl F_ n r7 CJ1 w CJ3A yCJ3 CJ3{ CJSB y` 9 1P CJSA ' iNl e f CJ5 I e Bl A04 fU A03 fV A0271 j fU CU cU fL I Do cL 47 llryy j N u 0 1 7 fU 1 TU lU I tl' I A02A N i. A03A I U A04A U ti A05A 1} CU A06A n QD EJ2 (6TY=5) yvLC 11o l B01 i n1 B03 13'4'10'8' P4'____] Revision Date(s) -4/19/17 ; 4/20/17 LU524 O P HU526 6 Q THA422 QC ALWAYS SET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY 37# Shingle Loading 139 m.p.h. / Exposure B 12 Roof Pitch 6 9'-4' 1— 1'-4' __L J TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. BEARING HEIGHTS Bearing Wall @ 8'-8' Bearing Wall @ 9'-4p Bearing Wall @ 19'-8 3/4' IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT i0 PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES 70 SUPPORTING STRUCTURE PER REACTIONS SHOVN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING LAND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER VHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN VTCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, 17 DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAVINGS. DOCUMENTS INCLUDING 7HE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. CONVENTIONAL FRAMING, ERECTION ANO/OR PERMANENT BRACING IS NOT 1HE RESPONSI BILI7Y OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING VNICH IS ALVAYS RCOUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING VHICH MAY BC RCOUIRED IN SPECIFIC APPLICATIONS SEE 'GUIDE 10 GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING L BRACING OF METAL PLATE CONNECTED TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. VHERC NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN TRUSSES SMALL BE HANDLED VITH 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. R1ACU FLOOR TRTRUSSES C -SPAN TRUSS CO. 407-321-1440/386-872-5098/ 352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE Customer David Weekley Horses 7499-'B' w/ Optional Tra LOT/BLK/SUBDIV Lot 39 Reagan Pointe 4/10/17 1 RC 116008 Alpine, an ITW Company 2400 Lake Orange Drive Suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 Page 1 of 1 Document ID:I W05408-ZO320094156 Truss Fabricator: Accu -Span Truss Company * ; 44651JobIdentification: 16008--7499 B w/ Tray -DAVID WEEKLY -- Lot 39 Reagan Point (1608 -ay jDAVI Truss Count: 43 II .Q • a ,ft Model Code: Florida Building Code Sth Edition (2014) j9'•.tiIC OQ`.•'•4 41 Truss Criteria: TPI-2007(STD) 'p (s ••• OR '••. Engineering Software: Alpine Softtwre,Version 15.01. Structural Engineer of Record: The identity of the structural EOR did not exist as of Address: the seal date per section 61075-31.003(5a) of the FAC nrisdocumant has been electronkellrslpred Minimum Design Loads: Roof - 37.0 PSF 0 1.25 Duration and sealed using a Digital Signature. Printed copies wtOwA on original signature must be Floor - 55.0 PSF ® 1.00 Duration verified using the original electronic version. Wind - 139 IN ASCE 7-10 -Closed Notes: 04/20/2017 1. Determination as to the suitability of these truss components for the Douglas Fleming 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 nust neteh the date shown 2400 Lake Orange Dr. Suite 150 on the individual truss component drawing. Orlando FL, 32837 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR40B Details: STRBRIBR-BRCLBSUB-14030EC1-GBLLETIN-DEFLCABB- Ref Description Drawin # Date 1 36397--A01 17110115 04/20/17 2 36398--AO2 17110114 04/20/17 3 36399--AO3 17110112 04/20/17 4 36400-404 17110089 04/20/17 5 36401-402A 17110088 04/20/17 6 36402-403A 17110094 04/20/17 7 36403-404A 17110086 04/20/17 8 36404--AOSA 17110078 04/20/17 9 36405--A06A 17110109 04/20/17 10 36406--B01 17110118 04/20/17 11 36407--BO2 17110117 04/20/17 12 36408--1103 17110099 04/20/17 13 36409 --FG 17110095 04/20/17 14 36410--FG1 17110096 04/20/17 15 36411-401 17110101 04/20/17 16 36412-402 17110100 04/20/17 17 36413-403 17110092 04/20/17 18 36414-404 17110116 04/20/17 19 36415-404A 17110211 04/20/17 20 36416-408 17110097 04/20/17 21 36417-408A 17110102 04/20/17 22 36418-40811 17110110 04/20/17 23 36419-409 17110090 04/20/17 24 36420-409A 17110098 04/20/17 25 36421-410 1711010S 04/20/17 26 36422-411 17110108 04/20/17 27 36423-412 17110107 04/20/17 28 36424-413 17110106 04/20/17 29 36426-414 17110104 04/20/17 30 36426--EJ7 17110091 04/20/17 31 36427--EJ7A 17110080 04/20/17 32 36428-401 17110081 04/20/17 33 36429--EJ2 17110077 04/20/17 Ref Description Drawin # Date 34 36430--NJ7 17110093 04/20/17 35 36431-4.17A 17110079 04/20/17 36 36432--NJ2 17110103 04/20/17 37 36433 --CJS 17110082 04/20/17 38 36434--CJSA 17110111 04/20/17 39 36435--CJSB 17110087 04/20/17 40 36436--CJ3 17110083 04/20/17 41 36437--CJ3A 17110085 04/20/17 42 36438--CJ3B 17110113 04/20/17 43 36439--CJ1 17110084 04/20/17 WEE 1bUUU--/4V9 5 w/ Iray -UAVIV WLLKLY -- Lot 39 Keegan Pointe - AU1 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 23.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Truss passed check for 20 psf additional bottom chord live load in areas with 42" -high x 24" -wide clearance. MWFRS loads based on trusses located at least 11.67 ft. from roof edge. 0Ao 3X4(A1) r= 3X4(A1) a dk..20-4-0 T+/_ 0-8-0 1-4-0 1-4-0 L 12-0-0 J— 12-0-0 J 24-0-0 Over 2 Supports R=1043 U=118 W=4" A S` -118 W=4" RL=150/-150 0O 1j/• S••• Design Crit: FBC2014Res/TPI-2007(STD) o PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1.04 06 .0 T 1 /-/2/-/-/R/- Scale=.25"/Ft. WARMINGI•• IMM AM FOLLOW ALL UM 0 INK WASIw, ALL CORFMAC701IIIDAFAVTn=ISN THIS/71101116 1p 6 INCL1Ali•6 7,Q INSfALLE S. T LL 20.0 PSF REF R408-- 36397 Traver rpu,r• • a ere 1n rrrle.t,n•, n.Ml,np, .nlppinp, 1n t.11lp .M br.e ,np. Mf•r tCMLb1tMItIMCI'Kil`(b,ICln6 Coys,tnt SeLty Info,vtl—, by TPI .,.A ncA) for .•r•ty pecticAA S DL 7.0 PSF DATE 04/20/17 o p. Inf<•11 •r. fn•11 erM,M teeperNy .r.e p.r SCSI ltil pf m[M o[MlnplMMfprop DRW HCUSR408 17110115 a - top CMrO .MMI My erepes ett.el,M et rl.:turel eM.0 I,p .ne b•t[M cMrA .MMI n.w . prep•rly .tt • ly rl•10 eel Iln•• L«.11rf 'Lwn r•r p.re.n—t I.ter.l reftr.lnt of ..e, 1/2.11 Mw br.tl,q In•l.1lb pA . ATE DL 10.0 PSF s q. S7 K •/0. .t .ppl, erl•. Apply pl.tr to .ten fte• or tru — prl— •• Ysl .be.e HC -ENG GA/DFaLpO1.t•, ... I1....t.e et,...1... A.r.r is er—inpA ,.1A-: r.r .t.nA.rA Ill.- pe.it,—.. '9 .OP••• LL 0.0 PSF Alp-. Alp l,r. . Oltla— of 17• W1101Ceepen•ntf Cr.1• Int. -.00 a M reeeem l le rsr .ny eev U[1— Ir an Ow ••1 1 ti AK nw CDMNWY O\ 1• Mt.'1'•I.t 1•,1 t Nec1 t. ful'A tbon! ruff In c—forYnc• •Mtn ANSI/IPI 1. •r fw MnAI lnp, ripp,n6, / 111`•• •••• np e t .,,.• ••• TOT. LD. Mel 0-111. w — pep II"'tllle /r -11p. In•la•tee e."ie,pe of Pr•f ..I—1 en•InMrlr' Ss 37.0 PSF SEQN- 84549 FROM RFr..r.1+1111Iq l f r w A0NNj e1 robin* Tne euitril lty the eM of -1. broiling fw eta etrtstere is '7 DUR FAC 1.25b11A /MIO— A•SI/" 1 SM.z. 1.'.. 2wDLXUOMPDI SufH 130 22937 r—pllelelllty of w 1n6 perof, w JREF- 1W05408 Z03Cdodo.FL FL COA 90 27S For Mr. Inti—LI— ..• ....:"b . •.n.r., nbt p.6• o- `" 'eb .I.:" SPACING 24.0" ALPINE: ew.elpl-10 M: TPI: ... tp oro. WrCA Mu.try. ICC f.f•DOu la FlemingLie Number: 66648 04/20/2017 I. Iouuo--igay o wi Iray -uHVIU WttKLT -- Lot 3`J Keagan rointe - AUZ Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 = 4X4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 23.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. MRS loads based on trusses located at least 11.55 ft. from roof edge. env = xb = 3X4(A1) a 3X4(A1) a T -a -o T -a -O 11-0-0 _I 2-0-o I_ 11-0-0 I 24-0-0 Over 2 Supports R=8 U=119RL9839/-139 W-4/ WL.ft.c.'i. W-4,. A-20-4-0 TT +/- 0-8-0 04/20/2017 Design Crit: FBC2014Res/TPI-2007(STD) a ' " v' _c -• PLT TYP. Wave FT/RT=096(096)/0(0) 15 1.Q,.06 1.0 QT 1 L/ -/2/-/-/R/- Scale=.25"/Ft. 1MARNINGI•• NEM AID rmw Au NWU 0 THIS M01.61 MIT.. AMISH THIS 1M1I1I p To eu totlT.enae 111C11p1w TIE 11RrAL1.on. O. • T LL 20.0 PSF REF R408-- 36398 nI1I1 .^I1, At—pow 1 AN nwcoMR11NY 2110LdeOr&WDF, Suite 130 Tru.»• r'pu....cr'.' e.r' .n r.D..... n0, n..b l.,.•, .nl py lr.e, ..nt.l1. o .r.eq .... •rf 1'. e.r.r ` .. M 1•ua »IU.n .f K31 (W.Im..p Ce.pawnt s.ray Inror»clop, Cy T 1 .M ftp) rer r'cr or.etle» e• p•rfO.+.,q aM» fu.C[lens In•['11•rs — pr t r.ry x.t.ee p.r SCSI. U.S... nec» et» p tnor• •».. My pr'p•rly .tt.e..,e ......... 9 ...• »tt» e»H ....I. n„,.. prep.rlr .[c ri p10 e'1llnp. toe.tl»• .I.e» rer »r..,..nt I-.... ......lnt .f s• .n... n.w Dr—I p 1..•c'Il» »r '• p er Bo. ...»u<»I.. Apply p••a.. c• ••en r.e• or vm• .m p»lclon .. L.aw..Dsa. M`Jolnt D.t.11., nl... 't» etl.r.l... e'r•r to er..l,.p. SWA-: r.r .t...•re p.•c. p»lal... tA.p1». . el....en er I70 •u..O.p Ca4m..et. Croy Inc. .n•1. nst » ra•p.nsl•1. for •,y a.e.alon rr» t w1,q..••r f•I. ur. to Den. a» try. .n <oror.'ne• .Itl. ANSIrTPI 1, or for 1..,.11.0, .n 1pp b.p, n.t.l..t.•n A,Dr•e.np ., e»I en NI. OSII.p N eery ~ IIe51 tl.le eryl 1.111 A• Ir. 1A•IDetee ep•qu1De of 0.•r...INI ep.leerlp t, »I.Ir r•r w •»I0n o a.. NSI w1-161 b . • y. •r tAl• •r»Il0 rer .••r .t.tet .. r..p l•Illtr .r t wllal.q o»le»r p.r A1alrn1 1 S».2. F: ATE ' 1• 90 OR` ••' E••• iyyy Sujp, A` 4` r 1g14 DL DL LL TOT. LD. DUR . FAC . 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 DATE 04/20/17 DRW HCUSR4Da 7T 17o71A HC -ENG GA/DF SEQN- 84553 FROM RF JREF- 1WO5408_ZO3 OrlmdaFL 32837 FLCOA1D27! per .er• .nr•r»clen .» tn.. J»'• p•»r.. no • p.p• .na u'» we •It»: ALPINE: —alp.n'.t•.t»: TPI: •••.tpin•t.erp:.reA .o'.•t.nee,trr.t». lee Flerning Lie Number: 66648 1 SPACING 24.0" 04/20/2017 IbUU3--1499 B w/ Iray -DAVID WttKLY -- Lot 39 Reagan Pointe - A03 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: T3 2x6 SP SS: Bot chord 2x4 SP #2 Dense :132 2x4 SP #1 Dense: Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS DMD PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 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. Calculated horizontal deflection is 0.20" due to live load and 0.27" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.30 ft. from roof edge. 4X4 = 6X6 3X4(A1) _ 5X6 =_ 0-4-3 20 - TT +/- 9-0-0 6-0-0 6-8-0 9-3-8 _10_ 11-6-0 24-0-0 Over 2 Supports R=984 U=121 W=4" CSOL71' R=912 U=101 W=4" RL=108/-115 %4,' 04/20/2017 V 'C • Design Crit: FBC2014Res/TPI-2007(STD) -I+ _' 7oPLTTYP. Wave FT/RT=O%(0%)/0(0) 15 1.0 .06 1.0 Q 1 L/ -/2/-/-/R/- Scale =.3125"/Ft. 9ARNINGI•• IRM AID FOLIA ALL NDM 011 THIS OIIMIMI • O. • 10MANT•• P"1911TCIS ONANINO To N.I. OOMM400NS IOMMINO TTE INSTALLELt. • T LL 20.0 PSF REF R408-- 36399 r."r1t.tl,q. MM11n•. .n1pPI,1•. ,Mt.1II .ne ..t,no. N.r.r t..,w II • * tM btat ..itlOn er'NCSI`(cW ml.9 C—POo•.t SN•(y Inroru b— by TPI •TCA)'ror •f•q Pr•etlwa • DL 7.0 PSF DATE 04/20/17 p•rror.l, U,•f• r,•Ittl IMc•I1•11 ,n•II Prov1.• t,yer•ry .r•.1no P•r &MI. Unl•„ Mt•. •tM • DRW HCUSR408 171110112 t• op e . ,nH1 My P'• '.y •ec•en.a ,ermtur•1 •M•tM,p .M .alto. enor0 •n•11 n.w • ProprlY •tt•e : irl•l."CN llnp. L•C.tlm. .n•.n f.r p•r•MIMt 1•tN.1 roVNnt Or w>, •n.11 b•v Cr•C lnp I",ta 1.O P.r'i DL 10.0 PSFATEt• tt l.nf ., •T er Al o. ., •PPI1e.•1. APP1r PI1I1% to •.tn f—or cr., ... oo,IClo, •, ,1,•.n •••» ... ;• t HC -ENG GA/DFaOpDtn. .1nt °:t.11., u 1... Mt•. •t Mt .. R.I., t• .r•.1••. ,C.A-: r.r —.r. PI.— Po.1t1•n•. % . A .' LL 0.0 PSFA1P1M. • .,.1•,. er 1„ w1lm c Co eMnc, Crwq Ina •..I I Mt a r ,P•n•1•Io ror ." 1— t "0 o AN mvmAARANY" w. 11• A SI/TP1I,I•. , IWInO. ` bwl,p. •ny r•11ur• c• salla tM cru•, In confor.•nc• •Mtn ANI 1. or ror h-0 NI• cl lp N CMI P.O• 11 t 111• NI• cr•NIIio. Incicsi•• ••t+t•ro• •f .11.11I••IIIp ''g. " •••".'•'•GGG TOT. LD. 37.0 PSF SEQN- 84626 Pr•fM•1.11.1 r..P.I.lsllltr .•1.19 I•r tM C••1a Ylsl. TM .r1tY111ty •Ir — •f fJ11..rMlp fM .n •t.titl.. I. T4 s/Q Nl A DUR. FAC. 1.25 FROM RFJDOLde017DjcDr $MIC ISD 32,37 r••P INIIt) •F ss. rll.l,y o..1/,•r P.r ANSI TI , 5•e.2. JREF- 1W05408 Z03OdLndaFL FLCOAID27! F., `r• '.Fora."°" -1 ;^•• • 9-0• P.P• "'° "'•'• "` ""'. ALPINL: —1PImIc..cv: TPI- . moo. NTCA: --try— ice: .w —Dou la Flemin Lic Number: 66648 SPACING 24.0" 04/20/2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bUUU--/999 If w/ fray -UAVIU WLLRLY -- Lot 39 Keegan YOlnte - AU4 ) Value Set: 13B (Effective 6/1/2013) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP N2 Dense :T2 2x4 SP M1 Dense: TC- From 56 plf at -1.33 to 56 plf at 7.00 TS 2x6 SP SS- TC- From 56 plf at 7.00 to 56 plr at 17.00 Bot chord 2x6 SP N2 :B2 2x4 SP I1 Dense: TC- From 56 plf at 17.00 to 56 plf at 24.00 Webs 2x4 SP N3 :W3 2x4 SP #2 Dense: BC- From 4 plf at -1,33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.03 Lumber value set "138" uses design values approved 1/30/2013 by ALSC BC- From 10 plf at 7.03 to 10 plf at 7.77 BC- From 20 plf at 7.77 to 20 plf at 10.17 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 20 plf at 10.17 to 20 plf at 24.00 within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, TC- 240.39 Ib Conc. Load at 7.03 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 454.27 Ib Cone. Load at 7.03 BC- 1150.88 Ib Cone. Load at 7.77 Wind loads and reactions based on UWFRS. Calculated horizontal deflection is 0.17" due to live load and 0.22" In lieu of structural panels use purlins to brace all flat TC • 24" due to dead load. 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. (2) 2x6x6-7-12 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3 min. nails • 8" OC, plus JT PLATE LATERAL CHORD additional nail clusters at: BRG.: (4), heel: (8), 1st panel point: No SIZE SHIFT BITE (4). 1 91 W4X8 2.75 L 2.50 NOTE: LATERALLY BRACE TOP CHORD BELOW FILLER AT 2'0" O.C. MAX. INCLUDING A LATERAL BRACE AT CHORD ENDS. 2X4 o 2X4 = s 5X8 1= 2X4 III 3X4 = r 5X6 = s T2 4-4-11 s r 3X4i3qBE3 = 0-4-3 1-0-0 3X4 B2 3X4 - 2X4 T SX8(B1OR) _ + 20-4-0 4X6 (A1) 4X8[91 - 3X6 III 7X10 = l_ L 7-0-0 _I_ 8-11-0 _1'-1:L 4-7-8 _1 ile 24-0-0 Over 2 Supports i R=2248 U=548 W=4" S F R=1486 U=347 W=4" 00 we Design Crit: FBC2014Res/TPI-2007(STD) o ••v $••• PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.Of 06Ima A /-/2/-/-/R/- Scale =.3125"/Ft. 1. 1110GI•• NIS AND 0 TO ALL IDLES dl THIS OaSIM • LL 20.0 PSF REF R408-- 36400I~MT.. FMGI'* WA awls 7D ALL Ca111AC10.3 1•MWI TIE IRTALLF7•. • Tru•••• r•ou lr• o a ... •r• In rr.rluunye hr1•U • ' nIP^•, Ima,1111q ...r.e11q. A.f.r a..1e r 1 . L 7.0 PSF DATE 04/20/17MI,a,st •dlal•n , freCSle( WII•Irq C,rpan,n S•f,ty Infor••ti•n, by TPI oro •ICA) for -rot, Peet.... 1 : i A o p.rfor.lny tMf, fuletlenf. Inft•1 I,r• N I w -no t„or•ry br.em, ", KSI. U11.•• - KMr.1II, y• ATEtoPch.rd . oI h.•• P,. ,oy .tt•en.• .tr-el .11,.CMI1y .bd 1.ttoo CION . 1I h,w , ProP•rly •tt,t • • DL 10.0 PSF DRW HCUSR408 17110089rlyldeelllnp. t•e,tlm. ,loon fN p.r.wrna I--, ...tr,Int of .,e..h•l l M e br•el.y I,• 1l,d p,r • s,et l,n• •]. •7 or DID. .. ,ppllcslo. Apply Pi.- to „eh fee. or aro, ,nd P•,Itlon .. ,h..b •bw• w • •' pD tM •• Int D1I.. ..... no -I... Il.,- to --a. 16"-Z for a• W,rd Plat. po,lalsn.. •'`Op• bLL 0.0 PSF HC -ENG KD/WHK Alp,., , d-,:' n ,f OV WI Id 111y CoNi-t. CroyncI. M,11 not m al-ible for -y oo•LIS,t1Cn I- tOA •• O • wlny, •ny f•1ur, to bel So ah• true• In ConforY .Ith ANSI/1,or rr Mndl lq. R " TPI r.r.111 1 / • AN WMMiMNY 1 •t,ll•tlon A br•elhy or tru,,.,. •'••'• OT. LD. 37.0 PSF SEQN- 851218 eMl -till* •ming M ower Pep 11111, tato` dr -my. 1MIe•t•e ew•erre M Pfef o•141•I Mg11NNlrlby r,ywOlblllty f.f _ _'_ ol-. TMI.1, M wlt lllty .11• w of -I. dr lne ft, r, .trt - 1• AAA 2408 LAeOm Q, Slim 130 r,oP OINlllt, ,f u1, WIId IIy Dwlp- Por ANSI/TPI I S-2. r - DUR. FAC. 1.25 FROM RF Oflando,FL 32137 For ter, Inr aon - ahl. :m•• yorrr•1 I1o<•s P••• ah...... ":'.` A SPACING 24 .0" JREF- 1W05408 Z03FLCOA80271ALPINEIpin,lt. : TPI: - tP oro: •TCA: •w.•Oellldu.try.ee.; ICC: ••r•DOU 1J Fleming Lic Number: 66648 04/20/2017 it)uuv--/4`J`J C w/ Tray -UAVIU WI:[RLT -- Lot 3Y Heagan rolnte - AULA ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 = 4 X 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.82 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 CSC member design. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. MWFRS loads based on trusses located at least 11.41 ft. from roof edge. 3X4(A1) a 3X4(A1) is L, 9-10-8 _1_ 4-3-0 J— 9-10-8 I cc 24-0-0 Over 2 Supports R=988 U=120 W=4" S RL=128/-128 x : !_d; _ Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.Of 06 .0 WARNIMGI'• AERO AND FOLLDA ALL ROTES ON TNIS OMWIIIGI I!'OITAIIT•• FIM ISM THIS oAA•IMO to ALL tOIIIAAttOAS IMeL]p1A6 7ME I.STALLEAS. Tru•••, r.pu.... t . .r. In I.....tlnp. nw,.0 n•, .n 1pp,np, Iroulunp .,1. er...9. A. r.r to .,1. r 1 OrlMlo[•st •.II— Orr SCSI(•.. I..., Ce peIMI1t S1f•ty 1nr•rootl•n, by TPI .n• LrtCA) for •.r•ty pr...... 1 t0 grforolnp an.1. rul.tlon. I..........M11 prow la• a•yor.ry er..ln• 11 .CSI. Yll... rotb otMr. p o . .n.11 Mw propor ly .tt-- .truoaesr.l .l».tnlnp .,W ro<too oMre •n.11 n.W . proporly .<t.t LI ATE 0r1p10eHlinp. L•eoal•n..lvn f•r p.ro I l.brN r•.ar •Int or w.. •n.11 Mw er.e lnp In.u11•. p•r 0 • 11111 O A orl• •]. •7 er •/0. o..ppll.opl•. Apply plot,, to •ocn foo, of tragi. .M pool[ Jon .. tMaol .00v tM JOIN 0•[.11•, andN — —rol— Nor— to .ro.l,ap• 160A -I for •a l..rd plot• po•lu j AIpIM. • .Ivl. Jon or 11. WI lamp Co pwr Creat/ Ino. M.11 rot A r•fps,.l el• ror .ny awl.tlon rroo t. ODA •' C r wlnp, •ray r.l1_. <o wll. aM <rw. In eenfa.•ro• .Itn MSI/TPI 1, or for n•,,.l lrq, MI 1 •A••N••••• ANI WCOMINNY lost..... on • w.e,np or tress••. 1 eM N1. •IMIAy M .•Y•f pM Il.tlpG NI• M••I h, 1MIC•tM .••AVSAre• pf pn1.A•IOMI .pinp.Ilp N1 A iOf•.p.ri.l.l l lty Ml.ly fK f1,. •o.lP •M.a. TM wlt.•Il lty .n• aar N NI. bMlll. fM orry .ertitw 1. bb. 11ty 4 l. 2=L]k^-- DI,SMOf I50 of tA. Wll.lrq Oo.lpaar p.r AMI 1 S•e.2. urft.. tpNyN•W OdmdD.FL 32137 For •or. lnrerYalm fes I... Jop'. p.Mr.l ro . pop. are tMs .w .1t— FLCOA1027, ALP,ME: .....IP1ro,a.,oa, TPI: ....tpl. t,er•, .FCA:—.—,—.ry.t ICC: ......... -9ou I Fleming Lic Number: 6( 1-4-0 W=4,1 20-4-0 2/-/-/R/- RLL 20.0 PSF DL 7.0 PSF IB DL 10.0 PSF LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 04/20/2017 5-3-7 Scale=.25"/Ft. REF R408-- 36401 DATE 04/20/17 DRW HCUSR408 17110088 HC -ENG KM/WHK SEQN- 852956 FROM RF JREF- 1W05408_ZO3 t IOVut3--iquu D w/ Tray -UAVIU W[[RLT -- Lot JU Keagan rO1nCe - AUSA J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6 = 2X4 pI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 5X6 = cA•t IB DAD o cA•t UI 2X4(A1) is2X4(A1) >= U4-20lFU"_0 1— 7-10-8 _I_ 8-3-0 J— 7-10-8 _I 24-0-0 Over 2 Supports R=988 U=230 W=4" 30 W=4" RL=108/-108 ..• • ..•/{'%/,/ 20-4-0 4-3-7 PLT TYP. Wave Design Crit: FBC2014Res/TPI -2007 (STD) FT/RT=096(096)/0(0) 15. 1-••• a O•• V S' 1.01 06 0 TY: 2/-/-/R/- Scale=.25"/Ft. ARM INGI" ItEAD AND rOLL• ALL IO00 THISMAIIN61 IWpAIAMISHIWISD T• ALL COrMC011 AIDINTINE IDSTALL•. TC LL 20.0 PSF REF R408-- 36402 t . .r• :n r.....:,.p[ n.,bl:,q, M:p Irq, .—,.II,,* M• M..:ro: A•r•r to — r 1Or : * Tru•,.. Z-1: 11 I. Ut••c Mlclm : Ir•Cslc( W:le l,p C..po— 5 r.ty InferMU D, IPI •:m •TCA) for r•ty proct:us 1 • TC L 7 .0 PSF DATE 04/20/17 P.rfer.l,q crof• furotle,h. IMt•11 •r• wll pror:e• a•ipor•ry Dr•elnp p•r •GSI IY:1M. rotM otM, ro .rola 6n 11 nw• PreP•rly •<to.hM •truetur•1 oh••chln •n0 pottoo chore .h•11 h•w • Proporly .tt•c ATE rDLrl•le .N ll:q. Loe •tion. Me•n ror Mrwron< 1•t-1 r•.<roJn< or ww "oil h•r• D-1.0 Imt•IIM P•r 10.0 PSF DRW HCUSR409 17110094 ct:•n• D). 87 or DID, a •Ppl:c•.I• .PPI, plot•. to ••Ch r•.• or tru.. — P•.:<:on .s Yw..pwr• •:.a tro ram D.c•F1.. :nl•.o rota earoraw. A•r•r to arwl,lp. IiOA-2 rsr .<.ro.ro Pl.<• Pe•I<Iero. 90 •• A LL 0.0 PSF HC -ENG KM/WHK AN ITWoDAARANY AIp:M. • Olvl.lon or 1T• WIIO:np Coopo— . Cr Iro. oh... not w r•.pom:11• ler oMr aw 1•t:•n Ir 1M• My r•llur• to calla cM true• In eonfor..nc• •I[h ANSI/TPI t, or for h•rollrq. Mippinp. IMi:ft.11.tle.. Dr•.:no .r <r.... OQ•••• t A ••I O 1 •• q s •••••••'GGG (7 OT. LD. 37.0 PSF SEQN- 852958 DMI .n W. •r.•Ilr M ..,•r p".11.tln• NI• •r ln•• 1-1— Mstpt of pr.f...1.M1 .11•Ilr.rll, 24WLAUOM Ik.SWHI50 0—l•1Ilty M1.ly r•r als. o m:. 1%...It Iblty •:l l.• or to 1. OrwrtCwMlrefar •lV tt— 1. rM Ibl/lcy of ell• WI1•Ilq Dwlgr p•r ANSI/TPI I Sw.2. NA y"./- DUR. FAC. 1.25 FROM RF Ododa.FL 32937 FL COAwne For .er• Inre...< ..• I— ro . 3•• . 9—-•1 P.D. ALPINE: •.•Ip:ro:t•.co., TPI •••.pP t .r•. •Tu: • :'..D.•na,,.[ry.to•: Ia:...• K.•f.pou la Fleming Lie Number. 66648 SPAC I NG 24.0" JREF- 1W05408 ZO3 04nOn0I 7 1bUUIS--14VV U w/ Iray -UAVIV WLLKLT -- Lot Stl Reagan YOlnte - Au4A J Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 06 = 2X4 III THIS DYG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. 4X6 = r PLT TYP. Wave LAY III 011b M LAY III 3X4(A1) := 3X4(A1) L 5-10-8 _L 12-3- 0LIE24-0-0 Over 2 Supports y R=988 U=224 W=4"r 5W=4" RL=87/-87 n.• 000. j:••._ Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 15.1. o NATE OF 90,•.;c ORkOPd ss O660000 NA• E1 I. 20-4-0 F-/2/-/-/R/- L 20.0 PSF VLDL L 7.0 PSF 10.0 PSF L 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 3-3-7 Scale=.25"/Ft. REF R408-- 36403 DATE ' 04/20/17 DRW HCUSR408 17110086 HC -ENG KM/WHK SEQN- 852960 FROM RF JREF- 1WO5408_ZO3 I!'CETANT•• FMISW TWOS DIAMOND T• ALL COFISACIONS IWCLWING THE 11QTAL ERS. Tru, r.•ulr• • t,ne, n.nellne. ,nlpp,ne. t•Il,nd .nd ..Clp. A.r•r t tn• 1.<H< •s1u•n errSMlt(M,uane toA:, n< S•r•ty Imre ey TPI and IKSI. or pr.eue••roI.r•tysp.rfor.lnp an.,• fvctlem Insc.11•r, ,n•11 p.«la t..per.ry M•CI„p p•r KSI. IA,I•sf ,riw •tMrslpor,r. tap I-- .n.11 now pl, p rly .tt-- struCtur.l .—In, .nd Ano t -- •.•11 n•v • Alr•Ar1Y .ct•eM r1e1. c•1l l,p. t7.111— — r•r p.r..,rnt I.t•ra r•,trN nt of •w, ,..11 now .1-1. ..... I.- t v tI:- 0], 0) er 510. .1 .pp11e..1•. Apply plot., c. •.tn roe• or oru„ .tW pw ltlon ., ,IISI ..w• .M a tlr Jo1M O.t.11s. ,n l.s1 noted •tA.I.I N. R.r•r .. Crw1,Ip, O.OA-2 r•r —.rd pl•t. p•.1t1•n• Mpin•. • .w bleu •r IT• *.II•Ine Co;or troy In ,M 11 not a r•spon,l.1• for .•y d«1.tlon Ir I,y. •ny f•Il,w• t• WII. tn• <rn,. In C.nrw.•,IC1 •Mtn AWSI/Tpl t, x for h—line. -IMInp. AN ITWCOMW1WY Imuu•um • wet lne •r trw•••. FMI •YI NI. fordo lne M .«t1I pe• $$-1 q -1• drrslA• 1-1•.o.• m•t/..f pr.fw•1-1-01—rin r..p.I•I011lq •.I.ly I_ N O.•IpI YI.I. TN• wlt..lot"•IId W .f NI. W-1.1111 r r Aly .tr — A. 1M1SO24ML]lt P Dl, SpiltO r 10111[y .f rile *.Iodine 0..17 Apr .SI/T 1 1 S.t.2. 0> WixFL 12937 Fw .o r. 6--l—,•• tn.. Jas's e.n•r.0 no N Aloe. .na an•,• .w .lu. FL CAA WM AMIE .w.•1pl,rlu.c- TPI:.w Colina. r0: IITCA: w•.1.CI try.co•: ICC: .Ad leeur•DoUQ o NATE OF 90,•.;c ORkOPd ss O660000 NA• E1 I. 20-4-0 F-/2/-/-/R/- L 20.0 PSF VLDLL 7.0 PSF 10.0 PSF L 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 3-3-7 Scale=.25"/Ft. REF R408-- 36403 DATE ' 04/20/17 DRW HCUSR408 17110086 HC -ENG KM/WHK SEQN- 852960 FROM RF JREF- 1WO5408_ZO3 1bUUU--14NV U w/ Iray -UAVIV WLLKLT -- Lot 39 Keegan Pointe - AUbA 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. 4X6 w 2X4 III THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.01 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(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. 3X4(A1) - JAn = DAD - 4nY = 3X4(A1) - 3-8-3 20-4-0 U"- UL 3 + L 6-8-0 _L 2-9-8 _1_ 10-8-0 1_ 3-10- 8Le _I 24-0-0 Over 2 Supports R=988 U=224 W=4" S W=4" RL=95/-95 OOV --..``••' ••• 0 V S•••• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15. 0 •. 6_AA.1'. F -/2/-/-/R/- Scale=.25"/Ft. 1 IJ 1111111=IIIY11. 1'-J)7 II'' f- AN nwaoAAfi)MF 2400LT1eOMG9eDF.SDDr150 OARNINGI•- READ AND FOLLOW ALL IDLES ON THIS CRA•N61 • I~A/r• FURNISH THIS DNA•IND 10 ALL CGNI.ACIDRS INCLUDING M INSTALLERS. L Tru>.•. r.,.1r..,tr._ < r. ," r.•r1<.<1nG. n.,.ellnp. .nlppinG. I,1.t.II1np ... •r.<1„p..11. re ' TCLWllm,p C,.par,.ne .r.ty W-1- M TPI .,1. •FCA) rer ' .. pr.e <Ie•. O r • M t.e.a velum s SCSI S prU,. 1.» p.rror.In• w>. rm<tI.M. 1"><.II.r. >1..I1 P,- <•yer.ry M.<1.N p.r KSI. . prle• ever. Mr• ep•rIy .<c.en.. .R.«ur•1 •M.U1r,G s• s•[tm -1.nm.11 M[.. •tM,l : ATEM11h-o ,.y .tt.we • DLr1p10blll,y. Leeulm> >1.ew, f.r p.r..Mnt 1- r.>tr.lnt .r ..o. m.11 n.w •r-9 Imt-w e•r • Ct Lon. .,. .1 ar D,D. .. .VpIIe.DI.. AWIy pl.t.> t. ..en r.<. ur trb. b po.Itlm .> •IK, .00.r. b.0 OM •Int -Il.. ,.I L.• M.. .wr.L•. ..r.r t..r..Lq. ,wA.: r.r am..rd pI.<. p.>Itlm>. /^ .• LLAIpIM, ..w1s1m or I7• bumnN Co ys,.no Group Ine. m•n M< a r•speMlol• rer •ny .w,uum rr•. cn i, /w ••••X OR`O•• ` I'IGw 1 1 - 1. e-11. tM <r... 1n emrYY.e...- ANSImI 1. « rW n. 1.0. -IM ,g. ' "jjy c •..•.••• C.. t•b•-> •,,5'V OT.LD. MI m V11. - 0 y r 1%. •r.•I11I I I11. 1 - .f. I. 1P• 1 pr•f•.•.y .I1.IAMr111. rMpp11.1.11IYy wl.lr rer w aDmlI r1 r NSI .rI<.OIIl.2 .". w N NI. b•.1M I.r my KrtitlN. 1• DUR .FAC . r..p.11.1NI11<y N u1. Nu11.111• D lO.rr p.r ANSI TI / 5•e.2. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 REF R408-- 36404 DATE 04/20/17 DRW HCUSR4O8 17110078 HC -ENG KM/WHK SEQN- 852962 FROM RF JREF- 1W05408Z03OdndD,FL 32237 FL CDA JO 272 F.r mr. "r<^t1- >.. ..I. J-*. "" > P.p' 1M1 .; " ALPINE: -sp. 1 TPI: -p •FG• CA:..'.>.elMuary.em; I- .leeur.0mel Fleming SPACING 24.0LicNumber: 66648 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bUU5--14V9 5 w/ [ray -VAVIV WLLKLY -- Lot JU Reagan Pointe - AMA ) Value Set: 13B (Effective 6/1/2013) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP R2 Dense TC- From 56 plf at -1.33 to 56 plf at 6.67 Bot chord 2x4 SP N1 Dense TC- From 56 plf at 6.67 to 56 plf at 11.46 Webs 2x4 SP #3 TC- From 56 plf at 11.46 to 56 plf at 14.06 TC- From 28 plf at 14.06 to 28 plf at 22.12 Lumber value set I'M" uses design values approved 1/30/2013 by ALSC TC- From 56 plf at 22.12 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located BC- From 20 plf at 0.00 to 20 plf at 14.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC BC- From 10 plf at 14.06 to 10 plf at 24.00 DL=5.0 psf. GCpi(+/-)=0.18 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 19.01 lb Conc. Load at 14.06,16.06,18.06,20.06 Wind loads and reactions based on MWFRS. TC- 23.67 Ib Conc. Load at 22.09 BC- 27.42 Ib Conc. Load at 14.06,16.06,18.06,20.06 Calculated horizontal deflection is 0.13" due to live load and 0.16" BC- 24.15 Ib Conc. Load at 22.09 due to dead load. a) Continuous lateral restraint equally spaced on member. 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 Calculated vertical deflection is 0.45" due to live load and 0.56" due factor for dead load is 1.50. to dead load at X = 11-9-0. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W3X6 2.25 L 1.25 21) W3X4 S 1.25 4X6 6 6X6 6 r 3-8-3 a) 3X=a-_ 4 - 3X4 a 3X4 a 4X8 , 6 20-4-0 i 4fi 3X6[9] = 3X4 = H0510 = 3X4 =_ 3X4[21] -2X4 III TT 3X4(A1) 3X4(A1) UL -3O-1 6-8-0 _L_ 4-9-8 _L 10-8-0 1-10-8 ide 24-0-0 Over 2 Supports R=970 U=244 W=4" AS 249 W=4" OCG••" ' "'•••, Design Crit: FBC2014Res/TPI-2007(STD) S•• PLT TYP. 20 Gauge HS,Wave FT/RT=096(096)/0(0) 15 1.OA .06 .0 Q •1 /-/2/-/-/R/- Scale=.25"/Ft. IARNINGI•• Ileo AID oua ALL MDIES a THlz oIwINGI • OYIMNRTMn•• FWIISII THIS SRIUIM To ALL COMMACTm I.MADIMS TIE IIRTAUMS. • T LL 20. 0 PSF REF R408-- 36405 7rv.••• r.•W r• btr to <K• In fMrl<a In•, wwll pllq, In t.... • ..,w • n• .Iw .e l,p. br.r a l • 1 M btNt wlclen .r SCSI (8 ....ny yw.-..a S.r.., Inrxutlm, ey TPI .Iw •rtA)rfB •.rHy pr.<tl<H ; 7t DL 7.0 PSF DATE 04/20/17 e perfor.lrq tn••• f,.leclonf. In•c.11•rs Yell prow le. c•yor•ry •r.el„• p•r Scsl. Unl•fs net.a etM r. • - e• <M: MNI n..r• pre rlyr .ft.<e.• .t re %w -6,9• -1 Cott•. <l»r• M 111 1— . prep.rly at lATE ; DL 10.0 PSF DRW HCUSR408 17110109ri•1• 111/2• L°C•t en. Yowl r.r p.rY,wnt 1•bra tr•I nt ••°• Y.•11 --vInsa•11.0 p•r S • • Q O ureep 67 r 510. n .ppl el.. Apply .. e r.ocy•p Ioo•o•Ylc1•n• •gun•-I- wlw° . .q• r•rMpl.c. q:°<e O,A•• OQ i LL 0.0 PSF HC -ENG KM/WHK 12 I/Til O • r.g•.A AN ITWmMCrM f tr•. 6. 0660* TOT . LD . 37.0 PSF SEQN- 852969 NI •n N/• -6. 1, M eWf °•o. aiw I.• Tti w,:_1'1•Ity •np wY f -1. •-IM r.r •" °tKt'w 1. s•1°'"t7' '°1°' "' "" ""on ' -•.` CONAL DUR . FAC . 1.25 FROM RF 2400 Lilt Drmlge Dl, Seim 130 rtipwwl Illty of an• •III I•In• o.•IOI.r ••r AEIrnI 1 Ss.2. .•y,-_i ryA OdsnkkFL 321117 F. •or. Infor-.tlon •w tnl• Jm•. •.,wr.l ro • p.p. - -- - •Ic ' v --^'0 FLCOA00278 ALPINE --•.•1pinela..<.•: TPI: ww.apin•a •r•. nu wA Yxl,wwtry.<e.: 'cc• e•- I—-r•lilou la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W05408 ZO3 04/20/2017 Tbuyt;--/999 b w/ Tray -UAVIU WILLKLT -- Lot 39 Keagan rolnte - [fu7 ) 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. THIS DDG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 4X6 (R) III 2X4(A1) e LQ 1-4-0MJ 2X4(A1) e 1. 6-8-0 J– 6-8-0ile _I 13-4-0 Over 2 Supports R=590 U=136 W=4" , AS 'y R=499 U=104 W=4" RL=78/-84 20-4-0 3-8-3 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) O••• $•• FT/RT=096(096)/0(0) 15 1.0.1.06 .0 Q 1 2/-/-/R/- Scale=.5"/Ft. NARNMNGI•• •FAD AM FOLIA All IIOIES A 1NIS OMWIIUI • I~AC" TIE • T LL 20.0 PSF REF R4DB-- 36406RMISN1NISDRAWIIOnALLCIMMAc,,,,, INGIpIN• IIQIALLER•. • T r.,... r.eelI...... r. 1. I..r.....np, h.M..n•. .nlppin,. . »t...Inp ..e .r..I ,. •..., to _ * tM I.t•.t .O.tlsn ofr• CSIcM WIIeIM Coop•..w.t Softy Infrutl•n, e2 IN on/ FICA) foo •or•<2 OI. ..... • 7• DL 7.0 PSF DATE 04/20/17 t• p•rrer+.np w.. r,.,euen.. In.c.u.r....11 prw.00 t..p.r•rr ...IM p•r •CS1 Vn.... Mt•a et i otto..hor Mw • op eMr1 •no11 h- pr•p•r.Y •t<rM •<ru.t•r•1 .M•t"In• •M .MMI . pr•wrltr •[[•e l' rl•1 .•1.31.0. L•e.11•n. - Ir P.r.•II•n< I.tK•1 r•1Lr.lnt or ..e. .n.11 M.• or..ln0 In.t•II" p.r f,S /\ : ATE DL 10.0 PSF DRW Hcusaooa T7TTOTTa F9 p, •1 or 010. .. apps—I. Apps plat•. to sash roc, of true6 aro poo— .• •ne I •.o.• V tM`J•Int 0•[•131., —I... — OtM1+1••. R.I•r <e oras..•. 1.•A-2 rer .t•M.rO Ill.— po.31tlon.. Alpin., • CIVI.Ien •r I7. M,I.eI" Coopo n.. froup 1- .n•11 Mt °• r..pontl°31. 1.1 " p•vl.<,On Ire. < ' LL 0.0 PSF HC -ENG KD/WHK ICY ANIIwmMpWY O/.`O' prwl,q, MIy r•11ur• to culla tM crus. 1" ..nfor..nt• .1- MSI/TPS 1, or ror h-11.9. ..Ilppin0. • K p In.t.l..t.On..r.elnp er <r.... , ••••.••••*#** 9poolMthl. 0-1.9r OMI P.•. listingV11. w Ing. Indlo&tpp .pp.ptl0• .f pniw.l.h.l wl•INMring I 1. 'ak,, TOT. LD. 37.0 PSF SEQN- 851179 Ivp•n.1.11Iw ool•ly r r W MIP ....1.1. ult••111a Yq uY •f VII..rw..l• .r .tltstw 1• N •.11 In0 0—.V— ANSI/Till I S.e,2. NAL DUR . FAC . 1.25 FROM RF 2:DD L2le Q7Rjl DI $31Dtt ISD 32837; r•.ps IN llq sM pr blalfalwOd.do.FL FLCOA10278 or .•r• IMl'"""."°" .•• t.l• Jee•• p•n•r.. ro , pp. "° ".•° .'", ALPINE: ..pt.,ew; IPI ... Wn.t,ry. WIC—--y-.. ICC. .•I.13im I Fleminiz Lic Number: 66648 SPACING 24.0" JREF- 1W05408 Z03 04/20/2017 16VVU--/4uv u By/ Tray -UAVIV WttKLY -- Lot 39 Reagan Pointe - Buz Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP SS :T2 2x4 SP p2 Dense: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC J) Hanger Support Required, by others 81 hip supports 7-0-0 jacks with no webs. THIS 0116 PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.43 ft mean hgt, ASCE 7-10, CLOSEDbldg, 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. Calculated horizontal deflection is 0.20" due to live load and 0.27" due to dead load. In lieu of structural panels use purlins to brace all flat TC a 24" OC. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Deflection meets L/240 live and L/180 total load. Creep increase End jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. factor for dead load is 1.50. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang. FT/RT=O% O% /0(0 15 1.04.06 .0 •1 2/-/-/R/- Scale=.5"/Ft. 11111 OA1 F9 AN nw ODAARWY 24WLe1e01m8eDr Swrc13D 32837 1) 2x6x6-11-10 x SP SS scab at right end. Attach scab to face of 1) 2x6x6-11-10 x SP SS scab at left end. Attach scab to face of chord chord with: 0.128"x3", min. nails 111) 8" OC, plus additional nail with: 0.128"x3", min. nails @ 8" OC, plus additional nail clusters at: clusters at: BRG.: 5), heel: (9), 1st panel point: (5). BRG.: (5), heel: (9), 1st panel point: (4). P•Pe ,Iwo.. INVForWer• 9—-Inrb «tlen •» t... Joe • • no Me ALPINE: ow.elplpelTPI: — w —0. NrrCA ew.••e1,Wu,trY• IM .1«•of•Doula FlemingLic Number: 66648 SPACING 24.0" 4X6 (R) 4X6(R) lU 0-4-3 I L 4-8-0 J_ 2-2-0 _1_ 4-8-0ime16-2-0 Over 2 Supports R=1168 U=257 W=4" S F Ie- 1 R=1156 U=254 000 Design Crit: FBC2014Res/TPI-2007(STD) •••J $••• PLT TYP. Wave FT/RT=O% O% /0(0 15 1.04.06 .0 •1 2/-/-/R/- Scale=.5"/Ft. 11111 OA1 F9 AN nw ODAARWY 24WLe1e01m8eDr Swrc13D 32837 WARMING.1" IRAD AIG FOLli• ALL Worcs a THIS OROWIWSI • IM7pTAST•• RMISM THIS GROWING TD ALL CO/IfACivi BUMMING T1E IWSTALLE>D. • trw.•.. r.•ev • < .r. In r<rlt.0 • A0, hwWllnp, Mlp ln, IMtelllp Me er.Clne: bf.r <• .n• 1 • th. L<.a .eltlen er_ot `( wll•I Ct•pw,•ht S.f.<y lhf•roliM by TPI .r WTCA) for r.ty p,ottl<•• rl perfor.ln• th.w fulet,en>. Ih,<eller> M.11 Pr_'_ t0000r.ry .r.<I„• per SCSI. IYllgs rote etM • t" Moro -11 1,— Properly •tt•eh•• •trlit1161 .M• " Me I—— ehoro .MI I new • properly •tt • r19IC eelllnP. Lo<•tlee, Mow. for per••,.Mt Nobel rptrelnt .f<W> M•11 h.,,. Or•<InD IMtal•• per /\ : ATE •: 63 q er •10. •, PP ....... Appy Pbb> to loth rote or cru» wb Posit— •• Mow, .•or• V • lM Jolnt oaals. ,w1••s hetb •<M/+1•e. bfe to erooln•, 160"4 for •<e,W BOB— Poatlen.. • A • Alp.—. • •,vl•lon er ITS •l, l....9 C•opo M > Crow Ino Mal l roc a r•>pwHlel• rer • y ••vl•<IM Or_ t 9. c •• 0 1 \ O \ ••• n•<•'1'•9. to •rs•,p o -&1....M <ru>. In emfor••nt. e1— ANSI/IPI 1, er for h 11.0, MIpPI,q. •••••••-1S•••ep•• F 1 an VII• expel,• or ee,•r •••• II•elrp Vll• e.r.l q. Irl•1• ..YIA•le• N •rof•-1-1 -.1—f l.• rNPYI•IGIII<y Ml.ly f r W e..I VI •/lawl. Tlr Wlt••Illq ele W of MI• --.IV f•r wy •trtstw 1• A' r••PwwlMlllty It the DwIIeIre D••IW— per AIISIAVI T st.2. DiVAt• , T LL DL DL LL TOT.LD. DUR. FAC. 20.0 PSF 7 .0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 REF R408-- 36407 DATE 04/20/17 DRW HCUSR408 17110117 HC -ENG KD/WHK SEQN- 851207 FROM RF JREF- 1W05408 Z03 OHMAD,FL FLCOANO278 P•Pe ,Iwo.. INVForWer• 9—-Inrb «tlen •» t... Joe • • no Me ALPINE: ow.elplpelTPI: — w —0. NrrCA ew.••e1,Wu,trY• IM .1«•of•Doula FlemingLic Number: 66648 SPACING 24.0" 04/20/2017 I, iouua--/9`.!9 IS w/ Tray -UAVIU WttKLY -- Lot JtI Keagan volnte - IfU3 ) 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 "1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6 = THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.01 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on NWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 2X4(A1) m 2X4(A1) m LIS 1-4-03-J 1- 1-4-0--J L_ 6-8-0 _1_ 6-8-0 _I 13-4-0 Over Continuous Support R=88 PLF U=20 PLF W=13-4-0 S F , 0 RL= -7 PLF Note: All Plates Are 2X4 Except As Shown. •--•'``•• •S'••. Design Crit: FBC2014Res/TPI-2007(STD) V F • PLT TYP. Wave FT/RT=O% O% /0 0 15 1.Qr1.06 1.0 Q 1 L/ -/2/-/-/R/- Scale=.5"/Ft. WARNING I•- RAD AND FDuw ALL Molts a THIS WANIwl O. T LL 20.0 PSF REF R408-- 36408IWNTAlf-- nAI91 THIS MWING 7D ALL CWMWTM IRILIc TIE IIQTAI.Af. • y7r,n.•. r...,r.... _. . ,. r.er,e•r,.•. Softly n,pP,np. ,e,..11,p .,.e a •c, p: A.r.r .• ..., l l ; * •' I DL 7.0 PSF DATE 04/20/17rn• ,.r»r •alum . fr• C51'(Wl,a,np ta»alm< SN•ty Inferwu m, s> t 1 •ro 1ICA)r rsr r•.1 Pr•ec,e» rrere„q [»» h.,C.,•m In•ull•ro sn•Il r•v,M .•.q•r.ry er•c,np p•r •CSI. IY,1 ••• »r•e o • Cner1 •n•11 I• Pre»r1Y •ccKl.•e •.ruc. r•1 •M•N,.,p •» »..» e—.1 •n•,1 n • Pr.p•rly .ec•CIr O_ rlp,0 »Ilbp. Ine..l, •,.e.,. for »rerwm l.c•r.l ro.ranr of ..e• •n.11 n.w er.elnp ,na•„» P.r S DL 10.0 PSF DRW HCUSR408 17110099 t• ue...,. ., . r —I .• .pP 1, a»b. APP„ r.,pl.-— .. •.en r.r• .r .ru• .na Pe pl:m ... n.....ew. ; ATE • p .A• Jm, p..•ll• v I.•• , e.» ern.rel,. A•r•r ce Ir h. , aa.: rer :rma.ra PI.r. ».,r,m.. O LL 0.0 PSF HC -ENG KD/WHKappAlp,», . alv,•Im •r 171 wl lamp Cospmen0 GrO p Ine. ma 1 t » r .P...,DI. fer .nY e. ,a,m rrr• t 9. e •.: O. ``O_ •• np, .,yr r.11ur. t. wild c» cru•, In emferemt..Itn MSI/IPI 7, or for n•Mllnp, MlWlrq. . K • AN Irw mMiMM1 A,r- 1 —. m . W-1.9 .r ee.er PM. IUtllq NI. •r»Iro. 11,•la•.ee .e»/ille• N Pr•r1.el.••1 en•11.1r1ro •'•. P•• TOT . LD . 37.0 PSF SEQN— 851173 e»I » NI. — 1.1r1.pw,e lell,q »lely rer W .»,pnIlr 7,1. eu,t•1,IIq .r w of ml. d,—§,*ft.•,y •.rtitw 1• NAL DUR. FAC. 1.25 FROM RF2moL.leOiw eCr Slpm ISD r..P.lelllq K n. wllal,y p»Ipl r r.r A71T51I 1 s».2. O11mdp,FL 're77 F.r .er• ler.rY •.' ..,.,»•. 9-.. ne . Ill,”•"° — ••e ":" 1 SPACING 24 .0" JREF- 1W05408 Z03FLCOA10279ALPINE: -Ip--..—; -1: ew.w„»r..rp. fru: 14M. •w.•eelrou•rry. a. ,•r.p I Flemin Lic Number' 66648 04/20/2017 1bUU3--74YY 6 w/ ]ray -DAVID WLLKLY -- Lot 3Y Reagan Pointe - 1-6 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: Bot chord 2x6 SP SS Webs 2x4 SP X13 W2, W4, W10, W12 2x4 SP N2 Dense: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 200 plf at 0.00 to 200 plf at 11.67 TC- From 100 plf at 11.67 to 100 plf at 20.50 TC- From 224 plf at 20.50 to 224 plf at 23.12 BC- From 10 plf at 0.00 to 10 plf at 23.12 TC- 201.00 Ib Conc. Load at 22.17 TC- 398.00 Ib Conc. Load at 23.00 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. THIS DIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 0 8.75" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on NWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 2.75 L 1.25 21 W2X4 S 2.50 41 W3X6 2.75 R 1.25 51 W3X4 2.75 R 1.25 61 W3X4 1.25 R 1.25 15] W3X4 2.50 R 1.25 16] W3X4 1.50 R 1.25 3X6[1] a 3X4[5] = 3X4 2X4 W 5X6 a 3X4[16] 4X6 = 3X4 SA4LbJ = "--'- - SX4LIbJ = 4Xb = ' ' 2X4 ID 2X4[2] W 3X4 3X6[4] Lc1-11-8>1 23-1-8 Over 2 Supports Doi R=1957 U=268 W=6" / ' L - a 4 U=196 W=8" 1-4 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) All "114Y v 'C -. PLT TYP. 20 Gauge HS, ave FT/RT=096(096)/0(0) 15101. 106 .0 Q 1 L/ -/2/-/-/R/- Scale =.3125"/Ft. UVMINGI•• IVAo AM Faiw AM MWES ON YNIS W11101 INIMMANT- FMISN TNI. T• ALL IF • T LL 40.0 PSF REF R408-- 36409MA•INC CWMACTYO IMUSIM THE IIWALIM. Tru•••• r•pu1M e t r r• In ..e...... p, n.rollnp, •nlppinp. ....... tM 1•<e•t eel<len OIr• CSI< Wllel np aro ) to, Y Myer t..ro '1inpS.fetr I.rer..tl .r IPI . e ATGI f.r ..tY pr.•tl<.• 70. DL 1 0.0 PSF DATE 04/20/17 rote otMperror.11,• IMs. flnttl.M IMt.l lers sn.11 provlee to per. NO sree lrq per lCS1. DRW HCDSR408 17110096 0 a Plp <Mr0 sn.11 n.v. properly •tt.tn•e •tract r.l -1-19L..ro ..ttv <M $ M.11 Mv. . pr.prlr . p., • • N•le eMllnp. Loe•tIr •Ile.n !o, p.r.•n•nt"Lt.,a N•VNn< er ..•• anal neve eretlp IMblleO p.r • ' DL 5.0 PSFATECtl.n. n. n .r •10. •• •pPlle•ele Apply PI•te• t. e•en r.ee .f tans P.slelen .s •Leel .ee"e HC KM/WHKtMJelntMull•, .nle•s rotor ealr..lw. Myer t. dr .. s IWM2 r.r •<./M.ra plat. p.a<Ln•. 9 LL 0.0 PSF AlplM • elvl•lon or In •ullel, Ce ps,. • C- I'I •Mll Mt ee rasp.n.lple fer .r,y e•v l.tlen rr- tf.11ure -1.. In ANSI/TPI 1. for I i `O•• O^ ` R ENG SEQN- 852972ANIrWMMRA3W slnp, any to tM truss <olfor.r¢..i to e, nerals„•, •nl w • P.` n••e•••0:.:•••••(, st•11•tlon A er•<,n• •r cru•.•. . TOT. LD. 55.0 PSFmrlntAl• erddlly p. o.Y.r pays II.TII9 -1. n Ile. INpI.•L•• •.papas. N Pnrrlrl .nNlrrlp rwp.11•1.:.Iq ••I•Ir f.r - •.10• •11• 1. TIN, ulwl l Iq .11p r •f aIs M lnO fer .,q .trlstw I. ps 1 G VNAL Ifes'... 2JWLALewrq.Dr,Aurc I50 r pel INl1Iq .r alle Wlleln• """1 r per ANSIAPI / S.e.2. it p DUR .FAC . 1.00 FROM RF JREF- 1W05408_ZO3Odsnda.FL 32837 FLCOAOD279 ror ror. Inror.•u r tnl• J•• 9-r.. ro'• p.p..ro w+. r •It.• 11 L•_ ALPINE: .-Op-t.. ea, TPI -p-at :r•. .Tu: .o.•tlro,ntrY.<e.. I« .... ... t-Douglap Fleming Lic Number: 66648 SPACING 24.0" 04/20/2017 16008--7499 B w/ Tray -DAVID WEEKLY -- Lot 39 Reagan Pointe - FG1 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 Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 174 plf at 0.00 to 174 plf at 6.44 BC- From 5 plf at 0.00 to 5 plf at 6.44 TC- 204.93 lb Conc. Load at 0.77, 2.65, 4.65 TC- 288.00 Ib Conc. Load at 1.67 TC- 222.00 Ib Conc. Load at 3.67 TC- 201.00 lb Conc. Load at 5.67 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. WIND LOAD CASE MODIFIED! THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.25" 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. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. 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 11 W3X4 S 1.25 3X4 (1 ] 2X4 III 3X4 3X4 =_ 1-1 0 9-4-0 3X8 a 3X4 =_ 7 2X4 W 2X4 III iIG 6-5-4 Over 2 Supports BN R=1267 U=0 W=7.5" R=1211 U=0 W=3.75" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/0(0) 15 of v ' v 'C 1. .06 1.0 Q 1 L/ -/2/-/-/R/- Scale=.5"/Ft. WARMINCI•• .EM AID FOLUM AM MORS OI THIS W Mlwl 0 tKa • T LL 40.0 PSFIMOMTAW" FWISM 71IIS O IMO TO ALL CORMWTM 10MMINO M INSTA MS REF R408-- 36410 Trvaws rwulra e t « • In feenea ln e n.M u,.p. MIppI ,.y KIn. l le len er-1=(wnIns tospon•n s.rety lorurealen, @yin .,Ie PICS for e.r•cyTPI "" " •'r" o "" ' * I... DL 10.0 PSF DATE 04/20/17pro O ptr roto ror-,,., IM[.IIK. .MI I prwlw <.er.ry er Kl„p p•r BCSI. IAll es. Mte• O[M I - top CMrO eMl I Mw properly •[CKneO •trKturel •M.0 I,p •n0 wt[w =MN eMll nwe • preprlY .t[K rl le =aling. L.=.tl« •Ilo.n for yer= Yl laera r rant o1 .w• •nal Mw or-., In.....- p•r ATE DL 5.0 PSF DRW HCUSR408 17110096 a p F9 sKu« .]. p or B,B, w .p II=w1•. Apply plass a ucn fK• or torte pea tlOn w ,IIa.II .e... tM lela Det.11e. In l•w ,ote0 etllel I w. Refer to Orwl ,BOA -I for et.IIO.rO plae pwltl« 9. e LL 0.0 PSF HC -ENG KM/WHK AlplM . OIVINOn or In wl101n• OetpOe•nt• Oro,n Ine. «II Mt M rofpPlslDl• rer .•Y e•rl•tIM row arwl,p..ny f.11ure is eul l0 tM truss In =OnfO.YMe a<n AMSI/,I ,, Or fM -11.O, Mlpplrq. i OO..`O•••• r AN mWMIAM Y Inet.11.tlw A b'="m or trre•e.. I en VII@ BrwIA K asYw 1I et1A0 NI• d' pro. IA•IOKw eeaept.roe of ely lAMrlAI K ylr. TOT. LD. 55.0 PSF SEQN- 852954 P". "t-1~ r...Il.lel l l[y wl•Iy rer w «Is. eMwl. The -1=161.1 •IIB « or NIe OrwI,IB rer of @tots[- 1e s/QNA` DUR 1.00 FROM RF i 00LAte017OjtDr. SIBm ISD reepVUIMIII[Y of VI. callallp Ael/Ier eer ANSI/TPS / 5-2. mow FAC . OdmdD.FL 32837 For car. moor 1- « `"" °° ' 9--"' •' po" "° t,»ee « slt" 1A1M1u SPACING 24.0" JREF- 1W05408 Z03FLCOAMD278ALPINE . P'"'[..=o.. TPI: «.tp _9: -A w. ee--y-c-Itt• ... -Dor Fleming Lie Number: 66648 04/20/2017 1bUUU--/499 U w/ Iray -UAVIU WLLKLY -- Lot 39 Reagan Pointe - 1`01 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.56" DL: 0.36". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. i 0-8-0 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Trusses to be spaced at 19.1" OC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 14" 12-2-8 10-6-0 1X3(R) _ 3X1W= 3X4 as 0 _ 3X6 = = 3X4 3X6 = 3X10 _ 1X3(R) 1X3(R) _ — 3X6 . = JA IV = 4X6 _ 4X6 =_ 1X3(R) 1 0-8-01-4 0 7 10-0-0 0-8-0 23-10-8 Over 2 Supports y R=1035 W=7.25" 1.7 F 4 R=1035 W=7.25" Note: All Plates Are 1X3 Except As Shown. Q •'•J s`'• Design Crit: FBC2014Res/TPI-2007(STD) • PLT TYP. 20 Gauge HS, ave FT/RT=096(096)/0(0) 15. 0 '. 6 .12 F -/2/-/-/R/- Scale =.3125"/Ft. WARNINGI•• no Alp rouo• ALL 1III ores a THIS pUWIiI TC L 40.0 PSF REF R408-- 36411IWFgFFAMT•• FWlls• TMIs p•A•Illr. to ALL rn IXS 00•s C MTIE •STAtI.flO. • • 7CTreff•f r•."Ir• .,[r•.• .•r. In r•prl.•clnp. n.I.IIIq. .nlppinp. In t•II I,Ip •M ) ` l ••r.r to .M .e S * • TC L 10.0 PSF DATE 04/20/17 1T IaN. •.It len of SCSI (Wll.inp Ca pOn•n< S•f•< Inrer••tlan, by •rIe RG rror •f•t • r.r.I •. rvleuoM. In.<a l•r. •n•u y I Iye[r.e`e•• p • e p•r IIp tM prwlM t•r.ry p •clop p•r •C51 IYII•.s .O Mr.1 top el.r0 M.11 Mw properly •tt•.M/ •.rut[ r•1 •M•U I,q aW potty .MrO fMl l . • pre.•rly • ..tn•. / rlple e•IIInO. Lee•<IOnf ,Ivo qr p•r..n.n."1•ura r.,trant of ..p. ,nal Mw pr.ellq .—M.- I.r ATE DL 5.0 PSF DRW HCU$R408 77110101O .•etlens tl •) sr •/p. •, .pellcW N. Apply ply, ce ..en fee• of crmf .Ir e..IU•• •, ,M.• .pw..m • L1 Pg rg u» ..Int •a.u.. .1.,. M<» •tn.rsl•.. n•• r•r ,.al -z rer a...ro pLt• roau.. to O••• OR`pPi` LL 0.0 PSF HC -ENG GA/DFAIpIM. • .Iv 1•len Of ITW WII•Inp Cayw.• .. 6r•,. Inc. .MII Mt a r•spmfl•1• rer •n11 e.vla lw. fry • • rwl,Ip, .ny r•Il <. pu110 aM tru,. In cmlor••ne..Itn A•51/T/I ,. er rer n•Iwllnp, anlpglnp. 9 0.•-.•••_\1 OT. LD. 55.0 PSF SEQN- 84686ANnw MRItNY "M[•u•uea prsl,q •r crll,u.. NAL rG_ I/ I • MI M NI. •r -l.• .r .•,M pq. I l.tlly "I. •r..lrq. Ir1p1.•t•...p a ? pr•r...I.l.l .npinMrin _ , p r."_16lIIty —1.ly r.r W Ml/I .II.I. T,. _1.••IIIty .II. w er NI• prMln• r.r ••a •.—a— 1. DUR. FAC. 1 .00 FROM RF24MUkOnWDr, Slit150 r.•psI•I.11a., •r sn. w,ll.In• p..1/.r pr A•slml , 3.2. Orlodo,FL )28)7 F. — Inr—tlsl — -. J—'. pa.r•1 M . p.".rl• "'• "" : ' FL COA AD 278 ALP,": •w. ... •I..M It..ea•: TPI: pin.t.erp. rru: . i•..p<I,WIa<.y..a: ICC: ... ..r.D I FlemingLic Number: 66648 SPACING 19.1JREF- 1W05408 Z03 1bU1J5--/499 0 w/ ]ray -UAVIV WLLKLY -- Lot 39 Keagan Pointe - VUZ ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.00 to 80 plf at 11.15 TC- From 97 plf at 11.15 to 97 plf at 23.63 BC- From 8 plf at 0.00 to 8 plf at 23.63 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. I 0-8-0 7 1X3 m 1X3(R) 3X4 = 3X6 = 1X3 l0 3X4 = 1X3 m W=3X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Trusses to be spaced at 19.1" OC maximum. 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 16) W3X4 1.75 R 1.25 1X3(R) 3X4[16] = 1X3 III 3X6 1X3 III 1X3(R)3X6 _ = 3X8 = 3X4 m 3X4 =_ 3X4 a W=3X4 1X3(R) 1 0-8-01-4 0 7 10-0-0 1-6 5-7-4 go 5-8-0 311 14 12-7-4 Mi. 23-10-8 Over 3 Supports R=272 W=7.25" R=247 PLF W=5-8-0 G,p S FL R=627 W=7.25" ooh'••`•'' ' ''•• L Design Crit: FBC2014Res/TPI-2007(STD) a ••v SF•' PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. AY.?• F -/2/-/-/R/- Scale =.3125"/Ft. WARMINGI" MEAD AW roues Au •mEs a THIS o•AWIIMI • TC L 40.0 PSF REF R408-- 36412IlgrTAff" FMISN THIS OR MIM TO" COMMACf016 INCLWIR M 1•STALUMS. • • 7 Tr«••• r•purro «a • •r• rn f«rreptnn•, nublr • • no..nrmino. Irot.rlr .ne br.ann•. N.r•r t .ne DATE 04/20/1 7tn. ra.a «term .I`SC.Tlatwnernp ea.cen.ne 1 pr Inn«.perm. by TPI ..m •rGl r•r .•r•er or.aela« o • • TC L 10.0 PSF to «rr•rorn• aN.,. rproporly I«e. st pr— I,r P.r 1 1. O a p• Mt« ---.qATEePenwrom•rr n.•.r• Pre«r rr •tt•en•e •<reet•r•r •n1 ...q •no «tea. mere .n•11 nes • • 1• , 1r • cc•en..s • mora -,,,,Ing, Lse•<rm• .na.w. r•r p.r.m.n< rp<.r•1 r•e<r•r n< •r «.• .n•u n•w ens r,q rn.<•n« «r • • L 5.0 PSF DRW HCUSR408 17110100 d .. eu m. n •r no, •• .PPuemle. AP•Ir Pr •t.. to ..en rpt• or Lx:,, a P«rum « .r.ow. •eo.• .,e On. lerne p.e.rr,, nr... nee« .t1Mr.r... A.r•r e..r«r q. ,tWA.: ren et.neue <• 1<r•n.. n •' R ORI 60 LL 0.0 PSF HC -ENG KD/WHK ArPnn•. • m•r•nm •r IT• wnmq (:a4err•no croup Ine «•n nee « r•••m•uI• r•r e«n-I— rro. a • rep. pny rpu urs <e sena ar» cruse In a rw.•na• .ren ANSI/TPI t. or I— n 1In•. .n rppine. .••••••• ANIrWMMAkW 1,`..t.lr.tnm.Or—".rtru..« 'ay SS NAtc 6 OT.LD. 55.0 PSF SEQN- 851189 eeel e• "It •rmin• er serer ~ Iletin• tlnle •r lno. Ib/le.t1. •weeptalr« eP Pr•f«•lerrl e"l—Ir 24M Ltle Onogt Dr. . SmH Iso e «I. e 11 A V- I— ANSI:TPO I S-= . n. tNr. er f- .<..t.. DUR. FAC. 1.00 FROM RF Orlmdo. FL 32837 nor o.• rnror«<rm •« <nr. 3m'. ••Mr.r nou+ pp• .ro tn•.• .« .resp FLCOAAD273 ALPINE •.•.•IPrn•ra•.a«. TPI w•.tprn.t.or•. •TCA: w•.«a1Mu.ar).a••. ICC ......... DouI Fleming LicNumber:66648 SPACING 19.1" JREF- 1W05408 ZO3 16003--7499 B w/ Tray -0"10 WEEKLY -- Lot 39 Reagan Pointe - V03 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense :T2 4x2 SP #1 Dense: Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 :W4 4x2 SP #2 Dense: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 174 plf at 0.13 to 174 plf at 23.00 BC- From 5 plf at 0.00 to 5 plf at 23.00 TC- 615.00 lb Conc. Load at 23.00 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 1 1-0-0 7 3X4 I 1X3(R) » THIS ONG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 32] W6X8 S 1.50 W=3X4 Is 6X8 = 5X8 s 2X4 in 3X4 - W=3X4 = 6X8[32] 5X8 Ile 23-1-8 Over Continuous Support R=223 PLF W=21-2-0 Note: All Plates Are 1X3 Except As Shown. Q•' '-' ' Design Crit: FBC2014Res/TPI-2007(STD) o PLT TYP. Wave FT/RT=096 096 /0(0) 15.1 .0 6 0/.-. 8- 4 T WARN IMGI• WAD AND roues ALL WBTES a THIS DRAWNW.1 IW0nAWT•• FLM.; THIS DRAWING TO ALL OWMACM13 INCLUDING TE IWSTALLM. ir.n.•. r•ya.r• •• f a r• .n rsr. .•. .nlppin Iyc•Iluq er.e l.q. br•r .o •..e j Slf-Y MCer •CSI (Wna..• Ce.•.n- . W- Inrer..0-. by 7pl ." MCA) ror .•r.c, pr.e-- r p. OCS PC p.r nG aor. c er.ry erK.n• p.r K51. IAI.s. Mt.• . ..- f.r.. tMs• f...ct ..n.. IMt.11•r..n.11 M r ' 4eyelrra .n•n prap•r ly •tt.en•O •tratara .no .- rd1 MMI n • pI..•rq arse ATE a F9 sar-tr1p1. t.111nG. or $1 .n. ,M11 Ter ..r.Apply 1•....1 r•.tr.l nt .r ...,,nal n.v..r 1nG IMt.11.. p.rL= or 000 et.-. •S. p .r •10. .s .ppl.<•el•. Apply ..c- to ••en 1160 or truss ... pm.c.- •. ..le..•......W M le Mt.• W t..r•.In ,.GA.z ror .rues. plot. pe,lcl•M. 0 Q pD F9 A••• p Cr r, Co pol OR`O•• Alp-. ..w.•. -.r ITN 1. Cay...... 6•.o IM. .MIT not a r•spom ml. for u.y •.•1 a.- yrs to • O^ *, N.. s1..G. 11y 1.1.- a wne tM eras. In oenror..M. atn AN51nn t, or re. n...ou..G, .nlppin•. ••••••••••• 1 ANRWtbMIMNY Mta1•u- • •r.elnS er crass... j GGiONALOr -I111NI• •r•.Ilq •r •1..•r plop 11.31.0 NI• oslnD. IM Ia•t•• ••eapt•ne• pr•r•••111,1 11WInMrlpOr- or Ib. e r..plruuny 1was1o. 11,11. T1, lt, I.Is w .f tAl• O Iq far •IC• ursew 1• 7 • 2JBDLAeOMFDl,SmmISD r-.1-I.Illt, •r t-...:- •..1,1,1- AW .- , _.:. L u OIIEdkFL 32637 For or. Inrorstl- .s cn1. Js•s Sura roc•. p•G..M cn..• ... ac.. FL COA1Gn1 ALPINE. - Ipl-.,. tom: m1: a.. tp.na.ery, WTu ..•..pe.Mastr,.e-. 111 --r.DnUplaL Fleming Lie Numher• 6664: 1. 0-8-01-4 0 10-0-0 R) 1X3(R) L-1-11-a.j F-/2/-/-/R/- W L 40.0 PSF TCtL 10.0 PSF ZODL 5.0 PSF LL 0.0 PSF LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.3125"/Ft. REF R408-- 36413 DATE 04/20/17 DRW NCUSR4O8 17110092 HC -ENG KD/WHK SEQN- 851125 FROM RF JREF- 1W05408_Z03 1bUUU--/499 IS w/ Iray -UAVIV WEEKLY -- Lot 39 Reagan Pointe - U04 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "1311" 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 1-0-0 7 THIS DIG PREPARED FROM COMPUTER INPUT (LOADS l DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W3X8 2.75 L 1.25 31 W3X10 5.25 L 1.25 51 W3X8 4.00 L 1.25 151 W3X10 5.00 R 1.25 12" 10-6-0 11-7-8 1X3 in 1X3 In 3X6 = 1X3(R) Es 1X3(R) = 3X10[3] 1X3 In 3X6 s 1X3 III W=3X4 8 1X3 In 4X10 3X6 2X4 III 3X8[2] = . swv Ts sAIULIOJ 4X6 = sxb = 3X4 1X3(R) c1 -11-8y 23-1-8 Over 2 Supports / R=1095 W=6" 10110- 1kIkS R im.. 0-8-01-4 0 7 10-0-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/0(0) 15. &TV F -/2/-/-/R/- Scale =.3125"/Ft. ARNINGI•• WM AID FOLLON ALL OWU O. THIS 1111111111111161 • IIORFAW" nAD115H TIIS owulr• TD ALL cwnLc1esa ISq.IDII10 THS 116T1LLLM. • t L 40.0 PSF REF R408-- 36414 Tre.... rpul-. ew .r. In r.brlt. M. n. Ia . fM polo•, In u111p .Le ..e bq A.r.r ae .ro f' • x • aM I.t..t ..Idol If IIC:1`,...11.1 •ATE 04/20/17pee.oe,..ne S.r.<r lnreruum, er ip1 ... nCA)rrer ..r•q pr.euc.. p i • TiT L 10.0 PSF t• p.r lor.11lp EMM run«Ien>. ..at...... .n.l l provlM t•.per.ry sr.el,q p.r •CSI IYII.s> ro<•. etMr.l r op t1101e •n011 n•r• prep.rly •=[.en.e •c rue[ur.l .M.':', alrro p .b.tto• 1-0-00 M» • prep•rly at It %• ATE DL 5.0 PSF DRW HCUSR408 17110116Ipl. I ling tocalms — f.r pa'u I.t...l .Int I. ..pf 1n.11 M er.<LIp Infbll•. V a Li pD , acl... p. •7 er p10. a .ppllat a. R pl.a.f b ..<n r•t. er cru•. pe, lblo .. ltl . be•..a •• • tM Jolnc O.t.11•. un1... roc.. at - aa. R.r.r .. t..-hf 1••A•2 rer •tYb.re Pl.ao pef l[Ian.. • •• Alp,M • ...Llan .1 1T• wI I.Inp ce eMn f crew fro ..11 rot a re.pm,lbl. r•r •nr wvl.<lon rro. to . •; c( QR% LL 0.0 PSF HC -ENG GA/DF AN WW CMO I....I11- ally 1 ;;r„y of a.Ieif..M are,. In cslfor•.nc. .Ito AH51/7 1 ,. or rer n.rolinp. .nlppinD. , `A •••.......•••. OT. LD. 55.0 PSF SEQN— 84689 wl —,"1. .r-111• er — passe II.tl1y NI. ar-119. IMIO.tp. ' ('S V roip.ri.lpl lty Nl.ly nr w • asay..11.I. TM .ult.•11Ity •II• w •f-1 _-1.11 O .tKt I.ro , LL 2-100LAtOmpDr, Suite 13D r.. : 6.' llty.r tw. •ull•111• D—lp— p.r A.SI/TPI , 5.e.2. DUR. FAC. 1.00 FROM RF Od oda, FL 31837 Far ror• Inrewalen s« a.I. Jeb'. 9.1rr.1 ro . p.•• •ro arou wb flu>: FLCOA00279 ALPINE .w..IpIMIt..eo•; T 1:....epin>a.er•; RCA:....f.e,rou>ary.ee.: Itt: uw <e..r.DouI nemin Lie Number: 66648 SPACING 24.01' JREF- 1W05408_ZO3 54725no 17 1bUUU--/4Vt1 tl w/ Iray -UAVIV WLLKLY -- Lot Jd Meagan Pointe - 1•U4A) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 :W16 4x2 SP #2 Dense: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 100 plf at 0.12 to 100 plf at 23.00 BC- From 10 plf at 0.00 to 10 plf at 23.00 TC- 1614.56 Ib Conc. Load at 23.00 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 51 W3X8 3.75 L 1.25 11] W3X4 1.25 L 1.25 17] W4X6 1.25 R 1.25 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at 0.12 to 100 PLF at 23.00 BC - From 10 PLF at 0.00 to 10 PLF at 23.00 TC - 1416 LB Conc. Load at 23.00 I 1-0-0 7 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 12" 10-6-0 A. 11-7-8 1X3 M 2X4 Ip 3X6 a 1X3(R) a W=3X4 = 5X8 a 4X6 Ip3X10a1X3W3X4a1X3III1X3III4X10 1 0-8-01-4 0 T 10-0-0 3X8 a 3XBL5J a -..-- - - 4x1u 4X6[17]' = - " o a 3X4 a 1X3(R) 3X4[11] a 1X3(R) ic1-11-8>j 23-1-8 Over 2 Supports ad R=1021 W=6.. F/g Z _ W=B" S+'• Design Crit: FBC2014Res/TPI-2007(STD) a v PLT TYP. 20 Gauge HS, ave FT/RT=096(096)/0(0) 15. 1.01 06 0 TY. 2/-/-/R/- Scale =.3125"/Ft. Is alrAllf•' PIi•wiSN THIS oKO wuo TO uLi man i lw TW INSTAL M. L 40.0 PSF REF R408-- 36415 r...., r•e 1r...<rw• e.r. In r.•r1e.<„q, h.w11,1•. m1m1ro. In.<.II1ro .M erwlna. •.r.r to •n. r 1 * C , ti 1•<.•< whim er •CSI (wu1" CetM•n.n< S•r•ey Inre...um. sY rn .1M nus rer •.r•<Y pr.e<1e•• 1e1 ; L 10.0 PSF DATE 04/20/17 P.rrer•In• UMW r1.,tt_ 1M< .r• •h.11 prerlM t.. .r.e1,q p.r •C51 eh.r. moll now Pr.mr1Y .tt.Chw •t rlitur.l .Moon 1n• - m[too - .MI I h.w • pr.p.rlY . t ATEr1a1ac.111ro. 1s .LIm..h•m r.r p.r••rMnt lot.... ... tr.lnt .r loos -11 h•» .r•<Inp I-ocs`p.r p •• DL 5.0 PSF DRW HCUSR408 17110211 n 2 swum. es. •v •r n•. •. •PY16-1.. AMOY plot.• to sorb roe. r tr... - p..1[Im .. slow, ••w. ma tM .In< at.11•. t, 1... n•tw et,M 1... •.r.r to dr..Inp• ,.•„-: rer .<.M.r• plot. position.. d LSMOO-, F9 a1v1.Im .r Ift w11a1 q Caq.n . Gwq Ino. soil no[ w ra.pm.1.1. r.r ry eevl.tlm rrw t P h O t OR` ••• LL 0.0 PSF HC -ENG SCN/DF AN IrW CDMMNY slop. my r•n..r, to wua [ r.,.. In ta.r.roMlM h ANSI/7 1 t. .r ro, h•wun•. •Ihlmin•, 1n•t•11•t- • er•elnp •r [r...... ` S '•••••••' OT. LD. 55.0 PSF SEQN- 853017 wl .n NI• art •r .ttY•r ply. I UMI• Ina ••••p•w• •r pr.r•••I.MI •rg11r•1. NAL Ir Ill NO - Ooon.pny.run tcy »I•q ror w a..1v u •.. nr wlesu ley .,e w of tl 1. er•.I p rr mY .tr t . I. DUR FAC 1.00 FROM RF 2JOOLde0no{eDr.,Swm ISO r•.pwwl•IIIq .r uM w1lal,y p..Ipnr Por AIRITI t Sw.:. Odamb.FL 32837 FLCOA6O279 per cr. Inror••um w <h,• )w•• 9-1.. no<•o p.p. w tel.• we •1<•+: ALPINE.... 1pim1t..e.., ,PI ....[pin.[ w9.rru ....,.o1n.,,.try.e..: ICC: w......•..DOael Flemine Lic Number: 66648 SPACING 24.0" JREF- 1WO5408_ZO3 k iowu-- 499 B w/ Iray -UAVIV WLLKLY -- Lot 39 Reagan Pointe - FOB ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.00 to 100 plf at 5.02 BC- From 10 plf at 0.00 to 10 plf at 5.02 TC- 424.00 Ib Conc. Load at 5.00 Truss must be installed as shown with top chord up. THIS DIG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -4006 MAX. (See below) from a non -wind load case requires uplift connection. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4 III 3X4 a 1X3 II 3X4 1-4-0 0-81X3(R) = T * 10-0-0 3X6 a 1 X3 al 3X6 = 1X3(R) L.-- 1-11-8 --3.j 5-1-12 Over 2 Supports — R=33/-400 H=H1 R=1253 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. & 5.1.01 06 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. MARNINGI•• IIFAD AM FIKL N ALL NOTES ON THIS ORANINOIf IlONTANr•• F1"ISN MS a in M ALL DaNfsp== lummim ne Iwfturlk5. • TC L 4D.0 PSF ,..„ ..•. f... ar_ . r. In r...1..<1 n.Mf, _ * } REF R408-- 36416 novo .nfovfnp. f..a...1,.p .1,.....1„P. I.r.. a ,..p r 1 • TCt ..0 t .p1c,m :r PCS. iwl.pinp Ce.pe..na :.r.a. Inr....<.m. p. rpl .n. Nrw r.r ..<, pr•e<.... . L 1 0.0 PSF DATE 04/20/17op!rforelnp a...• r.no<1•n•. Iro ..I.r. fn... prwlw ao p .......e l np p.r SCSI. 11,1••• ne<b eaMrsl op . . —0I MW Prov. ... .ct.en.• .t rpe[pr•1 •M•<111no .....pais . .MI f now • prep.l. . [ 1 A .. pill eH 11,y. L«a1.n..Iwn for p.re•,..n< bterN r.strolnt .f we. wa n.,...r•.1np Imu..fn`p.r O ; ATE •. DL 5.0 PSF DRW HCUSR408 17110097 et.am N. 7 .r 510. .. oppll.opl.. Apply plot.. a ..cn foo. oI aru•• ,ti pe•It1on ...now• ..w• oro a p PO 2 a•. P.<.,1.. necw law....... ....r to I... 1.... — t for p1.<. w.l<I... `QP.• LL 0.0 PSF HC -ENG KD/WHKLL= ,C •.PIn•. . Y to . r In wool q C 1 10 C<• c.eup . non np< W ror to, 1e.. re..n, p.vl.clpn rrp• <n : 0 ' O • AN nwCOAATMNY ....1npN aeft. or « .. n .enrer.w...ftn A..s1n.l ,. p. to, n.ne..np. .nlppinp. //\'••.•....••' OT. LD. 55.0 PSF SEQN- 851175n. e.l a V.1. •rs11y or ower Pw. 11.t1.P 1l 1. PrsIng. Inolo.tov f100.tAe or •r•f oolpMl •Ilpin••r.np •/ Y._ /O INV re.pww Ull la, .•1.1, f•. is Peelp .1rw1. m..wa..l.ft..e w .r NI• ..Twig r•r .., crfscre b IyjrW— Y_ DUR. FAC . 1.00 FROM RF2400LdeOmngeDr, Smit 150 r•.11ord' 1.c, •r w 8.1 ding D-19— per ANSI/M . Ss.2. OdmdD.FL 12817 For •or. Infor o<fen .••- Jen'. ,drd o ro . poll. •ro s.•+• .N ..u. FLCOAOD272 ALPINE: .......In.Ito — TPI: ••..apin.t.oro. Nru• --- •P 1--tr,.<... ICC: ..eli,... r.Dou I Fleming Lic Number: 66648 1 SPACING 24.0" JREF- 1W05408 ZO3 o4nono17 16UU8--7499 8 w/ fray -UAVIU wttKLY -- Lot 39 Reagan Pointe - FU8A 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 Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 174 plf at 0.00 to 174 plf at 4.90 TC- From 50 plf at 4.90 to 50 plf at 5.02 BC- From 5 plf at 0.00 to 5 plf at 5.02 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 2X4 l0 3X4 m 1 X3 IY 3X4 im 1-4 0 0-8-W(R) 10-0-0 1 X3 pl 3X4 Q 3X4 = 1X3(R) L- 1-11-8---j R=277 PLF W=3-2-4 Design Crit: FBC2014Res/TPI-2007(STD) ' JPLTTYP. Wave FT/RT=O%(0%)/0(0) 15.i 1.006 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. OAIUIINGI•• MTAO AM FOLIA ALL MOTES OM THIS ORIIMIM61 INIP MTAPIT•• n"Is" THIS ORMI116 TO Au COWMAcrm 111cuells TIz InnMASAS. • TC L 40.0 PSF REF 8408-- 36417 Trww. rpolr...tr.r <.r, In r.•rle.u.p, Mroll M . • • 1 • tM INNt ,Oltlm of KSI M..Ilel ^•' MlMlnp, 1 [.Illn• .n, .e lr.• A•f•r t r.e r 1 • c ..o I:,,p.nw.t S,f.ty Iefm•,tlm, by TPI .,e WCAlrfer r.ty pr,etlt.. • L 10.0 PSF DATE 04/20/17 e p,rfersl ••• [M,• f...etlm,. IMt•11,r, M.11 prevlw t•r,ry er.tlnp p•r SCSI. IA.1 •sf ro<M ,tMr.l • tep CMre M.11 n.W prep•rlyrlC<er.l .M.M lnp .ro Mt<0• CMro M.11 n.w . pr•p.rly .« rl•le c,ll l.q. toC•tIM ,nem r.r p.r•,..mt I,t,r,l r•,tr,lnt ,f ..•, M•11 Mw er.e l.q In,c,l ,•, p.r 00. ATE . DL 5.0 PSF DRW HCUSR408 17110102 Q I D „ cum. q. M7 or 110. ., ,pplle Yl• Apply pbu, c. •.en f,e• if ru„ plum ., Mo.. ,.o..• , • • aM J,Ina oa,n,. ml.o roa,e eaMra«. R.r.r to arwl.le. 11MA4 nr .c.roue pl,t• V..ltlm.• %O •% p /t P• LL 0.0 PSF HC -ENG KD/WHKA.,.M. , elvl,lm .f 171 Wllelne Capw.w.t, Gro.• Int. ,MTI M r„pan,lel, ror mY e.vlNlm frp to • ••• L 0* ., 100 -- AN my f.l lur• to Iwlle tM tru,s In emforeMe• •IM ANSI/T/I 1. or for Mrol Ing. MI I • AN IrWCAMIMNY Mt.11.tlm . er.el.q .r tr,•.... w ••. 2yy S •'••••' OT. LD. 55.0 PSF SEQN— 851177 NI On a'•1• erMllq •I •Mr pq• 11•t 1111 NI• e1 11. III/le•t•• •0•,ptlie• N pnr•••IH,rI •II IIIMfIIq U/t- S oA, AI OF, r•.p.M1•I Ub Ml.ly r.r tw. e.a 0. Ms.. TI» F1.2'.— I l<y .ne w N MI. er lnp Ter .•a .traetw 1. -r/.'+YI_A//„'bbb'•.. 77/•VII--- DUR . FAC . 1.00 FROM RF 24MLAUOF V OF,Suim 150 r„p l•I l lq •f tH., Wl lelnp O,ol r or ARLIrnI 1 Ss.z. Od;MFL 32D17 For cr, Inrer>,•tim .w tnl, Jes', ym.r.l ro , pp. ,ne en.w .•• ,1<•,: FLcoA1D27E w IML: -•-,lplMlt•.co•. T/I --• <,1^•a..r9; I-A--.etlrou.try.t..: IIx ---Douglas---Bouglas Fleming Lic Number: 66648 SPACING 24.0” JREF- 1W05408 ZO3 0420/2017 1bUU3--/499 5 w/ Iray -UAVIV WLLKLY -- Lot 39 Reagan Pointe - F088 ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 3.17 TC- From 174 plf at 3.17 to 174 plf at 5.02 BC- From 5 plf at 0.00 to 5 plf at 5.02 TC- 99.85 Ib Conc. Load at 1.45 THIS MG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 2X4 IB 3X4 a 1X3 III 3X4 1-4 0 0-8-4X3(R) - 10-0-0 1X3 Ill 3X4 a 3X4 = 1X3(R) 04/20/2017 R=190 5-1-12 Over euntilluous suppol &I PLF W=3-2-4 AS F/ zs' S•'• Design Crit: FBC2014Res/TPI-2007(STD) o PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.Oj• 06 .0 TY: 2/-/-/R/- Scale=.5"/Ft. MIARNING.1— YEAR AND FOLIA ALL MOPES 00 THIS OMAMIMGI IMFOIRANF•• FpM.ISM TIIS ORAMIMG /O ALL OO.IMAO MS IKL DIMG THE I.STALLEMS. LL 40.0 PSF REF R408-- 36418 A.Ir to .ne firus,., rw In s <rr a r. In f.erle.t.nO, nr.el l.q, .n.pp,np. .n,t.I l Iwy .« T. tn. Lt.,t Iden of .ul iwi lamp Ce.pen.h< S.r.ty Inrer..t.m. by TPI ... r,u> ..r raY pr.etie.. 1 • i S L 10.0 PSF DATE 04/20/17 o p.rfsr.Inp t,»,. rll.et.On, 1.,c.11,r, u..l I prw ao t..per-y .r.elnp Par MPSI. pnl.., I.e<ee etn.r. ep ens: sn.l l Mw « n.r. et cm DRW NCUSR408 17110110O pr.p.rlahtt.e1 .<roetnr.l —I r-tp ..a ,n.•1 prep.rlY . [ . DL 5 .0 PSFIpip1llnp. Loe.tl.1., rer p.r.....nt I.c.r.l Inc r 11 n .r.elnp I..,uII«`p.r I. •• q. M7 .,0. App1Y d jj rlo ecien. er H .p.11e.Dl.. ...< pi.t., t n f.e. r truss s.b ps,.c.on ., ,Ilsw..pew rq en. ,elnt p.t.l1.. .1.,, net« e<n...1«. M.r.r t..r.. lma , shot: for .t.na.re plot. y Its.., ANSI M. . 01v l,lon or ITM 4re.. Is1. for .nY sn rr to MII not e, ror OP.•• Ow •0 O . LL 0.0 PSF HC -ENG KD/WHK AN ITW MfAAkW l., 1. that 1...nah . IMIM. IrN[:Ilpl:tlo. A 0,« nys. f u•`,«n'.tru., In ew.r.r..nc..stn ANSI/TPI ,. or .er -.Ino. ,Illppinp. s ••.per.....••' r OT. LD. 55.0 PSF SEQN- 851181 1 w ths..rs.111p sr e.Y.r Ilptl-1..r.•I In.le•w ..../..Mo or p/Of...Ie11.I A.MIIIYrIrq FROM RF rs.ps-lslllq —1.lY I.r — asss.•1lv1 ,Ilse.. The wlt..l l W at tl.l. •rp.lnp rr oro .t,.ocpr. I. "'IIFj/AL DUR 1.00JODLdeOnpgeDrSwrc150rdape.I.l.l l lqr .f sI. 9.1 ding Aslglo r pr AASI/W , M.ei. MpFgtplYl FAC . JREF- 1W05408_ZO3 OII.n& FL 32837 FLCOAOD278 For .r. Inf.rs.tlsn s.. .. this Jes', p 1 n., p..ne aam, sit.. ALPINE --- .Ipl—.,..c—. TPI.-.e•tpin•t•erp: MIr.A• --•• eep. 11b„•trY•e..: WC ... e..r.DouI Fleminp Lie Number: 66648 SPACING 24.0" 04/20/2017 I0DU5--/9tlt! 0 w/ Iray -UAVIU WG[KLY -- Lot 39 Reagan Pointe - 1.09 lue Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP q3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. THIS OrG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 3-0-0 14. 37 3-5-12 j 0-3-0 3X6(R) ID 3X4 a 2X4 Ip 3X4 = 1X3 B 1X3(R) _ 110-5-0 0-8-0 1-4-0 9- 1X3 in 3X4 3X4CX4 :_ 1X3(R) e 1-6 3-1-0 — 7-8-4 Over 2 Supports R=205 W=3.125" R=743 W=8" 04/20/2017 Design Crit: FBC2014Res/TPI-2007(STD) Q` ' • PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.0 06 .0 2/-/-/R/- Scale=.5"/Ft. ARNING.1" MEAD AMD FOLLOM All MOTES OM THIS DMANIMGI I1PWANT•• FMMMISN ,MIs MAMIND TO MLOMIMOWT Ms 111=61.6 Ta 111STAUMIS. LL 40.0 PSF REF R408-- 36419 Tru.os, rpulr• • tr•e. e.r. In .......l.q, nwlrnp, ,nlpplrp, In t.11 lrq aro • •clop. A.... ae 1OrtMINNtwl<lon Of .cSl (Wlle lop Cc.yn•n< S.I.<y Infer. .— .y M — NICA)r for ...•ty praetleu 1 i % DL 10.0 PSF DATE 04/20/17 e perfer•ln• tMs• fr.lctlaro I.....lar. fn.11 Mono• toollor—Y .—Ong per MCS1. Unl•„ mtoo et Mr• t.p CrorO .hall haw at<.Chee .Otte• properly atrmt,r•1 .n•aN lop ane trove M.11 have • properly -= rlplo Hlllnp. Lee 1— or— for par— l t ral —1-11t of •e•. -0n.» -1.9 &mt oe p., O . ATE .• QB DL 5.0 PSF DRW RcusR4oB T7TToo90 a O F9F saetJ IW A. .pplleea. Apply plat•. to each fats .! treoo — po,.......nem saes• ane tn. —. ata l,. ..1.,• rote et.....a-•. v.__ M•.er te.raelrp. fer .tans.. plat. p.atlm,. Alplro. ID Mlrl 6rolp Iro 9 '•. . OA LL 0.0 PSF HC -ENG KM/WHK AN WW Mh4R1WY if I. oI lelra. .ww..t. . —1n.11 rot M ror for Iola far any eeel.tlan Ir•e Inwlrq, .rly f.11ure to su110 tM crus. In cant«•.roe •Ito ANSI/T 1 ), or for h.nallnp, .nl I tr".,., p'1np' In»:;1 Q`OQ'••• O„ • n . O V •'•••..••••' OT. LD 55.0 PSF SEQN- 852949NIA -1.p r* w .•Y.r p.y. I I.t1AD "I. d' Ie. 111•I.•t•.....pL.11.• .f pr f.ulwl .IlOIA.f1AD O A parr l.11lty aol•ly for t)lo —10. _. U..11l ta.11lq orb w of Ulla •ra.lrlp for o.Y Kfaitw la DUR. FAC 1 FROM RFfL.' 240DLIUOM Dr Silk ISD r•p•IClllt, N tloa wll.1.. D -Is— par AMMI/IH I S-2. 00 OdEb&6 FLLCOA )27)1 FLcoAr»wnE ALPINE. ••••.Iplrl•rt— eee:`TPI—pinst-9; WNTC: . Iro y-o:; KC "III. tr IeDou I Flemin Lic Number: 66648 SPACING 24 .0" JREF- 1WO5408 ZO3 04/20/2017 1bUU3--7499 B w/ Tray -DAVID WEEKLY -- Lot 39 Reagan Pointe - F09A lue 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 Truss must be installed as shown with top chord up. Fasten rated sheathing to one face of this frame. THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 2X4 III 1X3(R) = 1-4 0 0-8-0 T + 9-4-0 2X4 III 1X3(R) LIE— 7-8-4 Over Continuous Support 31 R=108 PLF W=7-8-4 --VAS Ft ra Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. aAf 4 •''J AAW06 F -/2/-/-/R/- Scale=.5"/Ft. OARNINGI•e IEAD AID FOLLN ALL NOTES 00 THIS CIIMIp61 rIN WNff•• FdOISN TII• m•A•1•• TO AU. C IMILICTO 11ICUID11.G TNT INdTAUJIIS. L 40.0 PSF REF R408-- 36420 SI(S-IlelSf.[ Inror.•tlon, s tPl .ne tCA ror .•r.trr , r.<O1<., P . • Tru>,.. r.N-Ir. Sar... < .e In .•.rl<.au.P, n.,,.11n...nIPP,n,. Inaallnp ..,e •r•elq. N...r t- .,,. r. VATI TC L 10.0 PSF_ AA DATE 04/20/17 ru.et le'n. In>[•Il.rs Y•11 PrW le. [,.POr•ry .r•-InP p•r SCSI I: . mal ...pr-p.rl,,a.en.. auea.ra ....<:;..--tto.< ro .N»I . PreP.rlr .a.<n.. i rlPlO IllnP. Loe•tlm. fer p. t .- ,.1 tra nt r ..-. 11 -r.e ln0 Imta Le P.r et yen, .]. 1T er 510. ...Pell<tll.. Apply Pl.a.. t...cC f•<. -r trr A we P.,I[I...., .l,e_..--,,. M ,.Int ata h. ..r.r ,•.A_: p.DL 9, 5.0 PSF DRW HcusR4oe TTTToO9a II II J1Jl Q .D L.. tet.--.,.,.L.. t. er.an,. r -r .a.,e.r- pla .I[I«,.. O• • OR`QQ`•.•` LL 0.0 PSF HC -ENG KM/WHK 11111== Alpliw, • Olvlaon er 1771 SullelA C-yww , Cr.q Ine. .MII not a r.>ponf l-1. f.r Mvl.[Ion fro• trslnP, .nr fa lur. to Cale lM [ru„ In conr-rC 1 Itn ANSI/TPI 1. •r rW MneIIA. ,-IppinP. a.l w • • C.. 9 SS/0 AN IrW COM l.um . srs l,q or tr.>,•,. v OT. LD. 55.0 PSF SEQN- 852951 1 —XI. •r=6 M — 11>tl NI. OSI ry NALr.•P-1 I1ltr rlar rfr w lelallp .trl~ TC• .-I[ ll I ler .e• l— .f es nP f.r .[rte ,t ISA DUR. FAC. 1.00 FROM RF2400L2EeOmpDr.•Suite 150 r.•Por l.11lcr.f TT., S.IICInP 0-.W— p.r ANSI/TPI 1 S-.2. q OtllmdaFL ren FLCOAND278 F., Ser. Inr-r..alon ,.. `hl.:--•, 9—r•I -. .•P. "°.."'.:" AL.:.....IP.--.<e.: TPI• ... y , 0. MCA: ---m-,tr,. : ICC: >.r.Dou I FlemingLic Number 66648 SPACING 24 .0" JREF- 1W05408 Z03 louua--igvv o wi (ray —UAVIU WLLKLT -- LOX JU ITeagan rolnte - rlv lue Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1 0-8-0 T 1X3(R) 3X4 Ea 1X3 ID THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2-10-8 25.75" 2-9-0 1X3(R) 3X4 3X4 - 1X3 In 7-9-4 Over 2 Supports R=387 W=7.25" R=124 PLF W=3-8-0 aAg Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15. 0 •. 6 .1'. F -/2/-/-/R/- Scale=.5"/Ft. WARNING,• WAD MD MUNI AU WU 00 THIS ORR•IRGI IWIpnMIT•• FTM.; THIS DURn6 TO ••• oanRAnm IRn1oIM TIM INISTAL m, L 40.0 PSF REF R408-- 36421 Tre, r.ee6r...tr t r. 6n rwr6t.tlnp` n - el6 .n6HW.n•. 6n.t.Il6n• w..r.tl R...r9. 9. tM IK••t U•Itlan er •C11 (Wlle 6r9 C•.p•n•n 1•f•ty Infer-•clen, by 1pl bra RG) ror •r•cy pr wtic•. p r TCL 1 0.0 PSF DATE 04/20/17 e p.rre.6 9 ... r.ct6eM. HMt.11.r, ,n.1H pro.6w t er.ry er.el 9 p.r HICSI. IY I.,> Mtw etMr•6 p — .n•11 n.,.. prep•rIy .tt•en.p .er66et-r.I >e•.`t:1 ., rottw t ri •n•II n.-.. prep•rly .tt.eM. ATE Imo, r1•le Illnp. coe.tlon. ,IPI — p•rn.n•nt I.t•r.1 -In r 1 e. 11 I.w• erwln• IMa•116M Mr RC um> of. •T er •o. •• •pplle•.1• Apyq p — to ••en rot• or true• r.e p.•Ium •• u.o... wove .Is M JO Ina 0•t•11•, uIl•,• roto etMr l•• R•r•r t• arwln•• /R0.-2 fer •t•Ibera el •t• p0>Iclen•. t. IpJM. O • i 6t DL 5.0 PSF DRW llcusR4oa T7TTOTos d O 6t 0R`O•++• LL 0.0 PSF HC -ENG GA/DF III rC 01.61100 of HT• 0,110619 Cep• .nt. crew Hro. 0,•n roa a r•wemuH. ror •ny e.v..u- n0, to . yO/: 0,19. 6-, r•nur• a s-110 aM cru,• Ie cmror.wc• .Itn MHSWIPI T. or r« nr.e IM. -Iml R. q ••••••••+• (. Tr AN F W COMPAW ers Eno •r cru„•,. v/ OT.LD. 55.0 PSF SEQN- 84695 WH1.D-,-°; I _DUR.FAC. 1.00 FROM RFOIIHm1ID, ANS,;PI SPALPINE- FL 32837 COA ID 77s For nor• Inrer..tHm >.. -1. Jw•. 9—--. p.p..ro 116•,• .•• >HFL1P-- -TPI e••.tp6Mt —1;HTC • .... wtlro6ntry.ew: I«: •-•.6tt,.r.Douel Flernine Lie Number: 66648 SPACING 24.0" JREF- 111105408_Z03 1bUOUU--/499 8 ON/ Iray -DAVID WEEKLY -- Lot 39 Reagan Pointe - F11 ) Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. THIS DIG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1X3 IU 1X3(R) c 3X4 2X4 ID L 0-8-0 1-4 0 10-0-0 1X3(R) 3X4 3X4 4-7-4 Over 2 Supports -_ R=239 W=7.25" R=254 W=6" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. IARN(NGI•• MEAD AMD FOLIA ALL MOPES OM TNIS OAARM01 MTlwwTA•• nm.;: THIS OIwIMO TO ALL OOIRMACIOMS INCLIMING THE I11ST1LLLEA5. Truffw r•••Ir• • n f........0, wplln9, nl wlny, 1 t.11lp wp wln9. A.1.r t w roaMI.u•t wltlw elr9tSlt(M.n inny Co 1 S.r•ty Infaotlw, eY III .n• RCA): 1, ,1,, pr•ptlpe• o p•rfOr lnp ww flwc[lom. Inft...... _.. prwlw l••pr.rY srw lny pOr SCSI. Ilnl•ff Mtw OtMr•r c•p cMrO •n.11 Mr• properly • .-- •trOCtu •M .1.9 •w NO- pMre .MII n • preprly •tc.elr 1910 1e11119, Lwetlw..neen fur wr••nwt Lbr•1 r.•tr.lnt Of w0. tn•11 MVO •:•01.9 IM lw per S Ip11t11 lll11 II 1 a D ig fwtJw. q. q er 510. •. •pp1It—. Apply pl.t.f to seen r•te of tr0.. •m po•Iuon .• •11.w1 •p•.e w9 tM JO Inc D•t•n •, unl••• Mtw Owr.I w. Rotor t0 O:w119• I/O11-2 fOr •t.w.r0 plot• p0•Itlw•. U Alpin•. • alvl•Iw of ITS Wnalnp Ce•pOMnc• 6rely I- •n•11 Mt No r•fpgH101e rer wy Oe.lu lOn rrooI'Y wln9, —Yy 0`.1..'. to -1.0 tM crus. In cwfor••nc• •It. ANSI/IPI 1, er for n•wllnp, Mlppinp, AN WMMFPae...— RM/ 1 nA 9 or crn.w•. r•plr w1 M MI• 61-1119 w No~ y+• 11.1:1/9 MI. 91w119. In91O•tw KOgtIOO Of ynf-.1-1 •nyln••rin M•9•lu 1.1119 wlM •ly f•r w as lyre •1•1. 7wltYlllty eN w N MI• •rwlrp fOr ely ar tlr• 1• 24MLike R.,SWIC 150 ONVOO•1.111ty of w 8.1 d119 A•Iyr1Or p r AMI/TP 1 1 5w.2. OFINdp,FL 32837 For O Inror..clw fw tnl• Jw'. 9—M w . p•9• FL COA 10271 r ALPINE: w•.•1p.—1 — TTI: •O•. tyln.t.er9, RCA: w. feelw•ftry ew, ICO ....... r.nnljo i ESTATE 0 F••;cC 0RV0 Z_/01YA0 Lic Number: F -/2/-/-/R/- POT. L 40.0 PSF L 10.0 PSF L 5.0 PSF L 0.0 PSF LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale =.511/Ft. REF R408-- 36422 DATE 04/20/17 DRW HCUSR408 17110108 HC -ENG KD/WHK SEQN- 851203 FROM RF JREF- 1WO5408_ZO3 Pouva--/999 IS w/ Tray -UAVIU WLLKLT -- Lot 39 Keagan Pointe - r7L ) Value Set: 13B (Effective 6/1/2013) Top Chord 4x2 SP N2 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP 113 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 1X3 ID 1X3(R) e 3X4 =_2X4 ID 1-0 0 1-4 0 10-0-0 3X4 0 */- 0-8-0 3X6 Wa THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. V4/LWLV 1 / R=186 W=5.5" R=200 FL cS v S••. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.0t• O6 0 TY. 2/-/-/R/- Scale=.5"/Ft. WARNIMGI•• AtAD Alm FOLIA ALL MOTES A TNIS W"S1161 IMIMAIIT•• F16a1SI1 THIS 111wIRO TO ALL CONTRACTIONSIIICLIaIIIO nX IIQTALLtAS. TC L 40.0 PSF REF 8408-- 36423 Tru•••• r•eulr• ••t •oo • In fMri—Inq, n•M11M, .a .notal. .nee «1M: R"" " "" ` 1 DATE 04/20/17 ppl.q, M f1 l7ra aM 1•U•< velum Ofr• e$ It( wlldl np Ceepm•n< SN•tr Info er 7p1 •M OCA)rlOr f•tpl pr«ucH 1 • L 10.0 PSF wo p•r roMl no aww !.•loom.. IMnoa - •toll prevlM t.pr•ry toobrocin, yr SM. 1vel••• Mcw •ttcopdnere •MTI novo prop!ly at«nw .truttur.l .Moon 1.10 •w wtta lM sno 11 • prep•r1y •tt ATE DRW NCUSR408 17110107 Dho o— r1p10 C•Ilinp. L«otlms .ne.1, rer p.rwMnt Ilot..l r•.tr.lnt of ..e. n..• er«I1.p In.<•Ilm p.r A •# j• DL 5.0 PSF T• d O u m• 1S. 6T er o1O. .• •mue.el•. Appq pia•• to •«n r«. er <r.n• one muum •• uw..eve. w eM J•Int ata b, mlw. Maw Ot I.• R•r•r to drwlnp. 160A -Z rer ao rd plot. ma<Im•. • ••* LL 0.0 PSF HC—ENG GA/DF MAIM. • y f1. 1m of ITS ld a1..p Cul 1, on Greaq Inc •n•II not M r••pm•1e1• for wvi'. fra amr 1 wino, mr slur• t. Cull• tM cru.. In em/ore•ne• atn ANSI/TPI 1, .r for noMllno. .nlppinp, C4 OR% QPM. ww •• o•N-•••••• SEQN- 84697ANITWmMAWY1n•tollalm er«Ino er cru.w.. 4y.-49,1 OT. LD. 55.0 PSF owl en V11e ermlrq of enol p•ye Ilet lry fill. ereellg. 111olootoo eppe t lpe Of prohwled 1 er1•Ireier llq FROM RFparlel11" Nlely rer w ~Ip1 • . TI.e olt•el l lty •1r .re of NI. Of -In• rer •ny et—tW le OUR 1.00 1.' 2400 Likee. 1w.. F Df.SWit 1$0 rw Iblllq of — wllelry Ow1Wr per MSlml 15«.:. FAC . JREF— 1W05408 Z03O&WO, FL 22537 ItCOA10271 For eve• Inrefe•tlm •w -1. fm•• o—r•1 M •pop• .M sM.• .•e •I<N: 14-:..-.•Ip1Mlte,tw, TFT• ..e•tpin.t.er•. 107-:-::•.edl^d.,try•tw• ICC ..- icc reDou lning Lic Number: 66648 SPACING 24.0" V4/LWLV 1 / 1bUU8--149V 5 w/ Iray -VAVIV WLLKLY -- Lot 39 Neagan Pointe - 1`13 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. Fasten rated sheathing to one face of this frame. 1 0-8-0 T 1X3(R) THIS DTIC PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Trusses to be spaced at 19.1" OC maximum. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 2X4 III II I I I I I I I I F—I—I—I—I—F—I—FMMMMMMMM MIS I I 1 MORRIS PAP ' A 1 X3 (R) =_ 2X4 III 10-8-0 Over Continuous Support 11=87 PLF W=10 -8-0w' t S" R Ci NAe Note: All Plates Are 1X3 Except As Shown. Ar 4; .WA J, v J•• Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.0t 06 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. ARNIMGI•- RFAO Alm Fd1A All MI Ol THIS WHIM I • TC L 40.0 PSF REF R408-- 36424rIMIpTAIIT'• FWISM THIS MWIi TO ALL C0111•AC10MI ISCIIMIIIO 71M IMTM I.M. • 7r.f•a. r.el.,r.. a ..e .r. ,^ ..nr,t.t,.,. n IWI,rq. .nlpp,Ip. .,....- M. A•r.r ae «.. r 1 ; lk' • L 10.0 PSF DATE 04/20/17an• 1•u•t •alc,on or`SCSI (W11e, n• Coparnt SN•q lnforutlon, .7 7 1 OCA)rto, .. r•<Y pr-1— too rfetlt•• , • e p•rfer.ln• IM•• fulea,en•. In.t•I IM• M•11 prwlw t•;or•r nr•elny yr CC51. VnINf n•ib •<Mr, tp MOr- M•11 n•W oryr lr •tt•en.e •traSt-r•1 •M• -I" .no .ettoo en•re —11 n•w • oropo,I, •aa /\ r1.10 -Nll,q. t I- Me.e for "ro— 1•t.r.l r.. r•I^t of .... M 11 n•v..—iM Imte11•o" 0 ; ATE DL 5.0 PSF DRW Ilcuseooe 1711o7os 7• • 3. 07 or •,0. •• •"11-1. Aoolp pl•t.s ce ••en rs• or trte. poo,alon •• Mow, •.o•e • a O tM`elnt o.t.11., oaw een• 1... A.f.r ae e..l... ,Aa.: fer .t.ne.r- pl.a. eefltl•nf. •.• • \OP.•• LL 0.0 PSF HC -ENG KD/WHK AIo,Ir. • e,v,f,en er IT• Su, l-, n• Copm,.nt• 6rep Int. M 11 net .• r.foen•,.1• rer •.Iy ee-,•a,•n fr•e an •_ O • OQ •• Inq, wy f•I lur. a• .-,Io tM a . ,n .—for—. AMI /. •r for n•I,el ln•. MIpII,•. 1 i ••••. M1 •`.••• AN ITW MM31ANY ,n•a.11.a,on..r•tIm.f ara.... s OT. LD. 55.0 PSF SEQN- 851152 wl —XI. .r 7 or CMM gyp• I1-11.• NI. p—lf0. IMl. .e../i or Mh..Ia1.1 Mg1..M lIq ISI I Itt, :flan. a IM —60. V,.r per Alalnii`IS i .Ir Ir .r tl,l. bpin5 rM ra .er.sa,.. 1. DUR . FAC. 1.00 FROM RF 2400tF ea.An w, sMla Iso naalMu ral OHIO FL 32837 For a. Inro...alen ... anl. Jp . •w.•r•I ro • p•o• •I,e an•w •p flu. ItCOA4027l u IMF,—..Ip,n.,t-•tp-: ,91---•tp,^•a•er,: MA: --•..t,^.,..tr„•tt-: I.: '--c_,-DOu I Fl.i.9 Li. Numb.: 66648 SPAC I NG 19.1 " JREF- 1W05408 ZO3 V9ILVILVI f I, 1bUU5--/4VV 5 w/ Iray -UAVIV WLLKLY -- Lot 39 Reagan Pointe - V14 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 82 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP N3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Trusses to be spaced at 19.1" OC maximum. Truss must be installed as shown with top chord up. 1 0-8-0 THIS MIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 21.5" O--f8-7-8 1X3 ie 1X3 (R) I= 3X4 e 1 X3 pl 3X4 e 1 X3 III 1X3(R) 3X4 3X4 a 2X4 io ipm ... 111 3X6 im I- 5-7-4 90111F.5-0-12 LIE 10-8-0 Over 3 Supports R=232 W=7.25" R=667 W=8" t AS R 10D. a. Design Crit: FBC2014Res/TPI-20O7(STD) ' PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.OJ 06 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. EARNINGI ee KAD AW FOUN ALL Rorer ON THIS 0"01"`1 • TQC L 40.0 PSF REF R408-- 36425IMPWNR'• MONISM THIS O 100 TO ALL CCHI.ACMU INCUDIIO TIE IMSTALLELI. L• • Tr.,,„.mrl..tlnp. SIfIty . .nl 1— y IPI M ) fo, p. etyft' to en. f I ; L 10.0 PSF DATE 04/20/17tMLu•t Blum sr`...—.11Oby Ca.. —1 . pr— toopolm. . y o.I .n. .NG) for uf.q pr.etlu• p.rfaminp [Mw f.lct lam. In,t.11.r, ,A.11 prevlw t..per.ry pr.elnp per .CSI. I.11•.. M[.. •cMr l r • top CMrO ,no11 I— properly .ttotMO .t—tWel .M.N Ino .n0 mttoo CMN .MII A.v. . properly .tc.t / rlpl. tel l lno. Lmotlm, .Mm for por.•n.nt I.t.r.l r.,lr.IIt of •o., ,n,l I n.r..r.pinp Inft.l Im per '.y ; ATE . DL 5.0 PSF DRW HCUSR408 17110104 AL PTNF9 oetlm..1.) sr .1p. .....Ile..l.. Apply plot., t...cn tote of trrn, mp pooltlm ., ,NISI ..... — . • tM 1.— paal,. ,.a... rota .wra... a.... t.....1.•. ,wA-Z for a.r.ru plot. p.,ltlm, ' •. • F `OQ°••• LL 0.0 PSF HC -ENG KD/WHKAI.IM. ..1rlHm •f In Wll.lnp a peMn , 6,« 1- ,1.11 net m re,p lsl.1• for my ..o utlm free an w p R .•( AN FrW COMPANY ..1ia ay i es Dnp .riIa.` oM crus, In c f.r..11c. •Mtn ANSI/7P1 1. .r far n.na111Ip. .IH pO lrq. •,N•p.pO:..p••• V` OT. LD. 55.0 PSF SEQN- 851150l 000l M Nl..rm:19 r ..y« poop Ilot1A. ml. •fminp. In•1.•t......pa.»..f pmr...1N.1.1 .Ap111 Inp \\.`\ M pNAt V m.p.Il.la I Ity ..loly r.r w ...1•A oi—n. TM awt.°l I Ity .l li . of tlM..raoInp for .Ay •t.tllm 1. DUR . FAC. 1.00 FROM RF 24WL1LnOMpDI..Slutr150 r..pa l.11lty of w wll.in• Oo.1.Mr par AMI/TPI I Sot.2. Orlando. FL 321n M.r sr. '"!•rutlm ,.. —1.j .wsprr.l m poll..1e SPACING 19.1' JREF- 1W05408 Z03FLCOAAD271AL.IMt: wo..I.lMl coo: T l: 000 tp a.er9. R ,. CA: .w...elnwnt7• o•: ICC _. lttr-Dou la FlemingLic Number: 66648 U4/LU/LU 1 / 1b1JUU--/499 5 w/ Iray -UAVIV WEEKLY -- Lot 39 Reagan Pointe - EJ7 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP 82 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. THIS DIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) In L- 1-4-0 --J I 7-0-0 Over 3 Supports R=360 U=61 W=4" RL=124/-30 2+23-10-1111R=169 U=81 T 0-8-0 3-1(-3 R=127 _+ 20-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) 'WY V' C PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1. .06 1. QT t1 L/ -/2/-/-/R/- Scale=.5"/Ft. IARNING.1" RAG NO FOLLAM ALL MOM a TNIS 40I11161 p, T LL 20.0 PSF REF R408-- 36426IWWMP' FIAOISM THIS GIWIIMI TO ALL OOIIIMAL'Ta3 IMCLIOIMO 7ME IMSTALIEE. • • Tru•s.• r...... arm e.r. In f.....tllq, n•n•Un•, sh,ppl n• o •,le iI1,.• MAI' ln•. M.r.r t I I DL 7.0 PSFah. , wltl•n er xsI Iwum y e wn< i.r•cr Inre..u•e, Gy Tn Mru/ rer ••r•<y w.ecle• DATE 04/20/17 e p•r 1. n• 1 n 1_.Y IMaoll•rs •h•11 prw,e• t er.ry Greelno p•r KSI. W1 ••. no[w stM • F9 l•. CMre .boll h.w pr•p•rly •tt•eh•e str .tur•1 •M•<hln• re G.« eMN sid• how • preporly •«.e DL 10.0 PSF DRW HCU$R408 17110091rl•le t.11 llq Loe•tlolls vl•.n ror p.rerl•nt 1•tN of Isar •Int or we. •boll MW Dr.e1n• IMt•I lb p•r i • evens p, M7 er •10. •• •pa le•o b. Apply plot.. to ••eh roe• or trm• one p•utlen •• •now. •bw• • • a jj 0 2 <G. Gall.. nea.e eaG.l... p.r.r t. er.an„ ,..A-:.er .<. e.re pl.a. pea<I«• . 9 e• .' LL 0.0 PSF HC -ENG GA/DFLF9Alpin•. • elrl.l•n of ITS bmm p Ca pwrnc• crop Ine. noa M r••pentl Gl• ror •ny ewl•u on ne. a O O` OP•. r••ln•. •ny r.11.r• c• .•lle — truss In cslrerWK..lth ANSI/M ,. .r rw holtelln•, >w 1pPinp, .. 08.0.6000 TOT. LD. 37.0 PSF SEQN- 84591ANfrWCDMf•1M/ lmc•noum • br•eln• •r erw••.. G• • • w1 — tlll. •r—llq w a.••r pW I l.t,nM N,. •rwlp, Illel@~II IlooWt . of pr•rM.l.Il.l .1V n•.r 111M - Y r.••.rl.Illty -1.ly z %A• —IV. &I—. Th. wlte•Illq ogle — or NI. Or llq ror ony .trtRw 1• I./ Al DUR .FAC . 1.25 FROM RF2-=LteOMVDr SWN I50 r•opwwl•I l lty or — Mul l•Iry O•o1Vwr .•r AMI/Ml 1 S-2. WWII. Fl. 32237Fer • Inrer..alenTpl MrCA •.. a`l. ,ee . ••n•r•I ro • pp•p.. a ... . Iw... SPACING 24.0 " J REF - 1 W05408 Z03FLCOAOD278kINF. ... •Ipllw rt..es. . PInLL.erp, rb.scrytoo.ICC .I...•r.Op 1a Flemin Lie Number: 66648 04/20/2017 TbUL15 -1499 IS w/ Iray -UAVIV WLLKLY -- Lot 39 Reagan Pointe - LJ7A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP //2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS DAIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II. EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.05 ft. from roof edge. 2X4(A1) - 1-e 1-4-0 SJ 23-10-11 R=188 U=74 T 0-8-0 2-1(-3 R=103 0-8-0 20-4-0 TT +/- 0-8-0 04/20/2017 1-11-8 _4_ 4-8-0 7-0-0 Over 3 Supports 91 R=360 U=103 W=4" FRL=92/-30 Design Crit: FBC2014Res/TPI-2007(STD) 0.••• • •••• v SF• PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1. 06 1. QT •2 L/ -/2/-/-/R/- Scale=.5"/Ft. n o AN InvooMAI W 2a0DLIleO"WIk.SlaIf lSi) 11ARNINGI1' NrAO AM roux ALL NNU a nils Dlwlfl IMPMANT" ILMIS11 THIS 002110 10 ALL CaTWIV16 INCLlFING THE INSTALLER!.• fSCSs* an• l.<••< whim er SCSI (wnel..• C..p..—. S•rar 1"rw.e<... . m .m Nlto rer ur•<r pr.eue• e•rfer.l..• In••• fenetl...•. In•t•II•r• •8111 P'—'—h t•r Ia s .e..q e.r •CSI. Va ••s net•e etlwp . .nal n • pr.»rl—,at•<n•e •tr.« ra • 1 1 •ne eeiav e1,."Or0 1-11 n.e• • plapIlly It— t rrl•le Illrq. Lae•tlm• for p•run.nt"I-- tr•Int r .•e• 11 .r•eln• Inst•Ilb`»r6,96de<, • •]. •1 sr •10. •• •»Ile•e b. A»1r of •t•• to .•en r•c..r tru• rb p»lum .. ung. New• tAl L:;: •aal., e* 1 IT .. et.e an.r.l••. A.r.r to er••1..•. t•p I . a.,e.re pl.t. »atlm.. , Ale l..•. • 1-* '.':_ er 17• wl la.q Ce•••n•n<• Gro.q lee 18.11 .rt e• r •pvn.el• for my e•v utlm Ir•ea.y. my /•Ilur• <e eel le l- tre•• In tmrwer.t. 11th ANSI/TPI 1, or Ior n•,.al l..•. •nl»In•. e.t.Il.tlm • er•el..e .1 tre••.• r..• 1 .A NI• dad. K •.vr ~ 111th• NI• •1.•110. I11010•t•• •.•••t•lIN •f p•fr.l.Ml welnMrlp e.l..l•111ty rl.lr r.r tlr ••.1•n .I W ISI/VleI S-2 •..e e» .r tl.l. •rel..• f...Nl• .t...:t..• I. r•.e•rrl•I llq N s/w wll•IM 0..1/.•r e•r AEI TI t 5•e.2. 10. i ATE i 9 •• ' O '••Z 0RY0'• aSSAL T LL DL DL LL TOT . LD. 20.0 PSF 7 .0 PSF 10.0 PSF 0.0 PSF 37 .0 PSF REF R408-- 36427 DATE 04/20/17 DRW HCUSR408 17110080 HC -ENG GA/DF SEQN- 84634 DUR . FAC . 1.25 FROM RF SPACING 24.0" JREF- 1W05408 Z03Olhlld•,FL 3''837•`.r FLCOA00278 r..""" •.. tnl• J•9--1"""' eK• •..e —,w..lt.,: u INf• w.ae,.wlt• cab: TPI: w. tplmt.or°•. RCA: •w.We —trr.e..: ICC: w••.r.p I Fiemin LIc Number• 66648 04/20/2017 1bUUU--/4VU 5 w/ Iray -UAVIU WttKLY -- Lot JU Keagan Pointe - JGl Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.43 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 J) Hanger Support Required, by others Deflection meets U240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at 0.00 to 56 plf at 7.00 BC- From 10 plf at 0.00 to 10 plf at 7.00 BC- 113.48 Ib Conc. Load at 1.09 BC- 189.14 Ib Conc. Load at 3.09 BC- 1155.93 Ib Conc. Load at 5.06 Wind loads and reactions based on NWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 51 W3X6 S 4.00 61 W3X4 2.50 L 1.25 101 W3X6 S 3.25 2X4 of 2X4(A1) _ 3-1(-3 20-4-0 10] 10 L7-0-0 Over 2 Supports R=767 U=173 W=4" R=1151 U=270 H=H1 ATE OF OR\ 2/-/-/R/- TOLL 20.0 PSF DL 7.0 PSF B DL 10.0 PSF LL 0.0 PSF OT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 04/20/2017 Scale=.5"/Ft. REF R408-- 36428 DATE 04/20/17 DRW HCUSR408 17110081 HC -ENG KD/WHK SEQN- 851216 FROM RF JREF- 1W05408_ZO3 Design Crit: FBC2014Res/TPI-2007(STD) .01 PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1. SAM IMGI" IIFAD AMD FOLLOW ALL MOSS 01 THIS OII011111 IMPDAFAMF•r AMM THIS DMAMIMO TD ALL CCMIM4CT011M 101MMIM6 TME 111VALWIll. Truppw rwulr• •ptr•w eer• In Ipprleptlw, npwllnD, Y., wlp, Imtpll l,q •ro p pc,p A. to •M tM lete•t e01<IOn Of MCSI (Mu1161M Coogmnent Spfety Inforwtlon, by T 1 ero MICA)r fpr wfecy ecicw I p per /er•Iny a fvlcalole Imtellens onpll provlw ... Nttw erore .Mll n p plewlly pt rlplp e•I11 np. Loeptlonp fl,wntfor wrwn•ncpl •cK •1 r•etrpint er •ops one11 new D -61V In -I.00 per a et,M) M Jelnt Detplle, ullwwe rotep ow .b. Apply epp• p of trupp - Iow ltlon I- Rfer co -wDp MD ror ppl pwopule• w. a+. / t Alp: M. p plvlp,on er 171 W110InD Cowwentp Grp Inc. eMll rot w MepeMfele I.,onY pwleclw froo an 1 0 w l,q. -Y r.es - o no traps In e•nrOle, . .,In MSI/IPI 1. Or for ne„el lr,M, onlppinp. AN nW CDAARMIY 1 Mapl lealen • .-Ing •r crinwp. Ipt111M tole pulp. InM1eeW oxepeAlre of plMfwelel,ol ofq llMiorlr0 roepMn*Belol Ip on-. The Im,1 Y116" ono w of we prwlne rer eq etrtstw I• fMty2400LAtOnapDr..SmM M r.w. lpllllltyooly of - Mu1lW . 1.9 D-9- wr Atil/Mi I S-.2. O11mdo.FL 33837 FOr pole InfOIYalon see -1. Jw'• 9e 1 ro ee owe- lJlepe wp oltw: FLCOA13278 AL INE: •w. .Pl .•.ew, TPI w.apinp0.orD, nCA: •w.Welrouptry e : ICC: w. wf•p0U la• F ATE OF OR\ 2/-/-/R/- TOLL 20.0 PSF DL 7.0 PSF B DL 10.0 PSF LL 0.0 PSF OT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 04/20/2017 Scale=.5"/Ft. REF R408-- 36428 DATE 04/20/17 DRW HCUSR408 17110081 HC -ENG KD/WHK SEQN- 851216 FROM RF JREF- 1W05408_ZO3 1bUUU--14UU 5 w/ Iray -UAVIV WLLKLY -- Lot SU Reagan Pointe - LJZ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. THIS Dr+G PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 20.82 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. 6 1-3-15 R=19 U=10 1-3-7 R=27 U=4 _+_ 20-4-0 W(All) L* 1-4-0 -J 11-11i Over 3 Su its R=195 U=45 W=4" RL=45/-21 04/20/2017 Design Crit: FBC2014Res/TPI-2007(STD) `/• PLT TYP. Wave FT/RT=096 096 /0 0 15 q1. 06 2/-/-/R/- Scale=.5"/Ft. WARNIMGI•• READ AMD FOLLM ALL MOLES CM YIIIS DRAMINGI IWiM nMM11SR 11115 ORAMIIIO >o ALL OOMIRACFAS IMMADIMO tIE 111"AUM. T LL 20.0 PSF REF R408-- 36429AW'- DATE 04/20/17 troll•• rpu1N ••.,- C•r. In r•Crle•tlny, n•rMllm, •nl wlny, Imt•111ry •w • •e lrq. R.rb to w lm 1•t..t wltlm of KS1 (a .....9 Ce.pen•nt S.ray I.,or.•llee ey TPI •m MTU)`f.r wra, Pr•Ctle.. 1 . DL 7.0 PSF P.,for.ln9 tmw fl.l.t lem In•t•Ilbf •n•I1 p,wlw t•yr.r, e,.eln9 p., .CSI. a•,1••f rotor .tmr. DRW HCUSR408 17110077 tp Cne,. •0t•11 — Wr Cly •tt•en•. •t,eetur•1 •n.•tnl,q ••. ••ttw Cuero • 11 n•W • P,ep.,ly •tt • 1 y1. t.l11 y. Ls.tleo,'Vla.n re, P•r.•nM.t at .... ..st,.lnt of w•. ,mll w„• ",•Cloy In,t•11•. p•, • y ATE + DL 10.0 PSFM OQ p seem q. Rl •r y10. • •ppllttll•. Aw1Y PI •a•• b ••en rs• of <rul• •n. p•llUen •s u.e l ••ew one tn. Jel"t D.t.11•. unl... otw •t1,...I... R•r•, to .,•.1191 SWA-: to, •t••.•,d plot. LL Mpllm. • •l.l•1•n •f I7• wl Ullly Cew«r.to Grelq 1- M 0 ro< w r•p.m 1111 fer —Y —.a"— rrw to OA + 0.0 PSF HC -ENG KM/WHK AN ITW COMPANY bwnp. •oY f•Ilu,• to Cul 1. lM truss In Cen1e= .Iln ANSI/71s1 1, or for "•n.11n0. Mlpol m, I ......... •r.e l,p or 1,111•• OO`O •• 4RwN••• A (7 TOT.LD. 37.0 PSF SEQN- 852964 owl all tCl..rslny o, w.•r yo•• 11•tl. VII...—M InMI.•w• w.glwle• or lMl•1 •Ay1RwrlRy GC: FROM RF afar FAC 1.25ISIllsof'tsal D ,n/ P, ISR1 = YI. lM ./ <Ll..rwloy /b •ny .tltCtW 1. B'./-Oy- 1. Y DUR sN11Iso2:Do LLit oldaj wll. A ARI/I/Ottl JREF- 1W05408 ZO3OII LCOA. 02711L FLcoAeDnR I"l '•' .l. Jos. yn•,.1 —Los p.•• '"' "" w. e'.:"' SPACING 24 .0" AL"'..Iwmll..tw: IDI.lw",t.e,•..Tu:.....•eln.,,,l,y. ICC: wr.p I Flemin Lic NlnnbeT• 66648 04/20/2017 T6UUd--7499 IS w/ ]ray -DAVID WLLKLY -- Lot 39 Reagan Pointe - HJ7 ) 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 "1311" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 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. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 i THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.89 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -21.94 Ib Conc. Load at 1.41 TC- 117.64 Ib Conc. Load at 4.24 TC- 231.93 Ib Conc. Load at 7.07 BC- 17.06 Ib Conc. Load at 1.41 BC- 100.08 Ib Conc. Load at 4.24 BC- 177.41 Ib Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 3) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A1) e 9-10-1 Over 3 Supports R=318 111=143 W=4.907" 23-10-6 R=71 U=23 'TT 0-8-0 3-9-14 R=328 U=63 i20- 4-0 0-8-0 0420/2017 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15 1.04 06 .0 2/-/-/R/- Scale=.5"/Ft. WARNING I•• MEAS AMO FOLIA ALL MOTES EM Ills MO =I T LL 20.0 PSFIWWMT-- ITIo13M I O$ 1=111114 TO ALL COIIn1AC106 INCIAElIl16 M IRTALLEII. i REF R408-- 36430 True••• rpulr. •car r• In rlprleltlnp, n1n•Ilnp, 1nnPpnnp, In t-II.ro 1n0 s •clop. Mr•r ttM &1b1t •Oltlon If' KS1e( wl loln9 Do.ponont s-r.ty In -tlm. .y'1P1 ..w MIG)'f01 ..ray Or.e[IN. }I i DL 7 .0 PSF DATE 04/20/17 PerfOr.nnp tMM fuMtnme. ....I"— 11..11 '-'- ""'y Mol,.9 Per OCSI. ll.lem Mte. o t• • DRW HCUSR408 17110093 t.P CMM ..111 M•• Proy.rly Itt.enM •trate 111 sM.N lop 1n• pottoo CMM M-11 - 1 Properly 1tt • rlplo cel -lope I.It-lon. ,nano for Porn -...t"1 -t.... ........t of w.1 on... n-„• D,-elnp ....... P.r oo . ATE ,• Q DL 10.0 PSF ALPpF9 q, p er •to. 11 pPllcoo11, APPIy PI1t•1 to •len ret• of trues •n• p-• s •1n.n 1..v....• aJl&1.R.- 1. Ora1p1 1.4 for It.nO.rP Plot. P.•1tlm.• Moine. • ol•lolm or ITM •pl l•U.9 C..P...nt• OrsuP Inc. 11.111 Mt - M.pwNlae for on, •w l-tlm Ira to w••LL i• 0.0 PSF HC -ENG KD/DF AN ITW COM iMNY wIM. ony f111ur• to culla tM trues 1n cmfor.-nc. •Its ANSI/M I. or for n1.011np, 1.-99-,.9, Ina. lot Ion • I -M of [roes.- O\ ``O 4•M•M11• j' TOT.LD. 37.0 PSF SEQN- 736970 P•1 M N1. •r ln9 M .•y.r ..• I I.LIIy 1111. Orry. I101a•1 a.•.t.p. •f PNhe.lal.1 .IMIIIMMnfllt0 SS/A 1 FROM RFrarol.l l Ity "I& y far - 11&119..noon. TM ..I=1I I., . u.o of t.l. N -Ing ft, pry .trlst o I. 'rI 1 DDR. FAC. 1 24MLALCOMPDI.SUM ISO pos.1,111ty of t.P w1I•In9 4&119Mr pr ANSI/TPI I S.P.2. 25 JREF- 1W05408 Z03Ode°D.FL =3' FLCOA0027fl re'"f<^"" e•e `"';°°' pMMf11 n' of P1p• 1"° 1fe e'P """ SPACING 24.0" AL IME: .11P1M1b : 1P1: w.y t .1p. N1u a:.e.elM.ntry.ta. Ia.....IKe.r.Dou I FlemingLic Number: 66648 0420/2017 1bUUU--14JtJ b w/ Iray -UAVIU wtLKLY -- Lot 39 Keegan Pointe - HJ1A Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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"0.5"), toe nailed at Bot chord. 0-4-3 IF THIS DITG PREPARED FROM 00I1PUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. This plate works for both joints covered. 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/24O live and L/18O total load. Creep increase factor for dead load is 1.50. 2X4 (A1) = ZX4 III Lc- 1-10-10 -->J 2-8-11 _g_ 6-7-3 Le 9-10-1 Over 3 Supports 'I R=398 U=101 W=4.907" 23-10-6 R=176 U=87 T 0-8-0 2-9-14 1-4-02 R=393 U=33 T 0-8-0 0-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. Wave FT/RT=096(096)/0(0) 15. QLTV. F -/2/-/-/R/- Scale=.5"/Ft. NAMING(•• WAD Alm FOUR ALL •OFFS 00 THIS DIG/IM;I 1rNIrAIff— FuollsN TNIS MWIM6 TD Au CMUACMS IRCUSSM THE IMTAUJM. T L 20.0 PSF REF 8408-- 36431 Trus rpulr• • [ ••• r• 1n r»r1.•t 1". n•N I1nR, •n1eP l,q, 1n [•111,q •M r-1" R.r., to r• tn. I__ .eltlee ofrSCSI<Uurlel., Ce.pm..nt Sef.tY Infore•tloo by TPI one • CA) fer »r t, er.etle., p WATI L 7.0 PSF DATE 04/20/17 e. t,—I—...•..ry er• "PorRCS([Mr.1[ tn•re ,n•11 novo proper., • .-- ,t rut<ur•1 ,M•N 1n0 b1e eett CMN foolI new • Preyr1Y •[[etf..e,,n.11 Q OpD now er•elnp 1n,<.11M p.r auen• p PT •r n0, •, .pPue»1• Apply pl •to [o .an roto or ve,..ne po•luon •, •1.e, .ee.,• •ea the J.Int D t.11,, u,l.•• rots etMr.1». Per- to Creel,,,, I.OA-1 rer ,t•ne•re p—, po•1<1m,. O •• . O ••• P •• DL LL 10.0 PSF 0.0 PSF DRW HCUSR4O8 17110079 HC—ENG GA/DF AN ITW COMPANY Alp:Z: • .1.1,1« of ITr w11e1n• Coepo n , Gre,lp Int »•11 1,ot e• r.,pen,lel• fer •nY pe 1.t1en free [ ors l,q. sY rel lur• to Du11e [M tru„ 1n eanrorR.nc• .Ito ANSI/7 I 1, er for ,,enol lop. ,nippl,p. 1n,t.11.tl.n • eroti" or tr.n,•,. n (• •. (QR O•.•' y`S **..- OT. LD. 37.0 PSF SEQN— 84655 RMI •T MI..r-IrA .r .Mr pW IInIn• Ml..rw lr P. IMICRL•. R.pPtR11.• Of PM1m.l•hRl ayl—Ing r Ml..r_In. f.r ., .<.,t. 1. e.::t., »'•= w I DUR. FAC. 1.25 FROM RF24ODLRleOnIlQeDrSNIN:I50 I AISI:1 S-2 WWII, FL 32831 FL COA MD 272 For -er• Inf..... n — [.I, .ee ...n.r.l 1.e , pt -ep ••• — •1I••: ALPINE .e•. elpin•1t—o.; TPI: —tp t o,q; •rCA .:•,et l,wu,[ry Me: ICC- .1tt,.r.BOURI Flelnine Lic Number: 66648 SPACING 24.0" JREF- 1W05408 _Z03 16L1Ua--7499 5 w/ Iray -DAVID WLLKLY -- Lot 39 Reagan Pointe - HJZ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP H2 Dense Bot chord 2x4 SP #12 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 20.80 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 MRS. Hipjack supports 1-10-0 setback jacks with no webs. 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. 4.24 1-3-10 0-4-3 R=5 U=3 1-3 2 1 T R=-3 Rw=B U=0 0-4-0 W(Al) Le- 1-10-10 -.3-1 7-1 Over 3 Su or R=117 U=37 W=4.907" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 0 1.0 6 0 TY. F -/2/-/-/R/- Scale=.5"/Ft. N11RNINGI•• NrAo Alm iOLIA ALL NOTES Ow TWOS ORAtI•rl IMIpRANr•• RMISN TIIS ORANING TO ALL COWMWian INCUMING THE INSMALu. L 20.0 PSF REF R408-- 36432 Tru.w. rwrle•eln., A.r.r DATE 04/20/17 rpulr• • t •.• r• In n•ne'Inp, •nlpp,n., In ......a •ro .—.9. to •ro r • en. ,.<..< .eI<IM er`etSl`TwI Ia.q Ce.p t S•r•ty 1-r Iw ly'TPI .,e .Tav`ror Wray pr.—=. p ; • TC L 7.0 PSF e p•rfer.lny tn•w funeclem I .... ll.r. .n•11 Prevle• a•.gor•rr er•e,ny por KSI Lin.— rote otwr. op Clore •n•II n„.. properly .tt•[1W •trlfctur•1 •n In• •ne lotto• mere •n•11 new rop•rly 'ATE o—$., DRW HCUSR408 17110103r1aOeall,p. Loe•aaro flan ror p•rn.,ont Le.... ...v.Int or wlf oh... h— lr•CI ....... V •. DL 10.0 PSF a CU on. NI N) or .10. •f .ppl lewla. Apply PI•u• to e•Cn rIW or trwst Pe.lUen .. sl.oa• wo^o •ro alo J uor IT rote otlor.lw. R•f•r to erwinps I not ror • •re p'.<• ea tlem. Alplro, . Olv41m Of IT owl-9 Co4w•ntf Gro•P Iro. foal not w re.Pmfl•1• fer •ry ...,1•tlen frw In O •••4 O. LL 0.0 PSF HC -ENG KM/WHK I D AN nw CDMRANY w z My r•II— to lune w"r <ru.. In .— or.•n<• .Ian ANSI/TPI 1, or ror h—InO. fnlpp l,p, C^ whin O•.•• yvv9 1•. N1-•-• ` Gip4' OT . LD . 37.0 PSF SEQN- 852967 thl. arwlliy .r /oVlr P.O. I toting ml. .r..Inp. lnlll t. to-Wt.,o• .r Pr.r..NMla .IINIn..rlro 40 ArL FROM RF I _ of NI• .rwlly nor •Iy .t..ster. 1 i1 DUR FAC. 1.25lCllley :'eti wII.InO azooLtkoltll OI, Smm Iso r•ffpeln .n.r No, ANSI/TP1'r JREF- 1W05408 Z03Orlando. FL 32137 R.COA11DYM For wr• Inr<tlon '•• tnl> .el•..lao—I ro ' P•P• "° u.f..•l fIt,,: ALPINE:... aplrolt. TPI- ... 1p tC..TCA: .o'..selrou.ery.to.: ICC- Fleminp Lie Number: 66648 SPACING 24.0" 04/20/2017 vovva--/9L"J C w/ Tray -IJAVIIJ WLLKLY -- LOM JW Keagan roonxe - LJD ) 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"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A1) = 4 1-4-03-Ij 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional 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 i22- 10-11 0-8-0 2-1(-3 R=89 U=0 T20- 4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.0 6 0 Ak ALIT WARNING I.. IMM AND FOLIA ALL NDM 0 THIS MGIFIIG1 • IWVnANT'• FLOISM TNIS INS TO ALL C0111114CTM IKLIDINO 711E INSTALLERS. / truoa.a l.aulr• •. tr.w a r• In f•brleotlno, nrwllno. ahlapino. y TPIl, no MC err lno. Mr.r co W r • /`_'./ yijry/ toM lot.at .eICIM o! KSI (Eul101np Co p•nw 0 111 toa. cion, by TPI one RU/ for •or.ty proealc.a p • wr rd lno anh funeal•r,a. Iroa.11•r. .tall pr th toaper.ry br.elny wr KSI. wa.a. nea•e atMr•, • ATEcepmereM•11 nw• PraprlY •cc•en.• •t reecur•1 •n•.anlno .ne Decca. enero •nHl now • preparly • / dole c•Illnp. Loc•tlw• von, /or p•raenonc burN rear •Ina er •sea anal hobo aroclno Inaull• ec• r K V • T• 1]. •7 •r no. •• •PyU.1.. Apply plot« a •.en roe. or are•• •no palUon .. Yon..e•w one • QnI1I1 O ano Jana D•a.n•, enlw• roa.e etn•r1l•o. Mror ae erwl,gs /•WI -3 ror •<•naare PI•u roof can•. O •• P 1 0 Alp l,o. • OW...on •r ITN WIIOIn• Coynl•n • oro.p Ina. M.11 t .• r••pan•ule far •ny a vlotlan Irw an A ORO a1 erwlno. •I,I r•Ilur. a bulla cM ares. In canror.•nc• 11th ANSI/t 1 1. or ror n•,Yl IM. aI,i MI p, ••••••-••••• 1 AN IrW CDAAPANY Inaton•uw • or—." .r cruaua. A opal an t1N• er=llq or eayr /•F Ilat 1. tlNa erAAlnp. 111AIAa at tx6a roc al p rwalawat ar tlrYlllq A,'. A alanalslllty Aalaly far aAa pan I Iew1. the aelaablllty to ea• •r NI• arolq far any aahstw 1• 240DLaiL.,...,•aDF,SIum 130 raay.slblllty or tn• 8w.d.,q D -IV— •r AMI/TPI 1 S.A.2. Odmdo, FL 32M Far car. Inrwwalan .w I.I. Job'. o.Mr.. nota. P.P..IIe chow wa .I<•.. FL COA FO 271 ALPNE. .w.•Ipin.l w.ew: TPI- w plm ,, WCA: aw.•aelnae.cry.ew: ICC ....laa..r.pou la Fleming Lie Number: 66641 04/ F -/2/-/-/R/- 4 _ L 20.0 PSF TCL 7.0 PSFIL10.0 PSF 0,1T. LL 0.0 PSF LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 36433 DATE 04/20/17 DRW HCUSR408 17110082 HC -ENG KD/DF SEQN- 736962 FROM RF JREF- 1WO5408_ZO3 1bUU5--/4VV 5 w/ Iray -UAVIU WttKLY -- Lot :S<J Keegan Pointe - WbA 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 "138" 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. 2X4(A1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. R=134 U=55 i22- 10-11 0-8-0 1-1(-3 2-1(-3 1-40 - R=61 U=0 0-$I -% 0 20-4-0 TT +/- 0-8-0 0420/1017 Le 1-4-0-3-J 1-11-8 -4-8 2-8-0 5-0-0 Over 3 Supports -- R=288 U=51 W=4" ISO— s Fi RL=92/-27 Qv--,``••• • •••• % O ,Y S••• Design Crit: FBC2014Res/TPI-2007(STD) o PLT TYP. Wave FT/RT=O%(0%)/0(0) 15. 1.01 06 0 101TY. 2/-/-/R/- Scale=.5"/Ft. a N F9 AN ITW CDMRILMI WARMINGI•• RM AID FOLLOW ALL WM al TNIS M011161• IWg fMTrr FMISN THIS WMIltd TO ALL 4MOOMAnuO INGIpA7INOTK ITAAAMS. • Trus r"u . • c •M or. In r I ,p, nanel,n•, on W.". IMt.11 ,n• .M s at,n•. A•r•r to •, r 1 11 M ...... _I<Iob .1 KSI `(a..1...9Ce pl•nt Ser•ty Inr•..•<1•n, by TPI . RCA)'rer ,•r•ty prKtl<., • e p•rferal,q coos• r,aat ieM Inscall•r. s 11 p,er.a• toopo,a,y broa,n• par SCSI. IAII•ss Mtoa otMl-i W eMro Mall novo p,ayrIy attatMa .truttu,al aMatnl,IP aM bottoo .M ...11 — . prap•rly • .- / • rI•IO t•111n•• Lot.tion. slle-„ ra, Para.nent „<,,,, r•str•int or leas mall now b—Im Inscoll•otp•, ,IO : ATE . pt. m. •1. OT sr P10, s epp11<tll• Apply plot•• t. •aaa rot• of truss p•sltlob as uncal abwr aro , • • • • M blot oaails. ,n1... "o— •ear -loo. F.r•r to ar.-1 q. t OA-z r.r .L bMe R1.<. p..Itlen.. •. OROAlp,—. a OI•i.IOn •r IT Wi lai,p Ceep•Mn f e,— lee .na11 ML b. ro.panslbl• far o^y —,at.— rroa to .f_ O • OKOO •• a'M[:'1'plal"'ysl C ae1,Ip of t-... truss In csNoraun• .dtn ANSI/TPI 1, er for MMI I,q. .nlppin•, tyy, 6 ••.• a•••••• p V C L L DL LL OT. LD . 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 36434 DATE 04/20/17 DRW HCUSR408 17110111 HC -ENG JB/DF SEQN- 737139 24MLake OmBtDr Swe 130 arl an NI. •r—la• w coyer ~ 1latl.y -1. d-1.9, In•lestao aobePwa of PlaTaaa latlal wglM•rlre• V1- S'0 r.aP.lr l.Illq a•laly r.r sll. a•.Ia..lied. Tlr .ultaaillty .Im — at N1. ar_lly rar law .trt<tar• Is p.l.lblllty •f nl. •all•Iry A.IOnr per ANSI TI 33-2. A 1 9Iq-_A•_I_ „` eM41W DUR. FAC . 1.25 FROM RF JREF- 1W05408 103Oviodo,FL 32837 FLCOA00279 For ter• Inr«antl.a• tnl.job'. 9a 1 M . p.Po •"° _" "" ":"` SPACING 24.0" ALPINE:—...p I— . TPI: .<p •. •TCA: —---trya ICC ..r Dou la FlemingLic Number: 66648 0420/1017 IbUlU5--/499 B w/ Iray -UAVIU WLLKLY -- Lot 39 Reagan Pointe - CJ5B ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=189 U=19 RL=74 2X4 (A1) =2X4 M 1-11-8 -4-8 2-8-0 5-0-0 Over 3 Supports — THIS DIG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.93 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. 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. R=151 U=61 22-10-11 TT 1-1(-3 1-4-0 R=62 U=0 0-4-4 Design Crit: FBC2014Res/TPI-2007(STD) o - PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.01 06 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. WARNING••• RAD Alm FOLIM ALL ROPES OR THIS WMIMI R r 111'dtTAIrl" RMISII TMIS DWIM TD ALL CMM4C=S IICLIDINOTME OMPAUJM. TC L 20.0 PSF REF R408-- 36435 Tru rpulr...arr t.r. In f.hrle.<lno, hrlln•, MlppinR, lMt.11 l,q r er.elnp. ..r.r u r f 1 : * • ho 11[oft .el[len of BCSI (wllelnp Cetgen.h< S.f.ty Info iubyTPI . RCA) r— ..ray pr.e<It.. r L 7.0 PSF DATE 04/20/1 7 p.rfor.ln• tMf1 ruletlOn>. In,<.11.r, Y,.11 yrevl.. [•yor.ry .r.elny p.r •CSI. Vnl.f> np<1..tMr., ATEtWthere -10 how Properly ottaehod f[r1i[ur11 on.athlnp 110 eotto• CMre 11.111 h o praporly a[ae 0 rl•10 co111np. L«al.ro fn.11fflanf.r p.r•uw,c btNN roafolM .aef h... -1.9Imt111oe per • • DL 10.0 PSF f n. 67 er nD. a apeutasl• ApP1y P1as <e .-h 1— .1 1,— w poolum .f slw. aew. am •i DRW HCUSR408 17110087 O lno[leln[ D.1.11.. un.... —on -I... R.r.r to er 1,yf I.DA- • • i for f[.ne.re Pl.e. Pefl<l.n.. a D A,p.—. . el .... .n .r IT. 81 111 ly GOpoM • Cro 1p Im .hal l —I e1 r.>penolel. f., —, elolaloo e— U f O '/`` `•_•• LL 0.0 PSF HC -ENG KD/WHK wl1q, ahy fa ll-. to eulle [ [ruff In emrora..nc..I- ANSI/TPI 1. .r fw panel).9, ohlppinq. • t ` .• AN irwComplkNY an>[.11.[lon A eroolnm 1r eru.f.,. .yy sA ''•••••'• N OT. LD. 37.0 PSF SEQN- 851193 wl 1. {hl. Rf s I w aar.r •D• listing NI .f..11l II IIIR IO.t1..RR.t..f pII- A .IID 11 1. AILr..Po.1.1.1I lty N1— r f W .a.lw - Per NSIT. fulta.I l lq ane ... N fill. er lly r.r .hy ltrtstw to -/ wW„•• DUR . FAC . 1.25 FROM RF2:OD Like Olvlte CT, Shite I50 r.ap INlllcy of tltl wile llq D•1/l.r Mr ARS•/I 1 1 S1e.2. Odsoub,FL 32921 Fo, .. r1 Infor•otlon f.1 this ^ ee:r °an.r.l noto. Polls r tn.fo w. ,lw-.,: SPACING 24.0 ” J RE F - 1 W05408 Z03FLCOA10278ALPINE. r Ipsn.lt-coo. TVI: r.tP o. MICA: .o'..atlml,.cry.ty; Itc: ,of.I OU I Flemin Lic Number: 66648 U4/2MU 17 115003--7499 B w/ Iray -DAVID WEEKLY -- Lot 39 Reagan Pointe - GJ3 lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X401) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=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=59 U=28 1-10-11 0-8-0 20-4-0 R=50 U=0 T 0-8-0 L* 1-4-0->j 13-9 8 Owe 9 Sappe to 1!' S t! R=222 U=45 W=4" . RL=62/-23 OO ••.•``••• • ••••'' fr Design Crit: FBC2014Res/TPI-2007(STD) • v $••. PLT TYP. Wave FT/RT=096(096)/0(0) 15. 1.0t• 06 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. WARNING I•• IWAD AM FOLIA ALL 07I6S OR THIS pWIICI • IiOUAMP' naps, ills •RA•Illp TO ALL mHmw m IRr1AlIRp THE INVALLEM. • TC l L 20.0 PSF REF R408-- 36436 Tru.w r.qulr.. a . .r. 1n I..rle.t l,q, n.nellnp, .n,ppinp, In toll l,q .M . •clop. Aol.r to .M I 1tn. 1a.a wltl.n ar'etsl`(."Ila p CooP.n.nt S.I.ty lire,.. 1e .y'7PI ....C„>'I.r ..r.ty pr.etle.. L 7.0 PSF DATE 04/20/1 7 o p.r for.lnp tn... r,oleal.ns In,t..1—. .n.11 prw1.. t psr.ry .,.e1np p.r Ksl. U..... not.. o n.r.1 • too snore Moll n.". ProArlY . tomos It -1111 .M.enlp . A.cty — .n.11 now . plo l.y . — rIp1. glll,q. Loe 1— fM.n`f.r P.r..nont"1a.... ... rant .r ..A. .n.11 n.» Dr.elnp ......Iod P., ,0 % ATE .• DL 10.0 PSF DRW HCUSR408 17110083 pD ,. etlm. q, •7 er 6 10 s .pI Ie.elo. APPY P1a.. ten foe. or truss Peauen .s .._ ...w.• • • an. Jelna paaL, uH.,, .w.L.. R.I., t. er..lnp. 1ADA-: I., .tomsd plot, pe.Iaon. . `QP` • LL 0.0 PSF HC -ENG KD/DF Alp1M, • e1"I.lon or 171 callalny C,yorlon[s Gro,p Inc. .MII rot a r.spomlelo ror .,y eo"I.tl.n Iron to •• OR •• wl,q, .,y, I.Ilur. to •u110 tn. truss In eenfor.une. .Ito ARsI/7 1 1, or for n.Mllnp, oil pPl,q, ••1•••, •••••• ` ANnwooAAp1NY I,'nt.11.tl.n.Ars„y..t,u..o.. OT. LD. 37.0 PSF SEQN- 736961 Awl M NI• bA11A• M es.•r .0 I lAslp •I Ip, 111•IAAe•A AQ.p7AneA Or / ft"lenA1 A1Ip~lnq 24ML1te Dr, Smrc150 r..p l:l f N •E. WI1 np AME/TPI`rl t2 .1r! r../ till. prMln• IAr My .tslstw 1. 'gp A'1,••,/ M DUR. FAC. 1.25 FROM RF OlUndo, FL 32177 F., fir. In r.r..alon ... til. J—'. p.n.r.l ,m . pp. one an.......1t.. FLCOAID271 u IRs:...•IPIn.I<..eo.:TPI: ....tPlnst.orp;1ICA: w.s.el,muser.ev; ICC: .w e..I.p la Flemin LicNumber:66648 SPACING 24.0” JREF- 1W05408 Z03 p-TTOTITiZIDJ I0DU5--/4VtF 0 w/ Iray -UAVIU W[[KLT -- Lot JW Keagan Pointe - GJJA Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 I-- i<- 2X4(A1) a i<- 1-4-0 ->J 31=25 R=18 1-0 0 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 21.10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 21-10-11 2) 4 _%- 8-0 0-8-0 20-4-0 TT +/- 0-8-0 1-11-8 _q_ _8_p 0-0 Over 3 Su ort R=222 U=45 W=4" • ASLZRL=62/-23 Ov•••• • •••• y Design Crit: FBC2014Res/TPI-2007(STD) •,! S••• PLT TYP. Wave FT/RT=096(096)/0(0) 15 1.04 06 .0 T /-/2/-/-/R/- Scale=.5"/Ft. IMARNINGI•• 010AID FOLLA ALL IDBS Q• THIS MMIMI IMmmffr• nmisl TNIS rwA•Iro"Au CO.1 WMft IleuDl•c THE IN.. T LL 20.0 PSF REF R408-- 36437 Trw•.. r•ee u• .arw e•r• In fprlutlnp, n•,.ell,.p, .nl pl,p, lmul I Iq .na a .clop. •.f•r to ...e t» I•t•1c .eltlp of •CSI tWIHI,.9 cop- S•r•t, Inrorutl«, s, TH .o •TCA)rfer ••r•t, Pr...... 1 1 DL 7.0 PSF DATE 04/20/17 e P•rfor lrq tMN f.• .,— Inac•11•rf .n•11 prw oo toper•,, Croc ,9 p•r •CSI. unl•ff p<.e O[M, • ep .ner0 M•11 now prewrl, ott«l.•e •trwte .n.otnlnp one eottoo cmre 1b 1 MW • pr•p.rl, . e« • • rip10 CN II,q. L«NI«. 1ne•n ror p•r.•npt 1•tNH r•HrN nc or w•1 1 11 now oro.lnp In.tsll•eap•r • • p ATE • 4$ DL 10.0 PSF DRW IlcusR4os 17710085 Q pUon• •S. •T or •1•. .1 I— <•sl.. APP I, Pbu• a ••.n foe• of erwo oro pef 1.1 .. 1l.o.n pow •m . • lM JO lot ••tolls, -. 7 notp etn•.r.•1••.` R.f.r l0 •,wino• 1.•A -z for 1to,.e.re Plot. p0•Itip1.P•O LL 0.0 PSF HC—ENG GA/DFAIpl—, • Olelslan or 171 •ul leln0 .n1r.n—..a. GrO.q I« poll net •. ,.pontlol• rer •^Y O•vI NIM froo an A •• C \O • slop, •n, eller. to .elle a ere•. In .onfore•«• •len NISI/T/I I, er ror nr.el lrp. M1W lop, / •• OR •• AN rIW MMRUW .......—I— A er•el,p or are•1.1. Fs+ '••.....••' TOT. LD. 37.0 PSF SEQN- 84660 MI M tma •rslp •f ot~ p.•. 1mire tlll. w -Ing. IMI.ttt•. •000pAr10• of pf•f•..Irl.l •I4=r1nq lL. rsp•l..l.11Ity sl•1, 2'..—Ing—D-1ert!.• ••.1•n Y Tn. lelt••lI I" alto w or -1. or -1.9 for •lW .trliter• I• I ?JODLAt Onmp Dr, Shite 130 r•.P sl•Illt, •f s/.. •elleln• Dp IV— pw AASI/M t Sp.:.IV DUR. FAC. 1.25 FROM RF Orlando. FL 3W7 For .or• nr.,—"— .•• ..I. Joo•1 pwwr.l n p••. one aMw we altos' FLCOAbm ALPINE -Ip-..-. TPI ••-.a. oro: •ICA ...• e.ery..e.: ICC: •••. .1.r•DouI Fleming Lit: Number: 66648 SPACING 24.0" JREF- 1W05408 ZO3 04/20/2017 1bUU3--/499 V w/ Iray -DAVID WLLKLY -- Lot 39 Reagan Pointe - GJ313 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP N3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III R=101 U=35 6 F__ 0-11-3 2X4 af_0 0 R=19 U=0 R=113 U=10 RL=43 2X4 (A1) m2X4 W 1-11-8 —d:4 8-d THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.43 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 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 21-10-11 21-4-0 0-4-4 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15 1. 4 06 .0 T1 UARNINGI•• WAD Alp FOUM ALL MWU a THIS 001141161 INVUAlff" nASIsm 1111• auxin TO ALL OD/ISAC111n lneuml•D Im INSTAIim. i Trwr. roeulro o c ear ru In Iobrleatlny. ..11np, ulpp l,q, In tall) o Roror to • *' M 1•eH[ aplt len ofr•CSIC(• u11pIM Ce.pe^•^t 5•f•ty InferuclOn, by TPI .,W IFICA)rfor".f.<y pr•Ctle..l te perfer.l,q cMu fu.ec lens. In.callur. —11 prw,eu tueporary b atln• par SCSI. Vnl u. neteb .— • u op C—d .MMI Mw praprly ottocn.e etrutturel anoatnln• — bettab enero Mal nev. a properly • t : ATEriplaplllnpLotatlonu — for p•rY,wet Icer •1 ...V •1 nt or aeb. -..I Mw brad.• 1—t— eat per • 1f OaLpp U. •T er •10, es aplle-lo Apply plot•. to uutn rot• er crw. po.l— • • tM Julnt Ducal.. ,n luaa —lob otMr l u. ..for to arwinpe 1WA-2 fer etatl a plow poauon. 1e oro 9 //' Alpl M. a OlvlNen of IT. I ...... D•/eMn . Crot• Int .MMI Mt .a r..pslf lel. fx eny pavlatlan frame to 1DX, • ORM"' tress In c for.ante eltn ANSIrt/1 1. or for b•M 11„p, • Lell'•I / •........ AN ITW C37MRA,Mf nlppinp.to IlKlan braelnp of"[rwses v • • N`I ln. Ml e 0. M dlpq. II.t1. tn1• •f lp. In•I.R.. pr•f...1.M1 .11p lnMflfq SS r.- 1 .. lel; fer w CMM •bawl. T)r wltu•Illty of tAl.lb..PlnuING1e • raof f r eery etrestw 1. 0 AL 2JOOL&LeOrlWDl SDD150 d— ra.paewlblllty of tM callael• OSI@— per ANSI/TP 1 1 S—"2. +•.lass OdwAb.FL32837 per .ora Inrer utl.n .« tnla job's •u,rr.l M . pu.,.e encu cab .Ito.: FLCOAIDM L— ALPINE. wA •1pl Mlt•.to•: TPI: w tp-st-9: •ICA aw. feelpa Mwtryeo•: ICC: w. ....D la FlemingLic Number: 66648 2/-/-/R/- T LL 20.0 PSF DL 7.0 PSF e DL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 04/20/2017 Scale=.5"/Ft. REF R408-- 36438 DATE 04/20/17 DRW HCUSR408 17110113 HC -ENG KD/WHK SEQN- 851191 FROM RF JREF- 1W05408_ZO3 7bU1.15--l4bIbI 5 w/ Iray -VAVIU WttKLY -- Lot JU Keagan VOlnte - GJl ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP A2 Dense Bot chord 2x4 SP H2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 6 2X401) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 20.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=-36 Rw=24N 43 0-10-11{/ 2 --4 _-8-0 R=9 Rw=15 U=10 T 0-8-0 04/20/2017 LIE 1-4-0--j 1-0-0 Wer 3 upports R=201 u=ss W=4" 101 1000. 0. RL=32 yOvG•••• J S'•••• Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 1.04 06 .0 2/-/-/R/- Scale=.5"/Ft. WARNING'•• BEAD AM FOLIA All NOTES ON THIS OW 11101 IWPOWTAIIT•• FIANISN THIS WINO To ALJ. CWTL Mn INCIAOIIN: TINE IN ITALLM. T LL 20.0 PSF REF R408-- 36439 DATE 04/20/17 Trl,lN. rNelr. err-.- <.r. In f»rle.tlnp, n Mll,p, NINIp, In...... . N-f.r to .r,e tM Utet »It len o. S.(wl101 np C..po -t S.I.t, Infor-.cim, e, TPI -- 117CA) ..n::.a, pratlN. S DL 7.0 PSF to Nrfor.11q err • hoer Ion.. In.c.11-r. '"'I I pr— toopt—r, p .clop p -r SCSI IYIINs rotor o r• DRW HCUSR408 17110084 top CMr- 61 11 n.v. pre -or 1, ottotn---treet.rol sn. "I,* — Wtt» a»r0 -MII »w . pr.Nrl, .« r1p10 CN1Ip LOC -(le. ,I...I, fN P.r--,wnt lot ... I ......... .. -.p. sn.11 Nw .relnp lbtoll» p -r .0 . ATE • Q$ DL 10.0 PSF e d P0 tI . 63. S7 or SID. .. oppllt»I-. Apply plote to -och roto or tr-.. -no p»1tlon N .owl »o,- ..- V • • t» !-Int S-tollo, Solo.. Nab eIMIVIN. Plow 10 -rel IOM -I ror .t O.rO Ill... »oltlons. O • Q•Q F/ LL 0.0 PSF HC -ENG KD/DF AN RW QDMIi1NY Ipl».. a.a.lm or In wumnp Co»w--t. crow Inc. .»u not » r..ponsl.l- rer », eel.u» rr» Ore lr. N, roller. u. -ll- —. eros. In emLr-rt. .Ito ANSI/TPI 1. er fer n» -I l,p, >m 1pp l,p.• pp•NIN•--• In.0 n.u.n . pra l.p .r cru.... to i•' v TOT. LD. 37.0 PSF SEQN- 736955 OA I M NI. Archy or - p.p- Il.tln NI. •r--Inp, IMP— op.."pnp0 N p..Mpl Mpl-11pIMer1•p FROM RFr..p..LHI l lq »IN, rK tlI. -..Ipn sl-wI. TP- ..I—I I It, AM 1-. Or tlll. 4-11'9 for my .trlstw 1.NA OUR 1.25 f1,.'.. 24ODL2LtOnoleDr,SwtI50 r-lloolo lllt, N sI1. wII-Ino "I"oll pot ANSI/FPO I S-2. FAC . JREF- 1W05408_ZO3Odmdo.FL 32837 FLCOAID273 For .w- Int -tlon .-- ..I. 3m•. p-Nr.l ro . p.p..M tn-N w..1...: L II/E: •Ipin-It-.e»: T I•---•t,In.t•>p• .rrl--•..eln-tr,•e—• I«:--.•ltt,-.•Dou la Fleming Lic Number. 66648 SPACING 24.0" 04/20/2017 I STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 0• ATTACH SCAB V17H 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 STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -DN BLOCK. ATTACH STRONGBACK TO BLOCK V/ (3) 10d COMMON (0.148'x3.0') NAILS OR G41001 BOX/GUN co.128NAILS. ONAILS. are the preferred ATTACH STRONGBACK TO WEB V/ (3) 10d COMMON—_ 0.148•x3') NAILS OR 4) 10d Box/GUN Uhi28•x3.0') NAILS attachment methods o END. STRONGBACK BRIDGING SPACING REQUIREMENTS LIP to 10' None re ulred 10' to 20' 1 rot tat center of n) 20' to 30 2 rots (I at Troch V! ' ts) 30' to Q 3 ruts (1 at each I/4 IS) Over 40' Ce MOS At 10'DL • tS) All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max,) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information). v I.J 1 p S F 00 ATTACH STB TO BOTTOM CHDR 1 •••• • ••••• ' 2) #10 - 3' •••JI SF• , STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ' • VARNINrde• READ AND reLLOV ALL MITES O1 THIS DRAVI1fl i 0, • TC L PSF REF STRONGBACKaeI1PORtANT.. r1RNISN THIS BRAVING TO ALL CONTRACTORS Wh1IDING THE INSTALLERS. • • Trusses n 1etrlf• core m febrrcatr harWD • requ q. r,p, shbPnR. Ins tollhp and brocng Refer to ontl • rob. the latent edltcn f B[sl /Bwtllr,p Ca+pontnt sorely InPorroLon, by TPI and stltA) for eafety * • * • L PSFDATE 10/0]/]4 yocdcas prior to perfor" these functlons Installers shall PMAde temporary bracing per BCSI. • • Unless noted otherelse, top chord shall have properly attached structural sAeathing antl bottom Char • C L PSF DRWG STRBRIBR1014 I sha11 have o properly attached ripd crs.n% Locatbns sho.n for permanent lateral restraint of .Tins • ATE • U shall .%.havb $3051 installed per SI sections.&In the 07 or BO A. -At..0 Apply pates to each taco A • • Q I' UUUUIrt1 FE Re eruto oral pgs 16C as sho•n above ono on the Joint De tats, arias: notee othrrabe ep, • LL PSF Refer to ,i aeOtps 160A-2 for standard Aote positions. -r • • Alpine, a dlvlslen of ITV Buativ,g Components 4 Inc. shall not be esponslbte for any tlevb tbn from O • AN ITW COMPANY this draelnp, any follure to bund the truss In contoehance elth MISI/TPI 1. or for handling, ships". ^ • ..O, ``O•••` T. LD. PSF Installation L beating of trusses. •••••••• c A seal on this drtivkV or cover page list•* this ora•a,g, r,tllc•tes acceptance of proressbnat 113723RkwportDriveenpv,err nli responsmtlay solely for the ab9on Shown. The stdtabttty and lase of Refs drooling DUR. FAC. 1.00 Sua0200 roe any struetwe Is the responsibility of the IAcbV geslpler per ANSVtPI 1 Seel. Lap H hi•,M0030.3 Far Aare Information see this Jab's general rotes page and these eeb sites, SPACINGhed0ALPINE, eeealo"lbcami TPI,—tolnst,oro: SBCA, eersoclmdustrvorar ICC, —.1cce.reoro ., .-. _ _. __. __ 04/20/2017 CLR Rein -Forcing 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-reinforecement 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 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6w T -reinforcement, L -reinforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. Member Substitution T -Reinforcement or L -Reinforcement: 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. 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. wA11110110ilt. READ AND FELLOW ALL NWM W TMS DRAVUG N-WMTAHTL rtOW3N THIS MkWDC.. 10 ALL CO TMAc1UM Dd1UDING TW DWALLUM 11 . "s rspdre ertr care M faMlcatip, nsrrAa'rp 'Y iwtaldrp ELM bra Meer to aro Felt" v V P,Ct the latest Pert of SCSI se fu o to Ins Safety Inforrretton, by IPI aro t clh for safety practices prior to perfornirp terse furctl" Installers situp to t temporary errand per Ctisitratedeoerlya tap ed rU sic nave props attached sip tarot srreral and Oat tow t/rdrsoilrowapropertyattachedrUd=1 Celip Locations03.11?sinM For pe siske. tApply platesres eraiit of racef1 Of f1 situ Mve isroposi iistas per DCSI sections S0, D7 or D14 as urdess na llpplr Mates to each race 1111L IUI\\ VVI II of truss ELM position az sore aCoae end on bie JeMt DrtaLs, wens rotes otmerrise. Refer to drawings Ifim-2 For stand -al Mate pashlons AN RW COMPANY ~•' a dvdlpn of ITV DkAdrp components OrasroorOrapInc. son hot be respons"r Fany de11a fn this droving, MyfeWre b bAd the trt.ss ti rrwnconfoce with ANSI/orTPI1, or firndlhp, shpipY.y Inztauatim L bracing of Slt.eses. t A seal M this dre ft or corer paw UstiV this drosing, dcairs acceptance of professl rd 13723 Riverport Dnve f eqmzYtrc le it orrdellqM w D— 1Des4 perWtyZEA mpo1 1orSectthis d—.&* Suns 200 Maryland Heights, MO 63013 for more tnfo+.aum sae this job's qe al rotes page and these web sites. ALsPINE. asalpileltr.coU TP1. rag tpitstoron SK& rrasbcidustryoras ICG "okcsarearo 11,,,,, o i• FATE OF 4 P 'c e• • aaaOR p••• VOVS,nNAIDUR. FAC. SPACING 04/20/2017 T-Reinf. or L-Reinf. Scab TC L PSF REF 1* L PSF DATE C L PSF DRWG LL PSF T. LD. PSF CLR Subst. 10/01/14 BRCLBSUB1014 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt a 1.00 Ort120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 or, 100 noh rind speed. 30' Mean Heloht. Partially Enclosed. Exposure D. Kzt = 1.00 Connect diagonal at I I I I I^ ni Int of Vertical web, 'Vl l VIt Ref'er to chart above r m ga e v weVARNMaw BEAD AND rOLLav ALL NOTES M TNIIS D"VIM • O. fWMTMT t rUMSH THIS DOAVDfr TO ALL m11RACTOK IIInNDINIG THE INSIALURS. • T" the req tre ewtMM tare ti A&WQ frog, hen's Safety In o Mte11Ng and eracYrg RefM t0 am • pato) the latest Mar of KSI sefunc ions.CappI s Softy all PMtbn, by IN ry SKA) for safety • a e, prier to .'s". ' q /Mu functions. Ihetaller, snail provxN urporary aracwp per KSI. ( Wesf rot d etherwke, tap snare atoll have Property attached str.ctval w.thirng arVN eat ten cher : ATE 0ShenaveaproperlyattacherrolecealnpLocationsahoanforporMMntIet•ral restraint of Nit iLshouMygr.eep 'em talked pr "a ssetl M Bi, 07 x B14 a appaca no Appy pia tet to each face _V • eIUI\\ VVi II of true anal Position as sMwn above OM on w Jdnt Detest, uNeu rater otMr.lae. V14e•per to.....vs INA -4 for ,tanked pate positions. A4**. a division o ITV BAdit component, Gr" Inc. snail not be respiable for any deviation fra % AN RW C.OMMNY w dradno, any f.1_ to aad ane It- ti cmfarwce with ANSI/TPI 1, or for nandUng, thlpirp, •• Watallatbn L bracatg of trusses.rscAwanonthisrwpaweigorcovertpawNst•lp this di-owbp edcaltra acceptance of proresslonal ON A 13743 Rivarpon Drive erlwrwrww retplore Oty solely for w design showk, The PAt&Wty arle ace of Yes rrtaanp A Sloe 400 for any stracoff• Is w rwsporab•/ty of w Vap D•sbner per ANSI/TPI 1 Sart. aftw",0 Maryland H"hts, MO 83043 for Mre Informatlen see this pb'c ger-rat rotes pep and these aeb slue 'TJ rAT' ALPtl6r www atpinNtw.coru TPh www tpknct.Org; SBC& ewa.sD[wWttry.ergl ICC- wwwccaarecrp M Bracing Group Species and Grades - Group A: Srace-Pine-fir Hen-rir NI / 02 Standard 02 Stud 03 Stud 03 Stondord Douglas rir-Larch Southern Pine 03 N3 Stun Stud Stontlord Stantlortl Group B: Hen -Fir NI t Btr NI Douglas rir-Larch Southern Pine NI NI N2 02 1x4 Braces shall be SRB (Stress-Roted Board). ror 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B IL_!!L1_uL'1-n`y be used with these grades. Goble Truss Detail Notes: Wind Load deflection criterion is L/24D. Provide uplift connections for loo plf over continuous bearing (5 psF TC Dead Load. Goble end supports load fron 4' o' outlookers with 2' D' overhang, or 12' plywood overhang. Attach 'L' braces nth loot (01281x3.0' nin) nous. K for (1> 'L' bracer space noels at 2' o.c. in 18' end zones and 4' o.c. between zones. K)Kror (2) 'L' braces, space nalls at 3' o.c. In 18' end zones and 6' O.C. between zones. L' bracing must be o raninun of 80X of web nenber length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' o' 2x4 Greater than 4'0', but 3X4 less then 11' 6' Greater than 11' 6' 4X4 Refer to common truss design for peak, splice, and heel plates Refer, to the Building Designer for conditions not addressed by this detas. TOT. LD. 60 PSF MAX. SPACING 24,0' 04/20/2017 REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2> 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace Group A Group B 2) 2x6 'L' Brace Group A Group B J U o U SPF F 1 / »2 4' V 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14. 0' 14' 0' p3 3' 10' 6' 2' 6' 7' e' 1' e' 5' 9' e' 10. 0' 12' e' 13' 2' 14' 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' e' 1' 8' 5' 9' e' 10' 0' 12' e' 13' 2' 14' 0' 14 0' Standard 3' 10' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' S P DFL pl 4' 2' 7. 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' p2 4. V 6. 11' 7' 2' 8, 2' 8' 6' 9. 9' 10' 2' 12' 10' 13' 4' 14. 0' 14' 0' p 43 ' D' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10' 1' )1' 7' 12' 5' 14' 0' 14. 0' Stud 4. 0' 5' 7' 5' 11' 7. 5' 7' 111 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' U T_ L U O t,D 1 SPF u Ff p1 / M2 4' 8' 7' 11' 8. 3' 9. 4• 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' D3 4. 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14. 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7. 6' 8. 0' 9' 3' 9' 7' 11' 0' 11' 6• 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' B' 7• 9' 2' 11' 0' 11' 6' 13' 6' 14. 0' 14' 0' 14' 0' P 1DFL 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14' 0' 14.0' 14' 0' 14.0' q2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' It, 2' 11' 7' 14. 0' 14' 0' 14' 0' 14' 0' B3 4. 7• 6' 10' 7' 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7. 3' 9 1' 9' 8' 11' 1' 11' 6' 14' D' 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' QNI d l X d U 0 S P F LJ Ffl p2 5' 2' e' 9' 9' 1' 10' 4' 10' 9' IF 2' 12' 9' 14' 0' 14' 0' 14' 0' 14. 0' 113 4' 10' 8' T e' 11' 10. 2' 10' 7' 12. 21 12' 8• 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' ID' 8. 7' 8. 11' 10. 21 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' P D F L B1 5' 4' e' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14. 0' 14' 0' 14' 0' 14 ' 0' 02 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' e' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7. 10' 1 8' 4' 10' 3' 1 10' 8' 1 12' 2' 12' 8' 14' 0' 14 0' 14. 0' 14' 0' Standard 4' 10' 6' 11' 1 7' 4• 9' 3' 1 9' 10' B12' 2' 12' ' 014' ' 14. 0' 14' 0' 14. 0' Connect diagonal at I I I I I^ ni Int of Vertical web, 'Vl l VIt Ref'er to chart above r m ga e v weVARNMaw BEAD AND rOLLav ALL NOTES M TNIIS D"VIM • O. fWMTMT t rUMSH THIS DOAVDfr TO ALL m11RACTOK IIInNDINIG THE INSIALURS. • T" the req tre ewtMM tare ti A&WQ frog, hen's Safety In o Mte11Ng and eracYrg RefM t0 am • pato) the latest Mar of KSI sefunc ions.CappI s Softy all PMtbn, by IN ry SKA) for safety • a e, prier to .'s". ' q /Mu functions. Ihetaller, snail provxN urporary aracwp per KSI. ( Wesf rot d etherwke, tap snare atoll have Property attached str.ctval w.thirng arVN eat ten cher : ATE 0ShenaveaproperlyattacherrolecealnpLocationsahoanforporMMntIet•ral restraint of Nit iLshouMygr.eep 'em talked pr "a ssetl M Bi, 07 x B14 a appaca no Appy pia tet to each face _V • eIUI\\ VVi II of true anal Position as sMwn above OM on w Jdnt Detest, uNeu rater otMr.lae. V14e•per to.....vs INA -4 for ,tanked pate positions. A4**. a division o ITV BAdit component, Gr" Inc. snail not be respiable for any deviation fra % AN RW C.OMMNY w dradno, any f.1_ to aad ane It- ti cmfarwce with ANSI/TPI 1, or for nandUng, thlpirp, •• Watallatbn L bracatg of trusses.rscAwanonthisrwpaweigorcovertpawNst•lp this di-owbp edcaltra acceptance of proresslonal ON A 13743 Rivarpon Drive erlwrwrww retplore Oty solely for w design showk, The PAt&Wty arle ace of Yes rrtaanp A Sloe 400 for any stracoff• Is w rwsporab•/ty of w Vap D•sbner per ANSI/TPI 1 Sart. aftw",0 Maryland H"hts, MO 83043 for Mre Informatlen see this pb'c ger-rat rotes pep and these aeb slue 'TJ rAT' ALPtl6r www atpinNtw.coru TPh www tpknct.Org; SBC& ewa.sD[wWttry.ergl ICC- wwwccaarecrp M Bracing Group Species and Grades - Group A: Srace-Pine-fir Hen-rir NI / 02 Standard 02 Stud 03 Stud 03 Stondord Douglas rir-Larch Southern Pine 03 N3 Stun Stud Stontlord Stantlortl Group B: Hen -Fir NI t Btr NI Douglas rir-Larch Southern Pine NI NI N2 02 1x4 Braces shall be SRB (Stress-Roted Board). ror 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B IL_!!L1_uL'1-n`y be used with these grades. Goble Truss Detail Notes: Wind Load deflection criterion is L/24D. Provide uplift connections for loo plf over continuous bearing (5 psF TC Dead Load. Goble end supports load fron 4' o' outlookers with 2' D' overhang, or 12' plywood overhang. Attach 'L' braces nth loot (01281x3.0' nin) nous. K for (1> 'L' bracer space noels at 2' o.c. in 18' end zones and 4' o.c. between zones. K)Kror (2) 'L' braces, space nalls at 3' o.c. In 18' end zones and 6' O.C. between zones. L' bracing must be o raninun of 80X of web nenber length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' o' 2x4 Greater than 4'0', but 3X4 less then 11' 6' Greater than 11' 6' 4X4 Refer to common truss design for peak, splice, and heel plates Refer, to the Building Designer for conditions not addressed by this detas. TOT. LD. 60 PSF MAX. SPACING 24,0' 04/20/2017 REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 yr., About) able Truss Diagonal brace option: T vertical length ray be 1 doubled when diagonal IB' tlE brace 1s used Connect t J diagonal brace for 5250 It L, - at each end Max web Brace total length Is 14'. 1K)K 2x6 Dr -L 02 or better diagonal r Vertical length shown i brace) saple B, iK In table above.or 45' double cut Lasshown) at 1 upper end Connect diagonal at I I I I I^ ni Int of Vertical web, 'Vl l VIt Ref'er to chart above r m ga e v weVARNMaw BEAD AND rOLLav ALL NOTES M TNIIS D"VIM • O. fWMTMT t rUMSH THIS DOAVDfr TO ALL m11RACTOK IIInNDINIG THE INSIALURS. • T" the req tre ewtMM tare ti A&WQ frog, hen's Safety In o Mte11Ng and eracYrg RefM t0 am • pato) the latest Mar of KSI sefunc ions.CappI s Softy all PMtbn, by IN ry SKA) for safety • a e, prier to .'s". ' q /Mu functions. Ihetaller, snail provxN urporary aracwp per KSI. ( Wesf rot d etherwke, tap snare atoll have Property attached str.ctval w.thirng arVN eat ten cher : ATE 0ShenaveaproperlyattacherrolecealnpLocationsahoanforporMMntIet•ral restraint of Nit iLshouMygr.eep 'em talked pr "a ssetl M Bi, 07 x B14 a appaca no Appy pia tet to each face _V • eIUI\\ VVi II of true anal Position as sMwn above OM on w Jdnt Detest, uNeu rater otMr.lae. V14e•per to.....vs INA -4 for ,tanked pate positions. A4**. a division o ITV BAdit component, Gr" Inc. snail not be respiable for any deviation fra % AN RW C.OMMNY w dradno, any f.1_ to aad ane It- ti cmfarwce with ANSI/TPI 1, or for nandUng, thlpirp, •• Watallatbn L bracatg of trusses.rscAwanonthisrwpaweigorcovertpawNst•lp this di-owbp edcaltra acceptance of proresslonal ON A 13743 Rivarpon Drive erlwrwrww retplore Oty solely for w design showk, The PAt&Wty arle ace of Yes rrtaanp A Sloe 400 for any stracoff• Is w rwsporab•/ty of w Vap D•sbner per ANSI/TPI 1 Sart. aftw",0 Maryland H"hts, MO 83043 for Mre Informatlen see this pb'c ger-rat rotes pep and these aeb slue 'TJ rAT' ALPtl6r www atpinNtw.coru TPh www tpknct.Org; SBC& ewa.sD[wWttry.ergl ICC- wwwccaarecrp M Bracing Group Species and Grades - Group A: Srace-Pine-fir Hen-rir NI / 02 Standard 02 Stud 03 Stud 03 Stondord Douglas rir-Larch Southern Pine 03 N3 Stun Stud Stontlord Stantlortl Group B: Hen -Fir NI t Btr NI Douglas rir-Larch Southern Pine NI NI N2 02 1x4 Braces shall be SRB (Stress-Roted Board). ror 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B IL_!!L1_uL'1-n`y be used with these grades. Goble Truss Detail Notes: Wind Load deflection criterion is L/24D. Provide uplift connections for loo plf over continuous bearing (5 psF TC Dead Load. Goble end supports load fron 4' o' outlookers with 2' D' overhang, or 12' plywood overhang. Attach 'L' braces nth loot (01281x3.0' nin) nous. K for (1> 'L' bracer space noels at 2' o.c. in 18' end zones and 4' o.c. between zones. K)Kror (2) 'L' braces, space nalls at 3' o.c. In 18' end zones and 6' O.C. between zones. L' bracing must be o raninun of 80X of web nenber length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' o' 2x4 Greater than 4'0', but 3X4 less then 11' 6' Greater than 11' 6' 4X4 Refer to common truss design for peak, splice, and heel plates Refer, to the Building Designer for conditions not addressed by this detas. TOT. LD. 60 PSF MAX. SPACING 24,0' 04/20/2017 REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 T Relnfo Ment Go Tr Gable Detail For Let -in Verticals to ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lopped plates to span the web. P, 2X4 2X42X8 vrovide connections for uphet specitled on ane engineered truss design. Attach each '7' reinforcing member with End Driven Nails, 101 Common (0.148'x 3.',nln) Nails at 4' o.c. plus 4) malls in the top and bottom chords. Toenalled Nollsr 10d Common (0.14B'x3*,mim> Toenails at 4' oc. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENCIDID14, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END10)014, A20030PEDIO1014 S11515ENC10g815, S12015ENC100815, S14015ENCI00815, S16015ENC100815, S18015ENC100815, S20015ENC100815, S20015END100815, S200 S11530ENC100815, S12030ENC100815, S14030ENC100815, SW 1x81 . S18030ENC100815, S20030ENCI00815, S2OD30END10081 See appropriate Alpine goble detail for maximum unr 4 ••• 111 t T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toenail - Or - End -nail To convert from'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Relnf. 'T' Mbr. Size Increase 2x4 30 Example- 2x6 20 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 113 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 130x8'7'=11'2' WARMNf4re READ AND FOLLOW ALL NOTES IN THIS DRAWIND 10. 045wegpORTANT. rIRNISM TNI& DRAWING TO ALL CONTRACTORS INCLUDING THE WSTALLCRS. Trusses raphe •.trero care h febrlcethg, handlyp, ShopYq, hstallep antl brachg Refertoantlrac• the matt edltbn of LCSI teulm,g Comporrnt Safety Inforrovide o TPI antl rack far safety7R w practices prior to perfar p corse Installers . Inerly at ache poorltlr roll shoot" and per KSI. • IAV its 3 a otMoly a tap edChord i iMN Mr. orations attached structural sateralp antl bottom webs ATE 4• proal have o praprrly attaCMtl / tadtl [ eIlY1P Locations fhoan far perronmt lateral ors errant of' ebt • 1 O j (j of t Iss m poli FlitanlM Per Goer" taetbnt DO. L> or bol at applicable. dol pates to each face • i IILII IUI\\` VJI11 of truss ora octillion az sro.n above aro on tn Jdnt Detaus, urwrze noted otner•nse •a Refer to eoro•Inps 16DA-z for standard plate positions O • AN IOW COMPANY NPM, o Owls" or ITV 6uat•ng Conporrrnts Group !M, shall not be reaPonsnrr for any devlatlon fr., •• : OR1 eh••• this tlra.ing, any fall- to build the truss h canferronce .Ith ANSI/TPI 1. or far Mmking. shipping. e ee• •• V` AX, TOT. LD. 60 PSFInstallationLbncchgoftrusses. ••• v a A seal on this drh ep or corer page Rating this draehg, oidcwtes haCrptencr of professlonat II A 19729 RIveipod Drive •mdn••r•q responstlity tally for the eeslgn shown. The Suitability end use of this dreeerp y/ AL DUR. FAC. ANY Sidle 200 for any stt-"Po" K the responsibility of tor? &Ackp Designer per ANSI/TPI 1 Sect. Maryland Heights. MD 69043 far ware hferrotwn ar this Jab's genera metra page wm these .eb sleet- MAX. SPACING 24.0' ALPINC- ... rpyNlt..toro TPI, ....t"t.ore SDCM ....SbCW.A stryargr ICC, ....ICctsfeArp n_ 6 Mina I i- III 666J8 04/20/2017 REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 Commentary: Camber May be built into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantages: Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avoid ponding on flat or low slope roofs. Compensates for different deflection characteristics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avoids 'dips' in roof ridgelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage 'system. The Building Designer shall also specify any dead load, live load, and in-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration, The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. ALPONFE AN aw COMMNY J 19723 Rwarpon Dewe Sidle 200 Maryland Melohis. MO 89049 L = Span of Truss (inches) D = Depth of Truss at Deflection Point (inches) Recommended Truss Deflection Limits Truss Type L/D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Pitched Trusses Sloping Parallel Chord Trusses Floor Trusses Flat Roof Trusses Note: The act the des uVAAIIDOU— ROAD AND rMMM ALL KIMS Oh DWS DAAVUO uD QTAMDaa rMUSh1 DWS DAAVDG TD ALL mIIAKTM DIMUDIMG 7K DMALLUM 1—ses mcAA a estrene caro In fabricating, harldirlp, shippry, ahstallelg and aradnp Refer to and Palo, tha latest etihlon of KSI (\.slop Cora t Safety IMorrotlot, by TPI and SKA) for safety etres prior to pert— amW these fralctlar.. Installers shall Provltie tenparary bmcep per KSL LVAMt d Otheralse, top Chard SMll have property attached Stn tVY1 Shat" and lattM Cho 7.11 have a property attached rUd ceWO Locations shown, for permeant lateral restraint of aebl 7.11 rohavebcelg MstKmGoralledperSIsoctis . L7 h0, as applicable. Appplot.. ates to each face of truss oral position as Loan above and on the Joint DetaLs, bless noted otlrlrerse Refer to draaNgs 160A-2 for starrioro pate Pasltions. Atpine. a dMsbn of ITV Adit Carpor—ts Gray Inc. stall rot ee respormfte for any deviation fr Uis d oaap, any faLure to sAd the utas N confernance a th ARSV TPI 1, or for handYp. shloprlg. nstoUatlon L bracep of trusses A sell — this d'Y.b, — cover page MU, Lis Wq). Ir•caus; acceptance of professlotal wlytaarYg raNanlioOlty salay for the rdpn sh — lha sait.boty ata use of this AwaYp for aro strteore Is the respo mm" of the VArp Ot7gnx per AMSv7P1 1 Seel for pore anfornation see this Job's 9h 1 rotes page and these to chow Recommended Camber 1.00 x Deflection from Actual Dead Load 1.5 x Vertical Deflection from Actual Dead Load 0.25 x Deflection from Live Load> + Actual Dead Load 0.25 x Deflection from Live Load) + 1.5 x Design Dead Load Deflection) may be considerably less than e Iti ATE 0 UWAI 04/20/2017 REF DEFLEC/CAMB DATE 10/01/14 DRWG DEFLCAMB1014 04 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification 17-11"18 Permit # Project Location Address 4616 Eureka Lane Sanford, FL 32773 Form sp,WORD 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.floridabuildincl.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 # Desch tion include decimal 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) tpro Inc. on -Impact" Glazed 15213.27 Fiberglass e DuarF tilizing Snap Fra laz Outswing (X - oo= figuation) Sliding Sectional Amarr Dwg. IRC -6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll U Automatic Other 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window u June 2014 June 2014 Window w/ Nailing Fin Casement Double Hun Fixed Silver Line by Anderson Extruded PVC Picture Window w/Nailing Fin FL# 14918.2 Silver Line by Anderson Extruded PVC Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Silver Line by Anderson 2724 Structural Beam Mullion FL# 6067.4 Wind Breaker Dual Action Other Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. Hardie5offit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles FL# 10124-1115 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-112 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen June 2014 Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI -213 Off Ridge Vent FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Simpson Strongtie Meta 16 FL# 11473.9 Simpson Strongtie H10 FL# 10456.3 Simpson Strongtie H10-2 FL# 10456.3 Simpson Strongtie H2.5A FL# 10456.3 Truss Plates MiTek MT20 FL# 2197-R5 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-R4 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-R7 Insulation Forms Plastics Deck / Roof June 2014 Wall Prefab Sheds Other 8. New Exterior Envelo a Products Applicant's Signature Applicant's Name 71 Q—WN iU 1 Please Print) June 2014 211512017 Florida Building Code Online PLO RUA 0111PANNNIM OF 1 Business & Professional Regulation rA Eric BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FSC Staff SCIS Site Map Links Search bUaw) Product Approval USER: Public User Prndu-,, Menu > Pmm,r' ar noal,c,+tion. S+arch > Adpliratlan List > Application Detail FL # FL1S213-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE, odf Referenced Standard and Year (of Standard) Standard Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/W DMA/CSA 101/I. S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 https•J/www.11oridabLulding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlDnaBC1%3d%3d 1/5 2/1512017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 0 0 Page 1/ 2 0 0 FL # Model, Number or Name I Description 15213.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact' Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series I Inswing/Outswing (X - Configuration) Fiberglass Door Verified By: Lyndon F. Schmidt, P.E. 43409 i Limits of Use Installation Instructions Approved for use In HVHZ: No FLI5213 R2 11 Inst 15213.1.udf 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 FL15213 R2 AE Eval 15213. t.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. i utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - j Fiberglass Door Configurations) 15213.2 'b. Smooth/Wood Grain/White Wood 16'8 "Impact" Opaque Fiberglass Single Door with Sidelite j 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 j FL15213 R2 IT Inst 15213.2.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. i 15213.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites 1. rnvn 1 vrdm/rcusoc/r1dnoydny serves I I Fiberglass Door ut... 4'„y .now .,,o.—v ---v, , ,.....y ,. Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No j FL15213 R2 11 Inst 15213.3.odf 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 i Evaluation Reports Other: See INST 15213.3 for Design Pressure Ratings, any j FL15213 R2 AE Eval 15213.3.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. t 15213.4 d. Smooth/Wood Grain/White Wood 16'8 "Impact” Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series i utilizing "Lip Lite" Glazing - Inswing/Outswing (OX or XO - j Fiberglass Door Configurations) I Limits of Use Installation Instructions i Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.4.0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) i Limits of Use Installation Instructions i Approved for use In HVHZ: No FL15213 R2 II Inst 15213.5.ndf hapsJ/www.foridabuilding.org(pr/pr appol.aspx?param=wGEVXOwtDgv3yVVKJZ10RC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 26 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.5 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.5.odf additional use limitations, installation instructions and product: Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood • 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series i Inswing/Outswing (XX - Configuration) Fiberglass Door i Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.6.odf i 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 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.6.0df additional use limitations, installation instructions and product Created by Independent Third Party: Yes i particulars. j 15213.7 g. Smooth/Wood Grain/White Wood 16'8 "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 I 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 i Design Pressure: N/A Evaluation Reports i Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Sial 15213.7.odf i additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. i 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 I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.8.odf I 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 15213.8 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. 115213.9 i. Smooth/wood Grain/White Wood i 68 "Non -Impact" Glazed Fiberglass Single Door utilizing 1 Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) 1 Fiberglass Door Limits of Use i Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars. 15213.10 J. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series I utilizing 'Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Doori Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: YesIDesignPressure: N/A Evaluation Reports i 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 i particulars. i 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame' Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.11.01 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 FL15213 R2 AE Eval 15213. t l.odf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htipsJ/www.11oridabuilding.orgfprlpr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9ZlTp%2bKNJ20gENbYvWgYIOnaBQ%3d%3d 36 2115/2017 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.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Evaluation Reports 15213.13 ; m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with i 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 11 Inst 15213.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes I 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 1 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 I Approved for use in HVHZ: No FL15213 R2 II Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.14.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 115213.15 I o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing 'Lip Ute" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 II Inst 15213.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A ; Evaluation Reports Other: See INST 15213.15 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 115213.16 p. Smooth/Wood Grain/White Wood , 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites i Grain/Rustic/Mahogany Series N utilizing "Lip Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 Il Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.16.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Lip Grain/Rustic/Mahogany Series N Ute' Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.17 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.17.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.18 ; r. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door with , 1 Grain/Rustic/Mahogany Series N Sidelites utilizing "Lip Ute" Glazing - Inswing/Outswing (OXXO' i Fiberglass Door Configuration) Limits of Use Installation Instructions httpsJ/www.foridabuilding.orgtpr/pr appdll.aspx?param=wGEVXQwtDgv3yWKJZ10RC3FgPGdggzlTp%2bKNJ2OgENbwWgYlOnaBO%3d%3d 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FI 15213 R2 11 Inst 15213,18.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: INST 15213,18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.18.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 810 "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 FLI5213 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 i FL15213 R2 AE Eval 15213.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.20 t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame' Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5213 R2 11 Inst 15213.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: Yes Created by Independent Third Party: Yes 1 Design Pressure: N/A i Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.20.0f additional use limitations, installation instructions and product, Created by Independent Third Party: Yes i particulars. Go to Page 0 0 d Page 1/ 2 0 40 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The Slate of Florida is an AA/EEO employer. Coovrioht 2007.2013 State or 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 4SS.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 emahls 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 of you are a licensee under Chapter 455, F.S., please dick h . Product Approval Accepts: R_REE- M Credit Card Safe hltpsJ/www.0oridabOlding.orglpr/pr app dll.aspx?param=wGEVXOwtDgv3yWKJZIQRC3FgPGdg9zlTpa/o2bKNJ20gENbwWgYlOnaBQ%3d%3d 515 1plastpro 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 1. This product hos been evoluoted and Is in compfionce with the Sth Edition 2D 14) Fbddo Building Code (F$C) stn clurol requirements excluding the WQh Velocity Humicone Ione- (HVH%). 2. Product onchon shall be os fisted and spaced os shown on detols. Anchor embedment to bole moterrol shsoll be beyond wall dressing or stucco. 3. when used in coeds requiring wind borne debris protection this product Is required to be protected with on impoct resislont covering Ihol complies with Section 1609.1.2 of the FBC. 4. For 2x stud homing construction, anchoring of these units shoo be the some os thol shown for 2x buck masonry construction. S. Site conditions thot deviote from the details of this drawing require further engineering onolysis by o licensed engineer or registered orchitect. 37SD' MAX. OVERALL r FRAME WIDTH FE-11 0 O S LUIa O O C O i LL SMUG TAKE OF CONTENTS SHEET 0 DESCRIPTION NEGATIVE Typical design pressures, d neral notesdnessres, d neral notes 2 Door panel delok 3 Ho6zontot cross sections 4 Vertical cross sections 5 Buck and home o • 2X buck mosorry construction 6 Frame onchoring - I X buck masonry construction 7 Bill of motedots & components 37SD' MAX. OVERALL r FRAME WIDTH FE-11 0 O S LUIa O O C O i LL SMUG MAX. FRAME DIMENSION DESIGN rassun (Pso POSITIVE NEGATIVE INSWING 37.SW x 97—W 75.0 7S.0 OUTSWING 37.50'x96.50' 75.0 7S.0 N WNW a a Min- C_ a o u gz P ag a mtel a• a BY. JH IL Or. LFS anw w, FL -15213.37 xa 1 or 7 35.7S' MAX. DOOR PANEL WIDIII 2 I W 0: Duo c o L1 0 e992R MNEI INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 2 z d;d Ea zu 3 9560 61 A0. V cZO a z l INTERIOR EXTERIOR P 3.66' R V — R a OLOCH fill -1- -ILVL 45 w N Q k r N91 — Z 1 "IL 05/01/12 tj-"N VERTICAL CROSS SECTION WALL N.T.S. 1 2 OW In A 17 lVl cm. n: US oftmmc NO. f1-15213.37 1.1/,4N. 4 4 EMB. FM El INTERIOR 111,111, 111i1 ttSG\` V``` o R m i h 0N 0 g< 9 40 AQncS 9mq' g•g _ Li 2 pp 3 _$ •° Ern v Xs 3 4 u 3 3 EXTERIOR y = NG NJ 17 o v O HORIZONTAL CROSS SECTION E m Shown w/1Xsub•bua G 0 & 1.1/,MIN. 1-1/,MIN. 0 o = EMB.(TYP.) I I EMB.(TYP.) D 3m 0.1s q q 0.1s 8 D rCSINK L I _ PYP) Imo) II L s • D • 21 21 r z D 7 1 40 INTERIOR INTERIOR 11 JJJ W D Q A11- 12O = u wit. 05/01/12 1 L 10 EXTERIOR EXTERIOR M Swr N t S. 8 11 9 40 27 C On. er: ACHL01. m E 1 HORIIOMA! CROSS SECTION e HORIZONTAL CROSS SECTION LFS a 3 Outsvrirg show„ - innwg 3 outswbq mown • 6 swing O FL -15213.37 "- oho approved oho approved sNm 3 or L v 2 c s O • ' V V • N•: T • 0 V P t../ — • • • III /•-•.,......... • v\\\ ~ Y n e '''''' I1 * s `` g;6o i S A z $ 2 W u7 C ` VIN. '7v1 LLAC O L" zE OWS.: 40 t 7 7 lnzd o 21 0 EXTERIOR INTERIOR $ ' EXTERIOR INTERIOR & c 2 VERTICAL CROSS SECTION , u VERTICAL CROSS SECTION 4 Shown w/Ix sub buck y q Autswlrg shown - inswing S2 oho opproved o EXTERIOR INTERIOR EXTERIOR INTERIOR 40 o i 31 31 ® k E n on JK01 12 i St-9,N.T.S. ° IF one er: JK m oac er lf5 3 3 VERTICAL CROSS SECTION 4 VEIMCAL CROSS SECTION k.4 Outwigv contigwotion q Insw" conogwotion f1-15213.37 " 0 sKn Z or 7 ti MASONRY OPENING 2X BU( t t -- r T1 I LE tqo L uqq 2' a BUCK ANCHORING CONCRETE ANCHOR NOTES: EL I. Concrete anchor locations at the tartlets may be adjusted f0 maintain the min. edge distance to monarjoinh. 2 Concrete antra locations noted os'MAX. ON CENTER'musr be adjusted to maintain the mh edge distance to morfor jolhm oddtiond concrete anUsas may be required to ensure the 'MAX. ON CENTER' dimension aro not exceeded. 3. Concrete ondwr foW: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE EMBEDMENT TO MASONRY TOADJACENT EDGE ANCHOR llw s 1/1' 1.1/r Y 1' TAFCON 0 1.1/4' 1' 4' 1' ULiRACON WOOD SCREW INSTALLATION NOTES: G I. Maintain o minimum S/8• edge distance. 1' end distance. d l' o.c. spacing of wood screws to prevent the s *f ft of wood. d HINGE JAMB MASONRY OPENING FRAI 2X BU( FRAME ANCHORING Mmonty 2X buck coretntc60n I STRIKEJAMB M 28 27 LATCH t DEADBW DETAIL r'r N ~ F o rc 05/01/12 £ AU: N.I.S. M. cr: JK m IL Iry LFS i ws>to .0. e FL -15213.37 "- 0 acs 5 or 7 1. HINGE DETAIL LATCH A DEADSOLT DETAIL CONCRETE ANGIOR NOBS: 1. Comoro anchor bCc M1 Of the CMcen may Do coAW o to rr1allob IM mh. odpo dtlmee to mcrk rja+x Z. Conaute scalar wcolbro nano as tang. ON CEMER'mu f w oo*A*d to mohldn the min 0000 dbtame to nvacrjohh. adcubrlol Concrete arrJcon W bo roquirod to Mayo Int' X. ON CEMEIrdhwwldon wt not oaeooded. 1 Ccnaeto onehw tobte: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZEEMBEDMENT TO MASONRY 10 ADJACENT EDGE ANCHOR 111- a 111' tAPCON 1•1/r Y r CO 1/1' UItRACON 1.1/r 1' r ITYY • We 1.1/r J' I.1ir IAPCO d INWWIlARO" NOTES 1.M : SJredpe dbtMc.. I*ww distance. A ".C. sp'od Q of rood 106.5 to prevent IM VlHkp of rood HINGE JAMS MASONRY OPENING FRAM 1X BUC FRAME ANCHORING Mosortry IX buck ca/n6uctidn STRIKE JAMS u. N.T.$ W of. JK K. W. LFS tGtM No -- FL— 15213.37 o_ FL-15213.37 an _ 6 or 7 TEETH * i d o i dva€": mdIL d 3a S O • a i mm rd lk STRIKE JAMS u. N.T.$ W of. JK K. W. LFS tGtM No -- FL— 15213.37 o_ FL-15213.37 an _ 6 or 7 21 HEAD SIDE Pob Ib -0 PRIM III, 1 1nffimmso- ADJUSTABLE MSWWG THRESHOID r.-1-0W9ANG BUMP Tl RESHOLD BILL OF MATERIALS REM DESCRIPTION MATERIAL A 1X 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 ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 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 1/4"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 IIW CONCRETE SCREW STEEL L 1110 X 2.1/T PFH WOOD SCREW STEEL M A9 X 2.1/4" PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA GEBD650 AM 9 4" X 4" BUTT HINGE 10 119 X 1" PFH WOOD SCREW STEEL 11 119 X 3/4• PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY - SIGNATURE SERIES STEEL 18 KWIKSET DEADBOLT -SIGNATURE SERIES 980 STEEL 21 HEAD & SIDE JAMB POLY FIBER 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUTSWING BUMP THRESHOLD ALUM / WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. / WOOD 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN MIN. 0.075" THICK FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH d 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 21 HEAD SIDE Pob Ib -0 PRIM III, 11 nffimmso- ADJUSTABLE MSWWG THRESHOID r.-1-0W9ANG BUMP Tl RESHOLD IS t.§ v 9.19 uwe N.T.S. owe !r: JK aw. ti. LFS FL -13213.37 a L or 7 iZ=— C! Z kl:0 py p fill 11 0 4 tit R gg0x7m IV f z° IS t.§ v 9.19 uwe N.T.S. owe !r: JK aw. ti. LFS FL -13213.37 a L or 7 2/1512017 Florida Building Code Online Business &• Professional i SCIS Home Log In User Registration Not Topics Submit Surcharge Stats & Facts publications FBC Staff SCIS Site Map Lmks Search FWda 5 • I Product Approval USER: Public UserdI•yw r n ••X r r Prndurt Approval Moms > Pmdt. ,, nr Aprhration SeArr..i > Appli-mion List > 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Thomas L. Shelmerdine the Evaluation Report Florida License PE -0048579 j Quality Assurance Entity Intertek Testing Services NA, Inc. i Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE f Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2015.Ddf Referenced Standard and Year (of Standard) Standard Year I ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By i Sections from the Code ihttps:ltwww.floridabuilding.orgfpr/pr app dtl.aspx?Wam=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg°/*3d 1/5 2/1 5120 1 7 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Date Validated 11/09/2015 Date Pending FBC Approval 11/09/2015 Date Approved 12/15/2015 Summary of Products i 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 j 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. I Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. I Installation Instructions FL5302 R7 II IRC -6016-140-24 Drawing 7-10 FL.pdf j Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-L40-24 Report 7.10 FL.pdf Created by Independent Third Party: Yes 15302.2 Stratford (M600); Heritage (M950);' Dwg. IRC -6016-145-24, 10' Thru 16' wide. L Oak Summit (M650) 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6016-145-24 drawing 7-10 sealed.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant. No i Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. FL5302 R7 AE IRC -6016-145-24 report 7-10 sealed.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.3 !Stratford (M600); Heritage (M950); Dwg. IRC -6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6018-110-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 1 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. I FL5302 R7 AE IRC -6018-110-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: Yes 1 unless structure is designed as partially enclosed or door is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-15, 16'2 thru 18' wide I Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 Il IRC•6018-120-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R7 AE IRC -6018-1.20-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.5 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use i Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6009-110-11 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes ! Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No ! Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. FL5302 R7 AE IRC -6009-110-11 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a 1 replacement door. i https:/Avww.foridabuilding.orglpr/pr app dtl.aspx?puam=wGEVXOwtDqunl7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 25 2/15/2017 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 If IRC -6009-100.11 drawing 7-10 sealed.pdf 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 -6009-100-11 report 7-10 sealed.01 Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. i 5302.7 j Stratford (M600); Heritage (M950); i Dwg. IRC-6009-120-15,Thru 9' wide. j Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6009-120-15 Drawing 7.10 FL.Pdf Approved for use outside HVHZ: Yes { Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes I Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. I FL5302 R7 AE IRC -6009-120-15 Report 7.10 FL.udf 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. 1 5302.8I Stratford (M600); Heritage (M950); Dwg. IRC -6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use I Installation Instructions Approved for use in HVHZ: No I FL5302 R7 II IRC -6009-130-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes i Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R7 AE IRC -6009-130-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region j Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. i 5302.9 ( Stratford (M600); Heritage (M950); Dwg. IRC -6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL5302 R7 [I IRC -6009-140-15 Drawing 7-10 FL.Ddf 1 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 i Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. i FL5302 R7 AE IRC -6009-140-15 Report 7-10 FL.Ddf i Glazing option shall not be used in wind-borne debris region I Created by Independent Third Party: YesunlessstructureisdesignedaspartiallyenclosedordoorIsa replacement door. 5302.10 Stratford (M600); Heritage (M950); i Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL5302 R7 it IRC -6009-150.15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes I Verified By: TOM SHELMERDINE 0048579 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-150-15 Report 7-10 FL.pdf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 15302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. i Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No ; FL5302 R7 11 IRC -6009-169-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. FL5302 R7 AE IRC -6009-169-15 Report 7.10 FL, Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.12 Stratford (M600); Heritage (M950); Dwg. IRC -6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6016-100-15 Drawing 7.10 FL.Ddf https://www.floridaWIding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOIg/*3d 315 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016 -LOO -15 Report 740 FL.Ddf Created by Independent Third Party: Yes 5302.13 i Stratford (M600); Heritage (M950); 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 If IRC -6016-110-15 Drawing 7.10 FL.Ddf Verified By: TOM SHELMERDINE 0048S79 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-110-15 Report 7-10 FL.odf Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); I Dwg. IRC -6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 fI IRC -6016-120-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 1 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports i Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. F15302 R7 AE IRC -6016-120-15 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. 5302.15 Stratford (M600); Heritage (M950); Dwg. IRC -6016-130-15, 30' Thru 16' wide. ; Oak Summit (M650) I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door Is a ; replacement door. Installation Instructions 1`15302 R7 It IRC -6016-130-15 Drawing 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-130-15 Report 7-10 FL.odf Created by Independent Third Party: Yes 5302.16 , Stratford (M600); Heritage (M950); , Dwg. IRC -6016-140-17, 10' Thru 16' wide. Oak Summit (M650) j Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC -6016-1.30-17 Drawing 7 -LO FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-140-17 report 7.10 sealed.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Coovnaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request. do not send electronic marl 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 4!5.275(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 omads 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 4SS, F.S., please click here . Product Approval Accepts: SEM Credit Card Safe https'/Avww.Ooridabuilding.orgfprlpr app dU.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01ga/o3d 4/5 2/15/2017 Florida Building Code Online httpsJ/www.noridabuilding.org/pr/pr app dll.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d W5 ADADTARt RCLLtR CARRIER TIACED v. te) VA• . 11V• VI MUT PER IRA[.Yt K fA CAIW. RCSIYMIIAL TR RatLR BRACKET tb Y 206\ S7RN3 AT1A00 eA7TACEDV/V.' v/ tb V.' 3/.' L.• CI CAD "CUC/t WS WAD SCRIM" ATAT PER BRACct+ EACH CENTER STD.[ TYPICAL TW FIXTURES-/ 1 1 • I." VA-SatI W K000l1TK CENT KCA .17ACW•'D 2' toprOTUE A11AE)ED V/ v/ t•> II.' . ]/ %(b II•' . LY Kl WAS SCK VS K] WAD YKVS / ADAAIAAE AIR[UR.CQnI .A[CD Wnef V•' . Ve• Dat M0 NA/IS J,S CA X OIDaDI Ila aAOn .7 IMS LOCARVI 4) t/•' -]D SANK VLabaARMrs • S SECURESECUREm A.» "IN (s) 3) 3/I3/,r ow . 1-I/D LAC Dars i 1,) SM• PA.. I-S/D• At Ex M BRA aET° A" STILE SnIrEWas IS) LK.iED M HINGHINGE:IWLEtD a TBR YC110. PL, WILLS rR STRIPS AITACwcw tY STRL IS R[a1RD) O O O CAL STILE STIFFENER( r ) TABLE O 0. Ari ] 3TRN SPACING Y RID.. SIRIPt ori(V YODf+Nr1Ci[C MS.S ATIACWD W/ AIR ILOV EACH vh vv R L.' N aA O""uAFt KS WAD 3CKVf SMD MAGA A1fAOED A7 EMD A" Cb.IR IpiIIDI URACE[r I*Kx I Ib II.' . ]/.• Itt"I 1. rA T.TR ATTACwE I WAS, SCREWS M/O) 1/P L.' 20" SIMS 0 WS .RAD SCREWS AITACED v/ tD1•W MASK[ V•• . ]I.' KeRLR CARRIERS ATTAOIC • WADS ND S Arm 60 n&L WI 1e1 V.' 1/.• AOI END SIDE Was SREVS FR CAMaRr7 -DELI S,M CI MTLO. r r -CALL VCIL R MnDN SHORT ITEA RaLERS SHM Sign RattRi v/ 71IA• RETAINER TBR v/ 7IM' RETAINER TOO NOWTNICADED SW13 .0.-T ItARED SMrfs iTPICAL FEDURASAEND HINGE TY O MilPICAL NOTION R62LCT am Du . awJAMBAtEwoBRAME? i FD,o ] ORa K SInTR) 20 D. CCatt 1111.E j%%,CuW STEEL t/ID• DIA Dat KINQ vrItAER Iq Pu R041R ta+ " MA 2' CALM. STEE 1RAOK RTvtfs n.IR TIOo[SS.U11 TRACK MOUNTING DETAIL X11 MISE i or, SECTION A -A (SIDE VIEWS X.0 N,POI w AARAe 1AAL 11'X1 .Y IQ® 117 tTWaNPo a LYE/TAIL[ b a PACE a TBR AMD YAC"T SPACM. CONFIGURATION CONFIGATION FOR rr RID TO U' TALL DOOMS X.I.s. X101 WPnmAO ClaacDema O" R' R IIIEVED ME 1 C lime 111111 RDD I 0n RDD ILII A to awwAA11K At E RAaS 0106 tWl DuoaR nAyn IUI MAx SIZE tr NOWT 4P •C EIVQ 9,j , 2 111w1 INRISINK><; "• No 00,0570 •. F` C- Z 0LOADS 42'. t 21.9 PST •OT :U.L,u124.8 PSF g i : • 1•' p, ::s4'' TEST32.7- 37.2 PW c •,,II ro 1 9Fit\`\ d9 FL aR THE METHOD OF TESTING WAS IN SUBSTANTIAL A ui w:a'PiIR:D a +A+.iwo ,sRe .01NIUA =I- M "too Z R' C`RE'W'• CONFORMANCE VOTH THE PROCEDURE DESCRIBED IN ASTL iK .Ovz .1At AANa n KADO, RfUDeO rp PIRDaxwvmmTeerKow r Iu Dvmw COAT .mm.fAA At ere E330 AND ANSI/DASMA ROB. THE PRESSURES SHOWN ON mmon RAwRw ' NOAoe s. L mo A 'm' IR D MODEL 0050 OAK SUMMR w/DUnSAEeDRAVASIMWERECALCULATEDUSINGASCE7-10 VAIN THE F=OEWNG PARAMETERS (S FEET OF DOOR WDIN IN THEE A DRae w XMr.ra — a mom r.e.ntR/o q'O1'MLED ww PAWROW AS rn N'gIM b DASXA MODEL /000 STBATFORD v/DurUSate 20HE. ROOF Ai ANY SLOPE : DOa rasa SwIA a IS C. ea (Owl nlu rale MASKae.mr a•'r MODEL /DSO HERBAGE v/DuraSate WIND SPEED MPH 135 tot 1}1. t2B 122 a smenaunounD aDIsetAm LoSEorl, nE. fluDD 4 Oak Summit Panel's EXPOSURE LEVEL B C C D 0 pe.,ap o : Ta eew taosa c1. DIE am a ou aE 01/ONm DPaE ReO MEAN ROOF HEIGHT 30' 1S' 25' 15' 25 AOV 10 van ON M PA.e I M .1X INAL 0" -010 Ra °nO1 D B 0®®O AWE DO PJI31Yt 19MIRC' 1611IF3 iKnACKOSCREWS OPTIONAL LONG PANEL TDP GLAZED SECTION (STRUT AND STILE LAYOUTS) 10E Pm GLQPM 0— ArAIIAHAE OMLY 01 DOM 1SY 1NA01101 1f0 NEC 0004 (LII SEIIIM164WKFUSTUSHORT PANEL GK140 OR CLOSED YC1101b WOOD JAMB—ATTACHMEN-T—TO STRUCTURE — -- 2 Y [ V RTI[K TART ATT•[MEN7 Tn VMe fR.Nr S7RLTICS 5/IL' % 7 LAG SCRCWS S7AR71W 6' fRDH ENDS THEN 24• D4 U III E. .1) P Y [ Vf11 A! 1.1L •Tr•n11fN7 TO 2.DDD PSI [n9 TCMILT, KVIK BOLT 3/B• K A- STAkTING 6• rRon ENDS T1CN 24' OC. (2 1/1 ENBEDNENT) HILTI SLECVE ANCHOR 3/0' S 2-3/4' STARTING 6• rRON ENDS THEN 24. OL. tl 1/4' CNDEDNEWI) ITV/eAMSCT REDIEAD <TRU-RQ71 3/9' X A' S1AR1Iti 6' rm ENDS THEN 24' O.C. t2 1/2' EMKIN rt) Itom SINPSON 1/4• 1 3' IIIEN CREVS STARTING 6• rRDM ENDS, USE PAIRS Q rASIENM APART) AT 16' QC. U 1/2' EMDEaEHT) NILII 1/4• X 2-3/4' KWIC -COR 11• SCREVS STARTING 6' rR01 ENDS. USE PAIRS IF rASTEMERS (3• APART) AT 16. OC. (1 1/4' ENBCDIENT) a" 6 V[RTlru x•11 ATTA[IO2Nl to fJHRTrD [-90 RO[K (— PSI C'.' NILrI SLEEVE roA 3/B• X 2-3/A• sTAR I 6• Cja CLADS IIEN 2.- CRC. tl 1/4• CHKOEHT) (OI. USC rASicuEIIs rUR HOLLOW C -SO 10.0010 LAGS AND RUTS CAN RE COUNTERSINK TO PROVIDE A rLUSH MOUNTING SLAVACE. PREPARATION Or WOOD JANRS IY OTHERS FOOD COtRETC INOLLOV KOC GROUTED BL sTldcTwE srHAHnurc sTR1 cTIRE srRutlLRE 0 1/2' XW 2 2-3/.' MIM 1-1/2• MiN .' 1iP. JAMB 7/7 OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) ID-vC 39-1/O• t• - ID-s.s. to-s/e• SORT PANEL QAZING rASTCNCR CCTAIL 1JDG Iu(CL GLA211G rASTEMm DCIAIL NTS Ni.L GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN VIND-IDRNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DesOrrome WINDOW FRAME OPTIONAL Decro INSERTSrVATHUVPROTECTIONTWTHUVPROTECTION I N. 3/32. 719CK SSS CLASS voIImrA• n NNNUO—Fk"IFb/.0)1p i tT/ t w."Im LLm Pen some AIE MOLDED INSDE FRAME SEC71ON B_B I D V IDEA STRUT LOCATED ON INE IIP j / j / j / Alm 101101 IP GLAZEDSECIIDI ISCAD (SEr[vt . 17AD VM W4' 1 6/1' NT KAP At [ND AND CENTERCENTEREf ET DSS EPTIONAL SNORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) OPTIONAL LONG PANEL TDP GLAZED SECTION (STRUT AND STILE LAYOUTS) 10E Pm GLQPM 0— ArAIIAHAE OMLY 01 DOM 1SY 1NA01101 1f0 NEC 0004 (LII SEIIIM164WKFUST USHORT PANEL GK140 OR CLOSED YC1101b WOOD JAMB—ATTACHMEN-T—TO STRUCTURE — -- 2 Y [ V RTI[K TART ATT•[MEN7 Tn VMe fR.Nr S7RLTICS 5/IL' % 7 LAG SCRCWS S7AR71W 6' fRDH ENDS THEN 24• D4 U III E. .1) P Y [ Vf11 A! 1.1L •Tr•n11fN7 TO 2.DDD PSI [n9 TCMILT, KVIK BOLT 3/B• K A- STAkTING 6• rRon ENDS T1CN 24' OC. (2 1/1 ENBEDNENT) HILTI SLECVE ANCHOR 3/0' S 2-3/4' STARTING 6• rRON ENDS THEN 24. OL. tl 1/4' CNDEDNEWI) ITV/eAMSCT REDIEAD <TRU-RQ71 3/9' X A' S1AR1Iti 6' rm ENDS THEN 24' O.C. t2 1/2' EMKIN rt) Itom SINPSON 1/4• 1 3' IIIEN CREVS STARTING 6• rRDM ENDS, USE PAIRS Q rASIENM APART) AT 16' QC. U 1/2' EMDEaEHT) NILII 1/4• X 2-3/4' KWIC -COR 11• SCREVS STARTING 6' rR01 ENDS. USE PAIRS IF rASTEMERS (3• APART) AT 16. OC. (1 1/4' ENBCDIENT) a" 6 V[RTlru x•11 ATTA[IO2Nl to fJHRTrD [-90 RO[K (— PSI C'.' NILrI SLEEVE roA 3/B• X 2-3/A• sTAR I 6• Cja CLADS IIEN 2.- CRC. tl 1/4• CHKOEHT) (OI. USC rASicuEIIs rUR HOLLOW C -SO 10.0010 LAGS AND RUTS CAN RE COUNTERSINK TO PROVIDE A rLUSH MOUNTING SLAVACE. PREPARATION Or WOOD JANRS IY OTHERS FOOD COtRETC INOLLOV KOC GROUTED BL sTldcTwE srHAHnurc sTR1 cTIRE srRutlLRE 0 1/2' XW 2 2-3/.' MIM 1-1/2• MiN .' 1iP. JAMB 7/7 OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) ID-vC 39-1/O• t• - ID-s.s. to-s/e• SORT PANEL QAZING rASTCNCR CCTAIL 1JDG Iu(CL GLA211G rASTEMm DCIAIL NTS Ni.L GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN VIND-IDRNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DesOrrome WINDOW FRAME OPTIONAL Decro INSERTSrVATHUVPROTECTIONTWTHUVPROTECTION I N. 3/32. 719CK SSS CLASS voIImrA• n NNNUO—Fk"IFb/.0)1p i tT/ t w."Im LLm Pen some AIE MOLDED INSDE FRAME SEC71ON B_B AVAILABLE TRA(3( COF)GIRATIONS NTS MAX SIZE Ir WIDIN 14' HEIGHT No 421 a Pse 24B PSt EST LOADS4327PSi li'(7^• • 'w 37.2 PSF •i •.•: •••• F L hE:SlEi1 T NI ssrl, LLT C'm TART vDNT10••fALEM, K EM MODEL /ESO OAK SUMMIT ./DureSafe MODEL #000 STRAT ORD v/Dw&Safe MODEL /950 HERITAGE u/DnreSefe SLort, Inns, nus • Oak Summit Panel's BEWNA OJ aB "WED 01[1L Xm B MIT ME 14 a/N;w IRC -6016-110' 9010 S I I AVAILABLE TRA(3( COF)GIRATIONS NTS MAX SIZE Ir WIDIN 14' HEIGHT No 421 a Pse 24B PSt EST LOADS4327PSi li'(7^• • 'w 37.2 PSF •i •.•: •••• F L hE:SlEi1 T NI ssrl, LLT C'm TART vDNT10••fALEM, K EM MODEL /ESO OAK SUMMIT ./DureSafe MODEL #000 STRAT ORD v/Dw&Safe MODEL /950 HERITAGE u/DnreSefe SLort, Inns, nus • Oak Summit Panel's BEWNA OJ aB "WED 01[1L Xm B MIT ME 14 a/N;w IRC -6016-110' 9010 S TABLE 4 TABLE 5 a.orr q1 parr 1OOC1i51RlfSVQMIB#SED01)IEOOI.f.Elf»SECDOd07F10.R41Ctr 7cp H30HI A B C D E F G H I J K L M N T 111 ttro mt a, tr 66 S W tB W 25 Vr 38 W 43 U7 54 W 671? 7T LS 18 W 25 V7 39 t r 461? 63 Vr 73 117 Itoto f of7S' 5V715W22U733Ur40Vr51VI58t?(ID Ur or BP SVr 1e W 251? 30 Vr 43n 51 Ir 61 Vr 72 W IM 88' SVr 13W 251? 3D Or 48 Vr 90 Vr 671?73W 91W ET..782J7ISE! MlZI:: C3DIII7 LII7 y/,t r—Lfi1J lLl•3, BIF27^T OII'lBISJ B: -I:7 B e(7 F 18ID fIDFI rx s+m ma ata ma2115 373 20 UO 9 P S 1? 151W 22 U7 33 Vr 407? 51 Vr SB U7 60- 18 e7 IM96' 5t? 1BW25Vr30Ur43VI51Vr61Ul72W79V7F., wl r• , 320 a., 1OP S1? ISW251rI 8Ur 461? ®Vr QW 78 11185 K 109 1O8' S1?18W251?Vl481?®WWt?81W W115 r + ITT Vr 18 VC :S Vr 30 Yr 411? 54 111 61 Ur 72 W 79 t? @ W t06 W 121 WE 3 U te7WV2- V4'W WUI67W 7e B6Vr-103 1M 12)V7 re nn . , r a • , r a. , t V P 5 t? to W 251? 39 W 40 vz 63 Vr 67 17 81 W 85 Vr 1® V7 121 W 133 Vr 12U' S t? toOl t? 72 W 79 t? B7 tit 101W 115 t? 178 Vr 1 270 a o 13q 51? 18 W 25 VZ 39 Vl 40 V7 00W 07 W 7B Ur 85 V7 103 Vr 114 Ur 0 Vr 132 VC 14 VZ in Ito 306, 13C SW 10W 251? 38Ur 48Vr 03Ur Q1Q 811fr 6916 1@W ICDVr IMUC 1771? 13BW 1511? BTFaT-•'^ E.i':J Ill':7 f1m B B r+ 4 ao170 267 304 W.- 3rrt!P S>? to 18Vr251?39 Vr 6WWUl67U7 BfW 8B III 1@ W 109 Vr 123 W 1W 1? 1WW157 i? Blk.mQLT:78 81• BIITI 1119—=11111 F'111L•-'J ¢IE:7 Y . 0 V 0 BiFil E! I TABLE 2 TABLE 3 X101 E -'t• Fl•! 'i ¢:"I?l a. m4 E= LrLj• m7 m• DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE ,®Bl®E B BI• umam HEIGHT Bim 02 rl3 04 05 06 07 08 HEIGHT A IS C 0 E F O H S BiFiltr, ra 111 M7 U'0• 21-121-12V 21• 21• 21• 21• 21' 6'6• 10*21• 38' Sr 77 BilZl I;r1 [II=I 17 21' 21' 2t• 21' 21' tr le• 21• T 7P 21 38 Sr 76' u4 t3'P 2t• 2t' 2t' t8' 18 tr t8' 21' Tr 1P tr 3r 54• 7r er f:Yl r-- ter n [ `L'=•] C:3Fl af RT oCtvipoa1B96 aq IT 8>ID BI L371L7II8 8, r, re, at v a176• 21' 16' Ir tr 16' 1r 1r 21• 9 tP 21' 3P 5r 7S 8r mo 11Or aw MO4'tlt f 7 0' 21' 21' 21' 21' 21' tr 2Y B'r t0' 21" 4r 6r 81' 94• a s D W AMoptamAID amvloa r + IVr 21' 21' 21• 1r tr lir 21• 9 17 tr 3r 54' 72' Or tOPmin tt'P 21• t0" 1r tr 18' 18' 21' 9r IT 21• 39' ST 7Y 93' tOr iLil BL7:• r l L'i=J Ci4:JF!E LZ:J III'7:1 B B, B>, 4 r t 4rD1NL tq[) —MT -- Pr 21• 21• 21• 21• 2t' 21• 1P 10' 21" 4r 6r Or 9r10'r Sir BIIilOmm®, 0 t10 9Or IM[414q tnfost186 ) u11sm• t•S 7r 10 21' 21' 21• 18' tr 2Y 1Pr tP 2t• 4r 63' e4. 10S tir 4r If III asKADM 9r 21• tr tr 1r 1r 21" tt' ,P 2t' 39' Sr 75' 90' ttY t2r Bim 3I! [=L• ] D3 JMD 11AW PIM np/9 4 u. r1a lea r 1:p r.x as na 9 1 tr tr 1r 1 1 11'6 1P 21• 4T 8r et' 99' 11T 13(6 BTLiI f_ltl L1::] 111011111111 MAXw"x SIZE e'r 21• 21• 2Y tr 21' 1r 10- 21' 4r 6Y e4' tOs 12Y tar 8 ta' • L t,rtret tr a QO'tr 1r 21' 178• IT 21. 39 Sr 75 96111'12P Ur Bilil Bim EL! LiJ DIIII 81 u'rtocHT +.,*a it ' Tr 18' 18• tr 1r 18' 13' tP 21• 4r Sr et• 99' 11T 135• 14r Buil•- Lii7® 110o+,on T:•n 4 v Gi .'b C - / ril4 7 f TO' 21' 21' 21' 21' 1376 1P 21• 4r BY e4. 105'126141' t5Y w'urr• Y, Or 2t• tr tr 21' 14' 1P 21' 47 We4' 105' 126 14T 16P If•Cr •7140" r •ore ./-r uaolm r`a ML11 BT1iIJ t•.i• L:iL )y l_i'_'1lll':ku'121.11 g;.l L=3::J eESrpi TWOS r' •' Y' v; / '.O •'ttMs. o eret a• T! gi BEitOt oar 2t a IY f !l' BIIiI'JBiFa i.FiG" E.' I]`] rr:,1 DZI 1CII7X97LZ7 BII, 8181• DII 7 7t>Y'7L•l BL•7 mf:JS]fifmlZl''7 C1:lc • T'•:l'3i7 cm.•m m wo ta m TEST LOADS 8A •. y ,. 4=7 PSI •••• ll° cls:.• •=' D Bit7ti B>k.>t 1f.17Z1E III':9 G,::m t 37.2 PSE8 ••: j::'J •r.;•1Ggk.c a9Ut: r•w f Bit ffi`•cF,t I>r']1.7 t •] BI FY1 E' 7 k` L'14 it L9 B isL•l a • B BIl 7Otilc=rlH'7• 7flTt! Y• S • f2i1L'" 7 Jy!%'•%' 2- ,M, rr BIFYJ't7t Qt''ro"}'•I:Y'11aFfi9C:L''] etrm:sOLII=7 a:fF.F W CMAL,Q CMr VOw7w.•tNA 11 tlt10 u•a rw ax at211BIF3lE7[sr=m:Tn[II:J®Ti]Q S] BTl31 ed7 Cll9I1 r•] l:L•] f Fi] DIIJ MODEL /650 OAK SUMI w/DuroSJf llll'r1i r ratutl.nl:LJ GII.L:]t£L'`] MODEL /600 STRATFOSD w/DuroS.fe MODEL 950 XBTUI w/Dur4S4fea•+ urrn r+. f r to t+f T.f Short. =. llufE t Oak Summit Panel'sBgIDt*- M210- m f tz'S?! I lLi•781-+7 L' l' i f itlD GY'1 Lill f0 f. Salmon w Gq ot/8yb Ota tLlw B some allM[ aroyl RC -6016-120-15 f fhb rm••wrwrwyw Bel ! O ! Si LL=i:] BIIn Lm®Lti'7'7.:®. 2/15/2017 Florida Building Code Online r - U Business:Professional Regulation rlam a SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications FBC Staff SCIS Site hap Links Search db a 4 ra Product Approval Use R: Public User r, •e r Product noomvol Alenu > P-ndixt or 43olicaOnn Saarch > Poohcai on list > 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 Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Jon Berrian Jonberrian@slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows i Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/l.S.2/A440 2011 AAMA/WDMA/CSA 101/l.S.2/A440 2008 Equivalence of Product Standards ! Certified By Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 htips•/Mrww.tloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDgNA%2bxmzklhGuBV5nRNMfoPly6gPoEN%2be8TXyGDYCjAw%Wk3d 1/2 2/15/2017 Date Revised Summary of Products Florida Building Code Online 02/14/2017 FL # Model, Number or Name Description 19715.1 Serres 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Certification Agency Certificate FL19715 RO C CAC CCL lasting for 2900 Florida Ratings 5- 13-16.odf Quality Assurance Contract Expiration Date 12/16/2016 Installation Instructions FL19715 RO 11 SWD002 SS 2016-06-22.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.0f Created by Independent Third Party: Yes 3171 .`b:D Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone* 850-487.1824 The Slate of Florida is an AA/EEO employer, Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :. Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. U you have any questions, please contact 850.487.1395. -Pursuant to Section 4S5.275(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. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick her . Product Approve l Accepts: 111.1 u.vt Credit Card Safe https•!lwww.floridatxlilding.orgtpr/pr app dU.aspx?param=wGEVXQwIDgtvAa/o2bxmzklhGuBV5nRNMfoPly6gPoEN%g2be:8TXyGDYCjAw%3d%3d 212 INSTALLATION NOTES' 1. ONE 41) INSTALLATION ANCHOR IS REOUIREO AT EACII ANCIIOR LOCATION SHOWN. 2, THE NUMBER OF INSIALLA110N ANCHORS DEPICTED IS THE MINIMUM NUMBLR OF ANCHORS t0 BE USED FOR PRODUCI INS$ALIAIION OF IHE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WIT KIN A TOLERANCE OF 11/2 INCH THE Df PIC7ED IOCA110N E SPACING IN 111E ANCHOR LAYOUT OIIAILS fit.. WITHOUT CONSIDERATION OF 1 OLERANCESI. TOLERANCES ARE NO] CUMULATIVE FROM ONE INSTALLATION ANCHOR TO IHE NEXT. d• SNIMASREOUIREDAI EACH INSTALLATION ANCHOR WITII LOAD BEARING SH MIS), MAKIMUM ALLOWABLE SHIM STACK 10 BE 3/8 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM($) SHAH BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS OR II GAUGE ROOFING NAZIS OR IOd COMMON NAILS Of I I LENGTH TOACIIIEVE 1.1/21NCII MIMMUM EMBEOMEN INTOWOOD SUSSIRAIE INSTALLATION SHALL MAINTAIN MIN. 3/8- EDGE DISTANCE. 6. FIN INSTALLATION: FOR INSIALIAIION INTO METAL STUD USE 49 SEN -ZAPPING SCREWS. OF SUFFICIENT LENGTH 10 ACHIEVE A MINIMUM OF 3 THREAD PfN 1 I NIT YOND MEIALWALL INSTALLATION SHALL MAINTAIN MIN 3/8' EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE RIO WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/21MOI MINIMUM MI EDMENT INTO WOOD SUBSIRATf. B. THROLFGK FRAME INSTALLATION: FOR INSTALLATION TIAOUGII IX BUCK 70 CONCRITE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INC" DIAMETER 1TW IAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH MIN MUM EMBEDMENT. INS7AI LATION SHAT L MAINTAIN MIN. 13/4- EDGE DISIANCE. 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 410 SEIF•TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM THREADSOF3NIONBEYONDMETALWALL 10 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, TNCLUUING BUT NOT TIMI I EO 10 STUCCO. LOAM, BRICK VENEER, AND SIDING 11. IMSTALLA71ON ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MAI f RIAL OR HAVE A CORROSION RE56FANI COATING. SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 6ENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH THE STN EDITION 2010) FLORIDA BUILDING CODE (180. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA 101/I.S.Z/A44008/11 2. ADEQUACY OF IHE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WII HSIANDING AND TRANSFERRING APPUEO PRODUCT LOADS TO THE FOUNDATION IS ]ME RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF SUCS INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. If SITE CONDITIONS CAUSE INSTALLATION 10 DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT W NON•HVIIZ AREAS. IN HVH2 AREAS. ONE IIME PRODUCT APPROVAL 10 BE OBTAINED FROM MIAMI•DADE RE R OR AHI. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIREDON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL 7, IN ACCORDANCE WITH INE SIH EDITION FBC, WOODTS. INSTALLATION ANCHORS INTO MORTAR JOINEDGE DISTANCE 6 MEASURED COMPONEN IS SHALL HAVE BEEN PRESERVATIVE TREATEDFROMFREEEDGEOFBLOCKOREDGEOFMORTARJOIN] INTO FACE SHEIL OF OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN BLOCK. CHAP IER 23. 13. INSIALLA I ION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR B. GLASS MEET S THE REQUIREMENTS OF ASTM E 1300 MANUFAC I URE R'S INSTALLA110N INSI RUC I IONS, AND ANCHORS SHALL NO I BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. USED IN SUBSTRATES WITH SIM NGIIIS LESSI HAN IHE MINIMUM SIRENGIH VERTICAL A HORIZONTAL SECTIONS (T4ROU(,H FRAME) SPECIFIED BY IHE ANCHOR MANUFACTURER. HORIZONTAL SECTIONS. BUCK INSTALLATION. 6 GLAZING DETAIL 14. INSTALIAI ION ANCHOR CAPAC111E5 FOR PRODUCTS IIEREIN ARE SASUD ON SUBSTRATE MATERIALS WITH IHE FOLLOWING PROPERTIES: A. WOOD• MINIMUM SPECIFIC GRAVITY OF OSS B. CONCRETE•MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FIUCD CMU- UNIT SIRENGTII CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH OF ROOD PSI AND GROUT CONFORMS TO ASIM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D IIOLLOW BLOCK CMU • UNIT STRENGTH CONFORMS TO ASTM C•90 VA711 MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. I ELL • MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 47.8 MIL (00478' of 18 GAUGE). MIN. 1/2' EDGE DISTANCE. F. AI UMINUM • MINIMUM ALLOY 6063.15. MINIMUM WAIT THICKNESS OF In6'. MIN. 1/2'IDGE DISTANCE. MAX OVERALL SIZE WIDTH NEI6HT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I INSTALLATION A 601JERAL NOTES 2 ELEVATION 3 ANCHORLAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS (NAIL FIN) VERTICAL A HORIZONTAL SECTIONS (T4ROU(,H FRAME) 6 HORIZONTAL SECTIONS. BUCK INSTALLATION. 6 GLAZING DETAIL MAX OVERALL SIZE WIDTH NEI6HT COFFib. DESI6N PRESSURE MISSILE IMPACT RATING 36' 1' O/X 35 / -35 PSF NON IMPAR 38' 66' O/X 50 / -50 PSF NONIMPACT 38' 74' O/X 50/-50PSF NONIMPACT 38' 77' O/X 35 / -35 PSF NON IMPACT 44' 62' O/X 50 / -50 PSF NON IMPAR 48' 7Y O/X 35 / -35 PSF NON IMPACT 48' 84' O/X 20 / •20 PSF NON IMPAR 52' 72' O/X 25/-25 PSF NON WALT 36' 83.75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 48' w O/X (ORTEL) 20 / -20 PSF NON IMPAR 72' 42' O/X-O/X 35 / -35 PSF NON IMPACT 72' 84' O/X-O/X 35 / •35 PSF NON IMPACT 76' 62' O/X-O/X W / -50 PSF NON IMPACT 76' 72' O/X-O/X 50 / -50 PSF NON IMPACT 70' 77* O/X•O/X 25 / -25 PSF NON IMPAR 80' 74' O/X-0/X 35 / -35 PSF NON IMPAR 96' 74' O/X•O/X 30 / -30 PSF NON IMPACT 108' 62' O/X-O/X•O/X 50 / -50 PSF NON IMPAR 108• 72' ZX-O/X-O/X 50 / •50 PSF NON IMPACT 108' 84' O/X•O/X•O/X 25/-25 PSF NON IMPAR SilverLine MAndersen g741 use.F•weu orSnvE BMLYE HpML. uwemwlclcc .0 PeTOT M, pu).Jf no OW6 tt: Digitally signed by Hermes F Norero, P.E. S W DOO2 Reason: l am approving this document FL#: FL19715 Date: 2016.02.0309:40:44.05'00' SHEET: 1 OF 6 MAX. HEIS MAX. FRAM HEIGHT 91 MAX. FRAME _ Imo_ WIDTH +8• ELEVATION SINGLE HUNG WINDOW MAX. FRAME WIDTH 96• — B E s 5 cr • O- D . FRAME HT 7+- X. •x. A D s ELEVATION TWIN SINGLE HUNG WINDOW or I MAX. FRAM HEIGHT 91 QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 2901-+90I MATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS ARCH TOP CONFIGURATIONS FOR ALL 290I -+9D2 RATINGS, TWIN UNIT CONFIGURATIONS F 5 c MAX HEI MAX FRAME I^ WIDTH 48' ELEVATION SINGLE HUNG ORIEL WINDOW KD s ELEVATION TRIPLE SINGLE HUNG WINDOW Silver Line n/IJwI.Ywn oro L:LKL u4 pIK Hyrw rw.rlc*, w aswr m.lrur.»NW WIDTH 108' B E s F,,. pq 4x s o• a o• C x r 0 D W nFI m F d WI- FRAME X• X• X. NT O aD KD s ELEVATION TRIPLE SINGLE HUNG WINDOW Silver Line n/IJwI.Ywn oro L:LKL u4 pIK Hyrw rw.rlc*, w aswr m.lrur.»NW pq 4x x r W G Z W nFI I W W C7 a C m F d WI- O aD v ! Z O N Z V Lu o OR Z1 Y u20nu VG #: SWD002 IEET. 2 OF L 2' MAX. _ _ 11' MAX. FROM I I^ I I O.C. CORNERS L 2' MAX. I I— 'I A 1/2' . FROM CORNERS O C. ll' MAX. J O.C. Al1/2' M OC 1 J L 2' MAX. FROM CORNERS l r»tE u-..l-uatt. ,t or w.r 2' MAx. 1 sly+uwwr naDwz.•or FROM J At f,D.JAMS Na%IU CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW FROOMM —I I I 20' MAX. F CORNERS 0 C 6' MAX. FROM CORNER 20' MI Ax. Olc. L 6' MAX. FROM CORNERS r I ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ I 1_41/2 -MAX. O C. ANCHORLAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW S O C. I' MAX. C. 6' MAX. FROM CORNERS MAX. FROMI I' I I 6' MAX. CORNERS O C. 6' M/ O.0 1' MAX. 1 FROM J CORNERS 6' MAX FROM I I X. CORNERS 16 11 I I 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW IY MAX. O C. ANCHOR STRAP FROM P/N 50.2995.2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLine I-Auldluscll g741_ NOaIne. r..o... 4 aavn.ut OrtrF 03 Z MYWSIVIa, N:Op07 wa/nrl.r> yNuo w X^ 3 m Z w mG2 W N ( w p 1 1 W a a 0 m N Z O O Lu DC 0 ANCHOR STRAP Iv Z M* c 2 P/N 50.2995.2 c o c v SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT SWDOO2 THROUGH FRAME • TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 2' MAX. FROM CORNERS l r»tE u-..l-uatt. ,t or w.r 2' MAx. 1 sly+uwwr naDwz.•or FROM J At f,D.JAMS Na%IU CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE HUNG WINDOW FROOMM —I I I 20' MAX. F CORNERS 0 C 6' MAX. FROM CORNER 20' MI Ax. Olc. L 6' MAX. FROM CORNERS r I ANCHOR LAYOUT THROUGH FRAME -SINGLE HUNG WINDOW 16 1/ I 1_41/2 -MAX. O C. ANCHORLAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW S O C. I' MAX. C. 6' MAX. FROM CORNERS MAX. FROMI I' I I 6' MAX. CORNERS O C. 6' M/ O.0 1' MAX. 1 FROM J CORNERS 6' MAX FROM I I X. CORNERS 16 11 I I 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW IY MAX. O C. ANCHOR STRAP FROM P/N 50.2995.2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLine I-Auldluscll g741_ NOaIne. r..o... 4 aavn.ut OrtrF 03 Z MYWSIVIa, N:Op07 wa/nrl.r> yNuo w X^ 3 m Z w mG2 W N ( w p 1 1 W a a 0 m N Z O O Lu DC 0 ANCHOR STRAP Iv Z M* c 2 P/N 50.2995.2 c o c v SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT SWDOO2 THROUGH FRAME • TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 6' MAX. FROM CORNERS MAX. FROMI I' I I 6' MAX. CORNERS O C. 6' M/ O.0 1' MAX. 1 FROM J CORNERS 6' MAX FROM I I X. CORNERS 16 11 I I 6" MAX. O.C. ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW IY MAX. O C. ANCHOR STRAP FROM P/N 50.2995.2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME - TWIN SINGLE HUNG WINDOW SilverLine I-Auldluscll g741_ NOaIne. r..o... 4 aavn.ut OrtrF 03 Z MYWSIVIa, N:Op07 wa/nrl.r> yNuo w X^ 3 m Z w mG2 W N ( w p 1 1 W a a 0 m N Z O O Lu DC 0 ANCHOR STRAP Iv Z M* c 2 P/N 50.2995.2 c o c v SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT SWDOO2 THROUGH FRAME • TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 ANCHOR STRAP Iv Z M* c 2 P/N 50.2995.2 c o c v SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT SWDOO2 THROUGH FRAME • TRIPLE SINGLE HUNG WINDOW SHEET: 3 of 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS 98 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERSIMEPERTER SEALANT CIA. BY OTHERS UNIT HEIGHT EXTERIOR SEE GLAZING DETAIL, 514EET 6 1 1/2' MIN. EMBEDMENT 1 / INTERIOR 3/8' MIN. EDGE DIST 1/4' MAX. SHIM SPACE SilverLine IA/U1111-I.-A91 g7j_ a.• sn.Tru ouvE WOtX YINSMft, W pfOi IT11).M Wm MIN. 3/8' EDGE DISTANCE1/4' MAX. _ m O SHIM SPACE r Z a O H SO tti559pLL SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS W W y 0 m SEE GLAZING PENETRATION BEYOND '' t= DETAIL SHEET6 METAL STRUCTURE m p H <Bp A INTERIOR #8 GR. 5 SELF -TAPPING SCREW. n F INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION p NOTE 14 co EXTERIOR FINISH N BY OTHERS EXTERIOR PERIMETER SEALANT Q BY OTHERS O.A. vi UNIT WIDTH LU w p HORIZONTAL SECTION 4 IAMB - METAL STUD NAIL FIN It co 3 u%n OF 6 g VERTICAL SECTION 4 HEAD - ZX WOOD BUCK NAIL FIN SEE GLAZING DETAIL, SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT BY OTHERS 1/4' MAX EXTERIORFINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3/8" MIN. EDGE DIST. 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS a, CAULK BETWEEN CONCRETE/ MASONRY XBY CONCRETE/ MASONRY 6 2X11/2* 1 MIN. OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION 4 SILL - 2X WOOD BUCK NAIL FIN SilverLine IA/U1111-I.-A91 g7j_ a.• sn.Tru ouvE WOtX YINSMft, W pfOi IT11).M Wm MIN. 3/8' EDGE DISTANCE1/4' MAX. _ m O SHIM SPACE r Z a O H SO tti559pLL SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN 3 THREADS W W y 0 m SEE GLAZING PENETRATION BEYOND '' t= DETAIL SHEET6 METAL STRUCTURE m p H <Bp A INTERIOR #8 GR. 5 SELF -TAPPING SCREW. n F INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET I INSTALLATION p NOTE 14 co EXTERIOR FINISH N BY OTHERS EXTERIOR PERIMETER SEALANT Q BY OTHERS O.A. vi UNIT WIDTH LU w p HORIZONTAL SECTION 4 IAMB - METAL STUD NAIL FIN It co 3 u%n OF 6 U10 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 \ NEI6HT I SEE GLAZING DETAIL. SHEET 6 3/4' MIN EDGE DISTANCE y 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS I SASH SEE SHEET 6 FOR RI INTERIOR E VERTICAL SECTION 5 HEAD - 2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR 1 \ INTERIOR ANCHOR STRAP, AT TWIN A TRIPLE CONFI6.ONLY. SEE O.A 'PLAN VIEW -ANCHOR STRAP UNIT / \) R16HTFORINSTALL. REQ2995- 2)* DETAIL . HEIGHT 1/4' MAX. PERIMETER SEALANT SHIM SPACE 1 BY OTHERS EXTERIOR FINISH MIN BY OTHERS ° ;, EMBEDMENT PRECAST SILL r ° BY OTHERS ' 3/16' ITW TAPCON ' INSTALLATION ANCHOR ° 1 3/4' MIN • • EDGE DISTANCE SEE GLAZI 1 1/2' MIN. DETAIL SHEET EMBEDMENT I/4' MAX. _ SHIM SPACE NG 6 MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' EDGE DISTANCE INTERIOR 010GR. 5 SELF -TAPPING SCREW MAX, I INSTALLATION ANCHOR SHIM SPACEHIS METAL TVSE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 PERIMETER SEALANT EXTERIOR BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 JAMB - METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO tOVItFRAME, HOLES j'Eo TO ACCOMODATE 14 DIA. 1----4.0000 4.0000--1 VERTICAL SECTION 5 SILL - CONCRETE/MASONRY THROUGH FRAME 00620• - 3(2) i6.0000 1 `_ 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) A110 SELF -DRILLING SCREWS, GR S. 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. SilverW6 lou ithYbL11 eer•.oeeu aE suaalrE Oe1YE wa+u uu+swta w oaoz rN vu1us IM Y^ G2 hog •` z 0 - . a o6 It WW, L w Wc W v„ O C w m tK < T p o F V) Z O Z H W 49 E;LuaDNm Iv Z of u2OpVI VG SW0002 IEET: 5 OF 6 EXTERIOR G VERTICAL SECTION 6 MEETING STILE INTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS. HORIZONTAL SECTION 6 INTERMEDIATE FRAME MULLION I•ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS. 48 X 72, (O/X), DESIGN PRESSURE •/• 35 PSF 36 X 84, (O/X), DESIGN PRESSURE •/- 35 PSF 38 X 74, (O/X). DESIGN PRESSURE V. 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), DESI6N PRESSURE 4-50 PSF 108 X 72, (O/X•O/X•O/X). DESIGN PRESSURE 4•50 PSF C- STEEL INTERMEDIATE FRAME'LAR6E' REINFORCING IS NOT REQUIRED FOR TFIE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X•O/X), DE5I6N PRESSURE •/. 35 PSF 0. STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIN65. 76 X 62, (O/X•O/X), DESIGN PRESSURE •/• 35 PSF 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 IS NOT EXCEEDED 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4• ITW TAPCON ANCHOR SilverLine NOTE: Innl I((LYJL•11 ALLGLAZING CONFIGURATIONS SHALL COMPLY 171WITHSAFETYGLAZINGREQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 DEPTH TO FULLY SUPPORT GLASS LOAD RESISTANCE. cce+..ecce• ott envtntac octvt caen evtenvncc w avoc nm us+) ue row 5/8' O.A. I.6.6LA55 I EMBEDMENT ode tr Oma^ EXTERIOR INTERIOR DISTANCE MIN. GLASS vu) g m W m .+ Z 1 BITE 1/2' T ttN3 Lu m p g 1/8' SETTING BLOCK Z w a o I GLAZING DETAIL 1 0 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 IS 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 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS 1 1/4' MIN. EMBEDMENT 11/2* MIN, EDGE DISTANCE 2' MIN. EDGE • ` . IDISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Lo to Q 'L N Tlu N Z x Y N 2 0 OW6 SWD002 SHEET: 6 OF 6 2/1W017 Florida Building Code Online awl pE/lI NpIC pdur pbNt 00/11 plvfllONS COJtACT baF11 SCIS Home Log In User Registration Not Topics Submit Surcharge Stats & Facts da Product Approval IS USER: Public User ProdW. Approval Menu > Nndutt 7r ADphr;,Unn St7rrh > A004rpUnn ust > Application Detail FL k FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 732)435-1000 CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE. odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA 101/I. S.2/A440 2011 AAMA/ W DMA/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:lwww.0aridabLulding.orgtprlpr_app dtl.aspx?param=wGEVXOwtOquZRj59p/o21Drx2300P1xr2KHVtY2g3r%2bl%21kKQkbgBOGAA%3d%3d 115 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL L4918 R3 Eauiv of Standards.Ddf Sections from the Code Product Approval Method Method 1 Option D, Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 © 0 Page 1/ 20 0 i FL # I Model, Number or Name Description 114918.1 i a. Model 4100 / 9100 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline 1 FL14918 R3 AE Eval 14918.1.Ddf Building Products, Corporation (See 14918.1 - 2010 FBC I Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.2 b. S 2900/4900 M 2941-2951/4941- I Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 ti Inst 14918.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.Ddf additional use limitations, installation instructions and product i Created by Independent Third Party: Yesparticulars. 14918.3 c. Series 2900 Model 2941-2951 i 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.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14916.3.Ddf 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 Fn 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 1d918.4.Ddf Building Products, Corporation (See 14918.4 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 It Inst 14918.5.Ddf https://www.PoridabtAlding.org(pr/pr app_dtl.aspx?param=wGEVXC)wtDgaRI59%2fDrx2300PLXr2KHVAY2g3f%2bl%2fkKOkbgBiy9GAA%3d%3d 2/5 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes I 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 1491.8.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.6 I f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 j with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No EL14918 R3 II Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No I Design Pressure: N/A I Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf j Building Products, Corporation (See 14918.6 - 2010 FOC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 j Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions 1 Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.7.odf i j 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 14918.7 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes 1 particulars. 14918.8 h. Series 2900/4900 Model 2941- i Extruded PVC Picture Window i 2951 / 4941-4951 I Limits of Use Installation Instructions Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.8.odf ijApprovedforuseoutsideHVHZ: Yes i Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any 1 FL14918 R3 AE Eval 14918.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 14918.9 'i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use ' Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.9.odf ; Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes j Created by Independent Third Party: Yes Design Pressure: N/A i 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 I particulars. 14918.10 1 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fn Limits of Use Installation Instructions I Approved for use in HVHZ: Yes FL14918 R3 It Inst 14918.10.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409IImpactResistant: No i Created by Independent Third Party: Yes iDesign Pressure: N/A ! Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918. tO.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 . Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14918 R3 lI Inst 14918.11.odf 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 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918. Ll.odf ; additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use ; Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 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 ! htlps:/Avww.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwtDquZRj59%2iDrx23UOPIxr2KHVtY2g3r%2b1%21kKOkbt iy9GAA%3d%3d 3/5 2/1512017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 14918.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 li Inst 14918.13.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fn Limits of Use 'Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes 1 Design Pressure: N/A 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 product i Created by Independent Third Party: Yes i particulars. 14918.15 ; o. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Flange Umits of use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14918.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No i Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf addibonal 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 i Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.16.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports i Other: See INST 14918.16 for Design Pressure Ratings, any FL14918 R3 AE Eval 149t8.16.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes i particulars. j 14918.17 q. Series 5800 Model 5810 "Weather! Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" I Limits of Use Installation Instructions I Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes iDesign Pressure: N/A I Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.Ddf additional use Imitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 j r. Series 3000/3900 . Model Extruded PVC Picture Window with Nailing Fin i '3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.18.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14913 R3 AE Eval 14918.18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.19 s. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Twin Picture Window 3052/3952 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https:/Avww.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%21kKOkbg8iy9GAA%3d%3d 4/5 W115120117 Florida Building Code Online 14918.20 I t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eyal 14918.20.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page e0' © o Page 1/ 2 O 4) Contact Ih :: 2601 Blair Stone Road, Tallahassee Ft. 32399 Phone. 850-487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 4SS, 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: ER E Credit Card Safe hilpsJ/www.noridabuilding.orgfprfpr app till.aspx?param=wGEVXOwtDquZRj5991o21Drx2300PLxr2KHVtY2g3r%2bl%21kKQkbg8iy9GAA%3d%3d 515 Silvefflne' C byAndersen WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON -IMPACT' GEI4ERAL NOTES I, This product hos been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the 91igh Velocity Hurricane Zone (HVHZ). 2. Product anchors shoo 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 bane debris protection this product is required to be protected with an Impact resistant covering that complies with Section W. of the FOC. 4. For 2x stud framing constsuclion. anchoring of these units stall 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. OVERALL TABLE OF COMMM sHEET/ OESCWMN I Typical elevall m design pressures tL general notes 2 Horizontal S va kd crass sections 3 Horizontal 6 vertical cross sections 4 Buck R from a anctrabV 5 Bill of materials, glaft detol 3 compoftnis OVERALL OVERALL FLANGE VRDfH GLASS DESIGN PRESSURE (PSF) FLANGE 72Z MAX. OVERALL D.L.O. TYPE POSITIVE NEGATIVE FRAME WIOTH DIMENSION DIMENSION 72.98' x 74.98' 72.0'x 74.0' 67.0"x 69.0' 50.0 -50.0 M x u O 0 0 P f n OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME D.L.O. TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 72.98' x 74.98' 72.0'x 74.0' 67.0"x 69.0' Gl 50.0 -50.0 o.c n• KV c.«. R. LFS FL -14918.8 xg —L a-` O 2 X. N'.` d *i 2- finn 4 a vJ '" 1/11*•\1\\` foo d pn zp u5l 1 a •: 9 ISS goon 14 ZiY$ C b !LL O z o 4 2 3 4 EXTERIOR INTERIOR a o = 2 3 e RI6 6 m 1.1/4MIN EMS.IYP. O 2 0 9 Gu 3 a v o G1 INTERIOR 2 O I g Q r V e a arc 11/09/11 °z 3 EXTERIOR wu [. N.T.S. u a KV • 1 HORIZONTAL CROSS SECTION 8 2 VERMAI CROSS SECTION we m LFS c FL -14918.8 0 avtn 5 q O 2 1.1 /P uw 3OHORIZONTAL CROSS SECTION Stwwnw/IXsub•buck EXTERIOR \_ I I 11 INTERIORTERIOR EXTG I I I INTERIOR z8n U , e . eVERTICAL CROSS SECTION Oplional masonry sill if i' ua. a .. a• qui 4( vi 8 — Z6 yam: g of n a 0 ... v u z a `$ o a VTERIORman` soar• N.1".S. i ao fm KV 4l VERTICAL CROSS SECTION G1 3 Oplionot "W" s9 ox wuro w : a EXTERIOR WTERIOR FL -149188 a J zITERIOR g ilw 2 VERTICAL CROSS SECTION 3 Shownw/IXsub-buck o 7q U 0Ii 0: n EXTERIOR \_ I I 11 INTERIORTERIOR EXTG I I I INTERIOR z8n U , e . eVERTICAL CROSS SECTION Oplional masonry sill 8 — g E a 09 1t soar• N.1".S. i ao fm KV 4l VERTICAL CROSS SECTION CW. In LF$ 3 Oplionot "W" s9 ox wuro w : a FL -149188 a n sWI L of _ O i ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE 22.S' MAX. f0 MASONS! i0 ao acENr A. EDGE O.C. (IYPJ-jjj'''--- I IS'MAX O.C.P 6' SO 4' I 1/4" 11-1/4r1" d" u. z ri'iQ 40 3 rrttft*tsst\ noz 11 TYP. TYP. d 2X BUCK 2X BUCK Y = i ` z v FRAME m n nI18OHRYoZ MASONRY MASONRY SILL n ( OPENING ` OPENING 19 MASONRY SILL I 110 d0I -O bo W W m US FRAME ANCHORING mSUCKANCHORING1XBUCKaK MASONRY V o 1 1 7 18 TYP. Z IX BUCK - tA CONCRETE ANCHOR NOTES: o: I. Concrete anchor locations at the comer may be adjusted to maintain the min. FRAME - o edge distance to mortor johis. MAX. ON CENTER" muss be to MASONRY uxx2. Concrete anchor locatrors noted os adpated 18 SILL S imaintainthetndn. edge distance to manor joints. additional concrete anchors MASONRY may be required to ensure the MAX. ON CENTER' dunens(on ore not exceeded. OPENING 19 MASONRY 3. Concrete anchor table: SILL M R Z ITW I -0O u o.ra: 1 109/1 t = 0 swc N.T.S. i ElCO oro h: KV e ULTRACON FRAME ANCHORING a Lrs i WOOD sCREWINSTALLATiONNOTES; 1XBUCK au ac o.. a Fl- 14918.8I. Maintain a n*thwrn SAr edge distance. I' end distance. b I' o.c. spacing of wood screws to prevent the splitting of wood. LACI a OF S p ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT f0 MASONS! i0 ao acENr EDGE ANCHOR 2" 4' TA CON 1/4" 11-1/4r1" d" U 00 $on 3/COVERAII / n 13 F1HK. GLASS * o n m z uao 14 S/37ANNEALED ry^ i E g m g W l' „ 4 Ora m 6 6 AIR SPACE d oZ Q 6 5/32 ANNEALED S- d 1?GLASS _ SITE z THE APPROVED WRITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. GI II G OET ILS z '^ g ra m U N O d o a Y } 1 2.95 t\ O O Z W I Q r' E Q f 0. 841 I JD—nG N S G ' Z V uuc: 11/09/ 11 0 G LING BEAD i oc or. KV • c. or. LPs ? O MAIN FRAME w-.4 w: a I PL— 11918.8 u scc+ 5 or 5 O BILsjLOFMATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME BY SILVERUNE U52-2151• VINYL 2 GLAZING BEAD BY SILVERUNE fr52-2211' VINYL 3 810X2-I/2'PPHSMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG >= 0.42 WOOD 8 MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 9 I/C MAX. SHIM SPACE I I I/I' X 2.3/x' PFH ELCO OR ITW CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK 17 I X BUCK 1V000 IB I/1'X3-1/4'HWHEICOORIIW CONCRETE SCREW STEEL 19 I/4' X 2-I/4' HWH ELCO OR RW CONCRETE SCREW STEEL 00 $on 3/COVERAII / n 13 F1HK. GLASS * o n m z uao 14 S/37ANNEALED ry^ i E g m g W l' „ 4 Ora m 6 6 AIR SPACE d oZ Q 6 5/32 ANNEALED S- d 1?GLASS _ SITE z THE APPROVED WRITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. GI II G OET ILS z '^ g ra m U N O d o a Y } 1 2.95 t\ O O Z W I Q r' E Q f 0. 841 I JD—nGN S G ' Z V uuc: 11/09/ 11 0 G LING BEAD i oc or. KV • c. or. LPs ? O MAIN FRAME w-.4 w: a I PL— 11918.8 u scc+ 5 or 5 O BILsjLOFMATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME BY SILVERUNE U52-2151• VINYL 2 GLAZING BEAD BY SILVERUNE fr52-2211' VINYL 3 810X2-I/2'PPHSMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG >= 0.42 WOOD 8 MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 9 I/C MAX. SHIM 2!15/2017 Florida Building Code Online ll Business & Professional +, raffia BCIS Home Log In User Registration Mot Topics Submit Surcharge Stats A Facts Publications FBC Staff SCIS Site Map Links Search b a 7 Product Approval 4 USER: Public User Product Approval Menu > Prndurt x npolirannn Searrh > A:ipI1r71,0n List > Application Detail FL # FL6067-R6 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 Silverllne Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Craig Calderone rickw@rwbldgconsultants.com Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association -QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6067 R6 COI Certificate of Independence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B https://www.floridabtAlding.orgfpr/pr app dll.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGri98MUAeEljQQEY%3d 1/4 2/15/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/16/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2016 Summary of Products FL # Model, Number or Name Description 6067.1 a. Series 1537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non -impact window products in Masonry or Wood Openings Limits of Use 'Installation Instructions Approved for use In HVHZ: No FL6067 R6 lI INST Product Offerina.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 FL6067 R6 AE EVAL Product Offerina.odf Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam i Thermally Broken Extruded Aluminum Clipped Mullion for use , I Mullion "Impact" with impact and non -impact window products In Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL6067 R6 11 INST 6067.2.odf Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: Yes Created by Independent Third Party: Yes I I Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE Eval 6067.2.odf i wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not i require an impact resistant covering. This product meets Created by Independent Third Party: Yes Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.2 for any additional use I limitations, design pressure ratings and installation I instructions. Other: When used in areas outside the "HVHZ" requiring httpsi/www.floridabUlding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQgEY%3d 2/4 6067.3 I c. Series 2723 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use i Approved for use in HVHZ: No Installation Instructions FL6067 R6 fl INST 6067.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.3.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined In ASTM E1996-02. See INST 6067.3 for any additional use Imitations, design pressure ratings and installation instructions. 16067.4 d. Series 2724 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings I Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6067.4.odf i Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes I Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.4.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and Mullion "Impact" non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring httpsi/www.floridabUlding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQgEY%3d 2/4 2/15/2017 Florida Building Code Online wind-borne debris protection this product complies with FL6067 R6 AE EVAL 6067.5.Ddf section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party: Yes require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. 6067.6 f. Series 2723 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 II INST 6067.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring FL6067 R6 Ac' EVAL 6067.6.Ddf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g. Series 2724 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings i Limits of Use Installation Instructions Approved for use in HVHZ: No FL6067 R6 11 INST 6067.7.odf Approved for use outside HVHZ: Yes i 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: When used In areas outside the "HVHZ" requiring FL6067 R6 AE EVAL 6067.7.DdF wind-borne debris protection this product complies with I Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not i require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in i ASTM E1996-02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. i 6067.8 h. Series 2728 Structural Beam Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion Transom Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use In HVHZ: No FL6067 R6 II INST 6067.8.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: When used in areas outside the "HVHZ" requiring i FL6067 R6 AE EVAL 6067.8.odf wind-borne debris protection this product complies with Created by Independent Third Party: Yes section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. 6067.9 1. Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion 'Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6067 R6 11 INST 6067.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in the "HVHZ" requiring wind-borne FL6067 R6 AE EVAL 6067.9.odf debris protection this product complies with section 1609.1.2 Created by Independent Third Party: Yes of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. T71 '-4_7t hltpsl/www.11oridabuilding.orgtpr/pr app dll.aspx?param=wGEVXOwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQgEY%3d 314 2/15/2017 Florida Building Code Online Contact Us :: 2601 Blair Stone Road, Tallahassee FL 37399 Phone* 850.487.1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessllellty 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 4S5, F.S. must provide theDepartment 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 mode available to the public To determine of you are a licensee under Chapter 455, F.S., please click neve . Product Approval ACCOptf: O El E Credit Card Safe https!/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgs4Yr43ec4OR5n5vmgGn98MUAeEljQ4EY%3d 4/4 Silvefflne6 byAndersen r4l WINDOWS a DOORS 2724 STRUCTURAL BEAM MULLION IMPACT' GENERAL NOTES: I . This product has been evaluated and is in compliance with the Slh Edition (2014( Roddo Su" Code (FBC) structural requirements excluding the 'High Velocity Hurricane Zone'. 2. When used in areas requiring wind bome debris protection, this product comples with Section 1609.12 of the FBC and does not require on impact resistant covering. This product meets missile level'W and Includes Wind Zone 4 as defined In ASTM E1996 and FBC Section 1609.1.2.2. 3. Wood bucb by others, must be anchored property to transfer loads to the structure and be reviewed by the Building Official. 4. Mullion anchor embedment to base material shag be beyond wag dressing or stucco. S. Separate product approvals for each glazing product used with these mullom must be submitted along with it* mullion product approval. 6. Anchoring of each glaring product to the muton shag be os shown in each individual glaring product approval. 7. Any conditions not covered In this evaluation are subject to separate engineering evaluation. Mullion design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shag be the lesser of the load capacity of the mullion as determined using this approval or the design pressure rating of the Individual gig products used. 10. Bounding box dimensions (or geometric tronsom shapes must be equal to or less than the rectangular transom dimensions shown herein. MAX. COM&NED dMENSION K I W WI --it- W2 TABLE OF CONTENTS SHEET/ COMMON I Typical ekvotions S general notes 2 2724 muSon lood table for comete screw anchors 3 2724 muton bad table kir wood screw anchors 4 2724 mullion section dimensions b 0 MAX. COM&NED dMENSION K I W WI --it- W2 MAX. COMBINED _ GLAZING GLAZING GLAZING PRODUCT PRODUCT PRODUCT MAX. COMBINED DIMENSION IS 104' WI --II--- W2 MAX. COMBINED _ GLAZING DIMEtWN 6 10-r GLAZING PROOUCI PRODUCT GLAZING PRODUCT GLAIING GLAZING GLAZING PRODUCT III PRODUCT rnrrl*I TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal muQors depicted herein can be combination mullions or separate structural mullions. Separate structural mullions are covered under separate approval. n Z O Y P 47g` Tcn oo o un•• d EP N 60aC r mo:a 14 n= a NJ er. W FL -6067.4 MAX. COMBINED _ DIMEtWN 6 10-r DIMENSION 6 101' W I --I I-- W2 — WI-1 GLAZING GLAZING H PRODUCT PRODUCT PRODUCT PRODUCT z 0 9 I L GLAZING GG TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal muQors depicted herein can be combination mullions or separate structural mullions. Separate structural mullions are covered under separate approval. n Z O Y P 47g` Tcn oo o un•• d EP N 60aC r mo:a 14 n= a NJ er. W FL -6067.4 MAX. COMBINED DIMENSION 6 101' WI-1 GLAZING GLAZING PRODUCT PRODUCT z GLAZING GG L PRODUCE PRIODUCT TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal muQors depicted herein can be combination mullions or separate structural mullions. Separate structural mullions are covered under separate approval. n Z O Y P 47g` Tcn oo o un•• d EP N 60aC r mo:a 14 n= a NJ er. W FL -6067.4 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2• FOR THE PARTICULAR OPENING, OETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE PIE SKETCHES ON THIS SHEET FOR MULUON SPAN AND TRIBUTARY WIDTH DETERMINATION 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE DIE MULLION SPAN IN THC FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULUON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. READ TIIE MULLION LOAD RACING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION. ANCHOR SIL VERLOVE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE GIAZING 2r 1 30' 3r 1 34- 36' 1 TRIBUTARY WIDTH 3r• 40' 4r W' 49' 4r Sr sr PRODUCT 74" 68.2 030 704 744 10.9 67.7 64.e 59.8 57.3 554 57.4 SIG OTHER FRAME SECTIONS OF FLORIDA APPROVED WINOUWS 7r 960 90.4 055 91.1 77.7 77 9 70.7 622 67.6 65.1 626 604 59 2 56.2 70" 100.0 98.7 97.4 69.7 94.5 00.7 77.2 74.1 711 65.4 65.9 636 61.4 5r' 100.0 100.0 100.0 972 92.6 66.4 64.6 61.1 T7.9 74.9 72.1 69.6 07.2 er' 100.0 100.0 100.0 100.0 100.0 97.1 92.9 89 o 65.s 62.2 79.2 76.4 77 7 64" 100.0 100.0 00.0 100.0 100.0 100.0 99.9 96.5 97.7 902 87.1 64.0 61.1 6r 100.0 100.0 100.0 IOU 100.0 100.0 100.0 100.0 97.1 939 91.0 eel 65.6 50- 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.8 94 7 91is 891 5r' 100.0 100.0 1000 100.0 1000 00.0 taco 100.0 taco 100.0 90.e 95.7 92.8 66" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Iwo two 100.0 99.9 90.9 2 6{' 100.0 100.0 100.0 100.0 100.0 IOOA 100.0 100.0 100.0 o0.0 107.0 l0o.o 1000 y 6r IOO.o Iwo Iwo Iwo 100 0 100 0 100.0 100 0 100 0 100 0 100.0 Iwo 100.0 60' 100.0 Tw-5 Iwo Iwo 100.0 100.0 100.0 100 0 100.0 100 0 100.0 Iwo 100.0 4e' 100.0 100.0 Iwo 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 two 100.0 yj 45' 100.0 100.0 100.0 100.0 100.0 100 o 100.0 100 o 100.0 Iwo 100 0 Iwo Iwo M' 100 0 100.0 Iwo 100.0 Iwo 1000 100 0 100.0 100 0 100.0 100.0 Iwo 1000 4r 1000 1000 1000 100.0 two 100.0 100.0 100.0 1000 100.0 100.0 loco logo 40" 100 0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 Iwo IWO 100.0 Iwo two 3r 100.0 100.0 100.0 100.0 100 o Iwo 00.0 1 0 100.0 Iwo 100.0 100.0 Iwo 36' 100.0 00.0 100.0 1000 00.0 1000 100.0 100.0 100.0 100.0 100.0 100.0 1000 3P 100.0 100.0 100.0 100.0 100 o 100 0 100.0 00 o 100.0 100.0 100.0 100 0 100.0 3r 100.0 160.0 Iwo 100.0 Iwo 100.0 100.0 100.0 Iwo Iwo 100.0 100 0 Iwo 30" 100 0 100.0 100 0 100.0 100.0 100.0 100.0 100 0 1000 100.0 100 0 IOD 0 Iwo 28" 100.0 100.0 Iwo 100.0 100.0 100.0 00.0 100.0 100 0 100 0 100.0 100.0 100.0 26" 100.0 100 0 100 0 100.0 100.0 100 0 100.0 100.0 Iwo 100 0 100 0 100.0 100 0 24' 100 0 1000 00 0 00 0 100.0 00.0 00.0 100.0 100 o 00.0 100.0 100 0 Iwo INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REOUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2• FOR THE PARTICULAR OPENING, OETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE PIE SKETCHES ON THIS SHEET FOR MULUON SPAN AND TRIBUTARY WIDTH DETERMINATION 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE DIE MULLION SPAN IN THC FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULUON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. READ TIIE MULLION LOAD RACING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP 1 ABOVE. WI -1- 12 - GLAZING GLAZING PRODUCT PRODUCT O xX5 J TRIBUTARY WIDTH WI W2 2 I -WI I FOR ANCHORING GLAZING PRODUCTS TO THE MULLION. ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE GIAZING FOLLOWING: GLAZING Z, 1. SUBSTITUTE (1 FOR 1) I/4'-14 SELF -DRILLING SCREWS FOR PRODUCT H FASTENERS SHOWN IN THE, INDIVIDUAL GLAZING PRODUCT u PRODUCT APPROVAL. 2. o J ], OcTHE SUBSTITUTE /8-18 PANHEAD SELF-RIWNG SCREWS SHOWN e0 IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL, THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT SECTION THRU MULLION AND FRAME 15' O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: WM A MINIMUM OF 3 THREADS OF THE SELF -DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINOUWS SCREWS MUST PROTRUDE TIIROUGI1 TIIC WALL OF 111E MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. WI -1- 12 - GLAZING GLAZING PRODUCT PRODUCT O xX5 J TRIBUTARY WIDTH WI W2 2 I -WI I GIAZING GLAZING Z, PRODUCT PRODUCT H CIAZING u PRODUCT o J ], 1 NA IV CZ IscuL N.T.S In: FL -6067.1 n 2 6r 4 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD), 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIUIII AND MULLION SPAN, RCFERENCE IIIE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF IIIE TABLE. LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY MOTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIOfH, RCAO IIIC MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP I ABOVE. ti+ I oD ODo SECTION THRU MULLION AND E HIS SECHON VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SILVERLINE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4'-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE /8-18 PANHEAO SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH ENO AT 15' O.C. MAX SPACING. WM A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. WI -1I- W2 -1 GLAZING GLAZING PRODUCT PRODUCT LA OJJJ6 J i D TRIBUTARY WIDTH = W1 + W2 2 I-- WI ^II I S/LVERLINE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE PSF GLAZING 26' 3r 3r 74' 26' 1 TMUTARY 1W67TN 3r 40" 4r 4r 46' A' 60' or PRODUCT 7r 66.2 67.0 76.4 74.4 70.9 67.7 64.41 62.2 59.6 7.5 55.4 7.4 S16 7r 950 90.4 65.5 81.1 77.7 77.9 70.7 67.9 651 62.6 604 582 502 7T 100 0 907 934 657 414.5 00.7 77.2 74.1 71 1 684 459 67.6 61.4 i6' 100 0 100.0 100.0 972 92.6 60.4 64.6 61.1 77.9 74.9 72.1 69.6 67.2 w 100.0 1000 Iwo 1000 1000 97.1 92.9 ego 655 622 792 764 737 6r 100.0 100.0 100.0 100.0 1000 100.0 100.0 96.0 94.1 906 417.1 64.0 1.1 6r 100.0 100.0 1000 1000 100.0 100.0 100.0 190.0 100.0 962 94.1 90.3 66.41 410' 100 0 1000 1000 100.0 1000 1000 100.0 1000 100.0 190 0 1000 96.4 92 7 66' 100.0 100.0 1000 1000 100 0 100.0 100.0 1000 190.0 1 W 0 100.0 100.0 992 66' 100.0 1000 100.0 100.0 1000 Iwo 100.0 100 0 100 0 100 0 1000 Iwo 1000 64' 100.0 1000 1000 1000 100.0 1000 1000 1000 1000 IOD 0 Iwo 100 0 100.0 Ner 100.0 100.0 1000 1000 1000 1000 100.0 1000 1000 1000 1000 1000 100.0 Z 60' 100.0 100.0 100.0 100.0 1000 1000 100.0 Iwo 100.0 1000 1000 1000 1000 441" 100.0 100 0 100 0 1000 1000 100.0 100.0 100.0 100.0 100.0 100.0 100 0 1000 46" 100.0 logo 100.0 100 0 100 0 100 0 100.0 100 0 11.0 1000 1000 Iwo 100.0 a M' 100.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100.0 1000 1000 1000 I00A 4r 100.0 1000 1000 1000 1000 1000 11.0 100.0 100.0 1000 1000 100.0 100.0 40' IWO 1000 100.0 100.0 1000 100.0 100.0 1000 1050 100.0 1000 1000 IW.O 2r 100.0 100.0 1000 1000 1000 100.0 100.0 1000 100.0 000 100.0 1000 100.0 36' 1000 110 1000 1000 1000 1000 11.0 1000 1000 1000 1000 100.0 1000 24' IW.O 1000 11.0 100.0 1000 1000 100.0 1000 1000 1000 110 1000 100.0 7r 100.0 100.0 1000 100.0 100.0 100.0 1000 1000 110 110 1000 1000 1000 39- 000 1000 IW.0 11.0 1W.O 100.0 11.0 110 100.0 110 1000 110 IOO.o 241• 100.0 100.0 1000 1000 1000 100.0 100.0 110 1000 11.0 110 1000 100.0 tr 100.0 1000 1000 100.0 1000 110 100.0 1000 IWO 110 100.0 110 1000 24' 100.0 Iwo 100.0 110 100.0 1 11.0 I 11.0 I 110 I 100 0 1 110 1 100.0 110 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD), 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIUIII AND MULLION SPAN, RCFERENCE IIIE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF IIIE TABLE. LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY MOTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIOfH, RCAO IIIC MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EOUAL TO OR GREATER THAN THE DESIGN LOAD REOUIREMENT DETERMINED IN STEP I ABOVE. ti+ I oD ODo SECTION THRU MULLION AND E HIS SECHON VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SILVERLINE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4'-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE /8-18 PANHEAO SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED IS 6' FROM EACH ENO AT 15' O.C. MAX SPACING. WM A MINIMUM OF 3 THREADS OF THE SELF -DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. WI -1I- W2 -1 GLAZING GLAZING PRODUCT PRODUCT LA OJJJ6 J i D TRIBUTARY WIDTH = W1 + W2 2 I-- WI ^II W2 I GLAZING GLAZING PRODUCT PRODUCT GLAZING 2 Y PRODUCT g J } Z , 1 a 0 n ear cZO c yl3a scxc N.T.S. one 6+: OWS 04C 9Y: LFS FL -6067.4 n 3 of 4 8) RIO KI•I/2•WOODSCREWS 2X FRAMING ANCHOR TO 2X STUD OR TO 2X BUCK S -( O.J7S 1 6 0 o O 1 a v 1 MULLION ANCHOR BRACKET 2722 6063-T6 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING r— 7-1 O 1 T-.I. _1 2124 MULLION 16063-T6 ALUM) 4) 3/16' 0 CONCRETE ANCHORS CONCRETE (SEE ANCHOR SCHEDULE) 4) 3/16' 0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE) ANCHOR TO MASONRY 7 a t CONCRETE 7.68' r-- 225 2.25 2.25 FT—— N ry cs LL L MULLION ANCHOR BRACKET 502722 6063.16 ALUM) FOR CONCRETE ANCHORING MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) ANCNW VASTUM EAUI[DMIW RIM&SIAM CENRR•10•CM0 PIN WN VACMaimi P IO PH4 WOoOSCREW Ix BUCK 3W WOOD IA? 1• 1•IiC 010-16SELFORLLING U U 1p W SfE Wmrmomm 1' R— D.0 gq F - o ANCHOR TO MASONRY THROUGH IX BUCK k: 7.68' r-- 225 2.25 2.25 FT—— N ry cs LL L MULLION ANCHOR BRACKET 502722 6063.16 ALUM) FOR CONCRETE ANCHORING MULLION BRACKET ANCHORING 2722 BRACKET SHOWN WOOD SCREW ANCHORING SHOWN) HORIZONTAL TRANSOM MULLION 2724.2724 OR 2728 UNDER SEPARATE APPROVAL) 8)010x3/4-- i, " 1 SELF-OlatUNG SMS I H I 11 II rax 3/4• U U\ SELF-DRIILING SMS VERTICAL MULLION ANCHOR MULUON TO MULLION MULL ON AMCWM AAAMANCNOR SCKEDW ANCNW VASTUM EAUI[DMIW RIM&SIAM CENRR•10•CM0 PIN WN VACMaimi P IO PH4 WOoOSCREW WOOD IA? 1• 1•IiC 010-16SELFORLLING AM O>E00Mo1 1p SNffl METAL SCREW SfE Wmrmomm 1' R— D.0 gq F - ok: j > 7 an cwacmN R. z I.11r 1.11 d o u o z 9m2 u$ n1 O: man HORIZONTAL TRANSOM MULLION 2724.2724 OR 2728 UNDER SEPARATE APPROVAL) 8)010x3/4-- i, " 1 SELF-OlatUNG SMS I H I 11 II rax 3/4• U U\ SELF-DRIILING SMS VERTICAL MULLION ANCHOR MULUON TO MULLION MULL ON AMCWM AAAMANCNOR SCKEDW ANCNW VASTUM EAUI[DMIW RIM&SIAM CENRR•10•CM0 PIN WN VACMaimi P IO PH4 WOoOSCREW WOOD IA? 1• 1•IiC 010-16SELFORLLING AM O>E00Mo1 SNffl METAL SCREW SfE Wmrmomm 1' 1.1/C R— D.0 cow%vOU beauG l 011ommmuff. LICOFFN Ig11OW OLOCK 1.1/4' 1•I/I 7 an cwacmN R. CONCRETE I.11r 1.11 7 nvw rnnww,l> v. • u..y STMCONFORMR/GIOASTMA6S7.16GA.OAFO'MH.MCKNM(W•71000PSLFu•41 PSR 9IEE1 MEFAL SCREWS [SAE GRADE S MN.I: ILLn KWIK41U a ELCO Oft4M CONCRETE COW09AIING TO Ao 701 &.000 P9 mN I OR HOLLOW RtOCR COHFORMWO To AAM CNo 9hI I I W O ey O i N O U2 2 1009 + Am N.1•.S. • 9 In: OWS o M: LFS 3 FL -6067.4 c n 4 or 4 2/15/2017 Florida Building Code Online u '' Business & Professional Regulation R==SMA SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts publications FOC Staff SCIS Site Map Links Search Fblida i^ t va Product Approval re USER: Public User Product Acoroval Menu > Predurt or 400bration Spam -t > Aoobranon List > Application Detail 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@jameshardle.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@lameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida Ucense PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL13192 R4 Eauiv ASTM C1186 Eauivalencv Sioned.odf httpsJAvww.floridabLilcing.orglpr/pr app PO,aspx?param=wGEVXQwtDosk%2bGnUu47ocixmaHRnHI104CXwhKRgKDf7RrxWwZsbgA%3d%3d 113 2/1512017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL * I Model, Number or Name I Description 13192.1 I Cemplank Lap Siding ( fiber -cement lap siding Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: N/A I Other: For use in HVHZ Install in accordance with NOA IS- lI 0122.04. I I I Installation Instructions FL13192 R4 11 ER RIO -2553-15 Plank metal wood.pdf FL13192 R4 11 ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathino.odf FL13192 R4 11 Install CemPlank Siding.odf FL13192 R4 II NOA 15-0122.04.pdf Verified By: Ronald 1. 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 -2557-1S Plank Shinale CMU.pdf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathina.pdf FL13192 R4 AE NOA 15-0122.04.pdf Created by Independent Third Party: Yes 113192.2 I HardiePlank Lap Siding I fiber -cement lap siding I Limits of Use i 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 - 10122.04. i Installation Instructions FL13192 R4 11 ER RIO -2553.15 Plank metal wood.odf FL13192 R4 11 ER RIO -2557-15 Plank Shingle CMU.pdf FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathing.odf FL13192 R4 11 Install HardiePlank Sidina.odf I FL13192 R4 lI NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.odf j FL13192 R4 AE ER RIO -2557-15 Plank Shinale CMU.odf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathina.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes i 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use i Installation Instructions Approved for use In HVHZ: No FL13192 R4 II ER RIO -2555.15 Shinale metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 II Install HardieShinale Sidina.odf Impact Resistant: N/A I Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A Created by Independent Third Party: No Other: j Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shinale metal wood.odf j Created by Independent Third Party: Yes 13192.4 HardieShingle Panel I fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 11 ER RIO -2555-15 Shinale metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 ER RIO -2557-15 Plank Shinale CMU.odf i Impact Resistant: N/A FL13192 R4 II Install HardieShingle Sidina.odf Design Pressure: N/A I Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shinale metal wood.odf FL13192 R4 AE ER RIO -2557-15 Plank Shinale CMU.pdf Created by Independent Third Party: Yes 13192.5 Prevail Lap Siding Ifiber-cement lap siding Limits of use Approved for use In HVHZ: Yes Installation Instructions FL13192 R4 lI ER RIO -2553.15 Plank metal wood.odf htipsl/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 2/3 2115/2017 Florida Building Code Online Approved for use outside HVMZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. i FL13192 R4 II ER RIO -2557.15 Plank Shinale CMU.odf i FL13192 R4 11 ER RIO -2577-15 Plank to WSP Sheathina.Ddf FL13192 R4 II Install Prevail Lac) Siding.Ddf FL13192 R4 II NOA 15-0122,04.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood odf FL13192 R4 AE ER RIO -2557-15 Plank Shingle CMU,Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15.0122.04.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request. do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275( 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 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: tr Credit Card Safe httpsJ/www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwWRgKDf7RrxWwZsbgAa/o3d%3d 313 Florida Product Approval HardiePlank° Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO -2553-15 or RIO -2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 HardiePlank- "-7-19. La Siding JamesHardie EFFECTIVE SEPTEMBER 2013 MR INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS - PRODUCTS Ysit r .vu mmesharrfie COM for the most recent 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 HZ10® PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE" APPUES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: O CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation. Installing siding wet or 1. Posdbn cut'ng statcn so Jiai wind will blow dist avny from user t Cut only us.rg score ard snap, or shears (manual, efec'rrc or pneumatic). saturated may result in shrinkage at bun ard others n vMArirg area. 2. Pos t:on cutarg smuon in wee -vend aced area joints. Carry planks on edge. Protect 2. Use ore of 1•e lot owr g rrethods• a Bast i. Score ard srap B. Caulking' (Caulking is not recommended edges and comers from breakage. James u. Shears (mam al, e'ecrc a prrr:natlG NEVER use a paver saw mdoas Hardie is not responsible for damage b. ea" o: i. Durst redulrrg arcular stir! agwpped reel a NP/ER use a orarlm saiv black that does not awry d•e ftda6fa a saw Made trademark caused by improper storage and handling Htrd,aDade saw Made ard HEPA vacuum extraction NEVER dry sweep - use wet stuppiession or HEPA VacLum of the product. c. Good: I. Dust rat" oruJai s vi vnN a H.•rdeStarle saw Mark do not caulk nail heads on Harrsezone' cry use'ar -ow to moderate arJng) ColorPlus products.) HardiePlank string inip6T i Note. For maldmL'm protac:on (o:r t respirable dust piah.cocn), Jaires Ha0a iecommends ahvays us;rg'Best"-Ie:el am rg methods vii ere feasMe C. "H" jointer cover r- NIOSH-aved resWas can be used n oarvu•uom vAN above culi m prices to lursustheireducedaxpmes. Addibo al exposure Wom:rn sra availablewo f: at .wAv.;ameftffa.corn to heap you deBmiee *-a most appiopnae ouar'g methal to your ,ob retau renierm H oor n still edits about a poavre fe:efs or you moderate comas al bun 1*13 do r'ot comply cath ate abxxe pracices, you should aAs3ys eo•s61t a gtuU6ed ndtstrrW hygrerm ar atrtatx James Hartle 'a'urJter rfonrat9xt GENERAL REQUIREMENTS: HardiePlank' lap siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick OSB sheathing See general fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at :crow. iamehardie tom A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double wall Single Wall Do not use HardiePlank lap siding in fascia or trim applications. construction Construction Do not install James Hardie products, such that they may remain in contact with standing water. vralemesfstrle tra der 24• D.C. rr3v let -in bracing HardiePlank lap siding may be installed on flat vertical wall applications only. o1"+o or For larger projects, including commercial and multi -family projects, where the span of the ose sheaving wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie Siding Products' al avww.JamesHardie.com. DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie' Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 Nail ine(11nail line is not are required by code (is referenced 2009 IRC Sb"t present place R703.3.2) a fastener A. Joint Flashing (James Hardie recommended) behrieen 3/4" 1 • from top B. Caulking' (Caulking is not recommended rWaal- Nat '18" from of plank) for ColorPlus for aesthetic reasons as the eoge of plaiik Caulking and ColorPlus will weather fp differently. For the salve reason, 11 sntivi do not caulk nail heads on Harrsezone' ColorPlus products.) HardiePlank string C. "H" jointer cover install narks in moderate comas al bun 1*13 b vsalevlf slsU/e barrier tastenef ilstall a 1 1/4' staftef stiff) to ensure a crosistein Dltnk roxje leave aoofoolWe gaD W'.10411 Marks and trim. Nen ca0k ' - Note: Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus. 'Refer to CaurNng section in these instructions. For additional information on HardieWrap• Weather Barrier. consult James Hardie at 1.866-4Hardie or :•Avtv.hirdiewrap.com WARNING: AVOID BREATHING SILICA DUST James Harare modmis conwn iestirrade cr/stalline sd=.:Mich is movm to me State of Catifaria to cause canner arra is considered try IARC and NOSH to Dad Cause of VOW frorf some ooaa uonJ srxrces. Breading acessive amamis of resaraMe sliCa dust Gain also CauSe a disaelitrJ arM pctenualfy, Intal lung (Ise,'t, a uJlen silicDs6• and no teen en'Aetf rnN ether Diseases. Sora@ studa5 suggest smokircJ may mcia.•ae mase cis:; Ow:rp nlstAlurat x tkawfhn , r t l vok In outdoor areas .rilh amde veriliatlon; t2) rise liber cerent shears for cut rig o. where net leasiok, rise a HwaieStade saw olada Tib mist-rerruang cicuWr Saw attached ID a HEPA vaanmt: rat :yarn alhef s in the irrvnedlaie area. tar :rear a DrDDeryursed. te05H•aporned dual mask a re5oifator .e.q. N•95) un accadafnte :vfN ap0M.004: governmern regulations atui ravtufactwer inSutichcns to twthei 4rml rtspfraDla sicca eaposrues Ottring Diean-DD. use HEPA vaawms or wet cfeanuo wethats • tie" dry sr,eeo For further information refer to ow nfsialbuen insuuaions and Material Sarery Data Shee( e. table at-.,xxl.p-:eshaiDia wTi a C% eeJlrg i-8CO.9HAPDIE ti-8C0.3•f2-7343) FAILLFIE TO ADHEPE TO OLR ,'aAANINCS nISCS. AIN INSTALLATION INSTFILC-ICNS MAY LEAD TO SEHIOLS PERSONAL IHJLRY JR CE1TH. - CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Roof to Wall Horizontal Flashing Kickout Flashing Z-Flashing II As required by 1ftC.code min 4'x4" Min. Vi" M Do not caulk Figure 7 Figure 8 Figure 9 Figure 10 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas r Figure 12 Drip Edge mom Figure 6 Slabs, Path, Steps to Siding Vi Figure 11 Mortar/Masonry Figure 13 Figure 14 Block Penetration Valley/Shingle Extension FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlankt lap siding products. Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nail (0.09" shank x 0.221" HD x 2" long) 11 ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing nibbed Wafer -head or equivalent (No. 8 x 1 114" long x 0.375" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F Panelfast' nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 114" into metal framing. OSB minimum 7/16" 11 ga. rooting nail (0.121" shank x 0.371" HD x 1.75" long) Ribbeo 101afer-head or equivalent (No. 8 x 15/8" long x 0.375" HD). e,M- i1fA, Figure 15 i r Nail Une i i,i1,' ° e0n0 Nod i I ` / riP.es,save t 114- min Barrierr Overlap FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle-heEd or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads into metal framing. Nails - Steel Framing ET & F pin or 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" overlap 24- 0 C maR 1 114- min overtax I ' i i_p0 race nod 1 i : vater•resisirve ba,mer Laminate sheet to be removed immediately atter installation of each course for ColorPlus' products. When Tate nailing to OSB, planks must be no greater than 9114" wide and fasteners must be 12" o.c. or less. Also see General Fastening Requirements: and -.0en considering altern*m fastening options refer to James Hardie's Technical Sullebn USTB 17 - Fastening Tips for HardiePlank' Lan Siding HS11119-P2/4 6113 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean. large bodies of water, or in very humid climates. klanufaclurers of ACO and CA preservative -treated wood recommend spacer y 10 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 arachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult. choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing) materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach9fill countersunk, HardieTrim Tabs to preservative -treated wood shall be of hot dipped add nail zinc -coated galvanized steel or stainless steel and in accordance to 2009 INC snug flush DO NOT DO NOT R317.3 or 2009 IBC 2301.9.5. Figure A Figure B under drive nails staple Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. 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 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 anth a hammer (For steel framing. remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. fhe tables allowing direct to OSB or plywood should only be used when traditional framing is not available. to Do not use aluminum fasteners, staples, or clipped head nails. PAINTING IDO NOT use stain, oil/alkyd base paint, or powder coating on James Fardie' Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended Do not paint when wet. For application rates refer to paint manufacturers specilrcations. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and curing James Hardie® ColorPlus© products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPlus` Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePlank lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk Color matched caulks are available from your ColorPlus' product dealer. Treat all other non -factor/ cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch -tip or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch -tip will not be covered under the James Hardie ColorPlus Limited Finish Nlarranl/. PAINTING JAMES HARDIE" SIDING AND TRIM PRODUCTS WITH COLORPLUS'' TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust. dirt. or mildew Repriming is normally not necessary 10001 acrylic topcoats are recornmended DO NOT use stain, of/alkyd base paint, or powder coating on James Hardie' Products. Apply finish coat in accordance with paint manufacturers w sten instructions regarding coverage, application methods. and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HSI 1119-P3/d 6113 N >9 COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK' LAP SIDING WIDTH so 5 Vit 6 114 7 114 7 0 8 8 114 91/4 9 lr2 12 I SO = t00 sq.n.) exposure) 4 5 6 6 114 6 314 7 8 8 114 10 314 t 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 67 64 59 57 50 5o 37 125 100 83 80 74 71 63 63 47 6 150 120 1O0 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 M 160 133 128 119 114 ICO 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 1'275 220 183 176 163 157 138 138 102 12 3C0 24o 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 W 3E0 280 233 224 207 200 175 175 3o 15 375 300 250 240 222 214 188 188 140 16 400 320 257 256 237 229 2C0 200 149 17 425 340 283 272 251 243 213 213 158 18 4vo 360 300 288 267 157 225 225 167 19 475 380 317 304 281 271 238 238 177 20 5CO 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide. Actual usage is subject to variables such as building design. James Hardie does not assume responsibility for over or under ordering of product. IRECOGNITION. In accordance -with IMES Evaluadon Repon ESR -2290. HardlePlan0lap sdurg is recognized as a suitable altemale tti thatspecified in: the 2006.2009.32012 International Resdential Code for One - and Two•Fan* Dvelkngs. and the 2006 2009, 3 2012 International Building Code.. Hard!ePlank lap siding is also recognized for aFplxapon in the folbvnng City of los Angeles Research Report 'to. 24862. Slate of Fonda using FLc889. Dade County, Flonda NOA No. 02-0729 02, U.S Dept. of HUD MaierfaB Release 1263c. Texas Department of Insurance Product Evaluation EC -23. Cirl of New York MEA 22193-1, and Calilomia DSA PA -019. These documents should also be consulted for additional information concerning the suitability of this product for specific applications. 02013 James Hardie Buildingi-foduCLS Aprights reserved. Additional Installation Information, TdA. SM. and 0 denote trademarks or registered trademarks of -' - JarresHardie Technology Limited.:, is a registeredbademark1Narranties,and Warnings are available at t/VV>J\ JameSHardieofJamesHard!e Techno"y Limitedwww.jameshardie cont Pareuast is a registered trademark eI ETdF Fastening Systems, Inc HS11119•P4!4 6113 2/15/2017 Florida Building Code Online eCIS [tome Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts Publications FBC Staff SCIS Site nap Links Search Florida i "' Product Approval USER: Public User Product Aoomv3I Manu > Pmdua fir Oonlication Search > AooUratinn List > Application Detail 4 1 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@jameshardle.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 Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Fl 13265 RZ Eauiv ASTM 01186 Equivalency Sioned.odf https:/Avww.floridabuilding.orgfpr/pr app dd.aspx?Wam=wGEVXOwtDgvRk6bsvZ66FOMz7xGPgknegYuS%2bAvrIW7KTav2gCcCpg°h3d%3d W 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 13265.1 i Hardie5offit Panels Hardie5offit Panels, Cemsoffit Panels; fiber -cement soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13265 R2 II ER RIO -2554-15 Soffit wood metal.odf Approved for use outside HVHZ: Yes FL13265 R2 11 Install Hardie5offit Panel.Ddf Impact Resistant: N/A FL13265 R2 Il NOA 15-0122.04.odf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: For use in HVHZ install in accordance with NOA 15- Created by Independent Third Party: No 10122.04. Evaluation Reports FL13265 R2 AE ER RIO -2554-15 Soffit wood metal.Ddf FL13265 R2 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone' 850.487.1824 The State of Florida is an WEED employer. Coovnaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not warn your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 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: P1 Credit Card Safe htipsl/www.11oridalwilding.orgfpr/pr app dll.aspx?param=wGEVXOwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 2/2 Florida Product Approval HardieSoffit° Panel For use inside HVHZ: o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15-0122.04. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardieSoffit Panel fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO -2554-15. Consult the HardieSoffit product installation instructions on the follow pages for all other installation requirements. D HardieShin lErI >9. Siding JamesHardie g g STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 0 INSTALLATION REOUIREMENTS - PRIMED & COLORPLUS° PRODUCTS Visit vAvwrameshardiecomfor the most recent version IMPORTANT. FAILURE TO INSTALLAND 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: L CUTTING INSTRUCTIONS clearance behaeen James OUTDOORS I Povibn aGirg s;aun so ttat wind vd Mvv rust o :v/lrom user and others ,n'''orki'g area. 2. use one of is toiovrr:g methods: a• Parc i Shears (martial. ekrx a pneu mato b. Behar: i Oust red c on tlar saw ealippeci-6th a Hardleelade' wt biade ant HEPA vaawn eimaaon c. Good: i. Dust red.erg cater swiYmh a H:rdelil" sa:v Made crd'/ tse fa'ew to modera[e curaigi INDOORS is. Cut only us!rg shears (manual, atecuic or pneumatic) 2. Posicon culling station in wen-vendrated area Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at bun joints. Carry planks on edge. Protect edges and comers from breakage. Jamesg9 Hardie is not responsible for damage caused by improper siorage and handling of the product. NEVER use a parer swi mcbors NEVER t sa a c mw snv dada that does not carr/ t:e Hardeelade ww Made trademark IIEVER dry sweep - Use wei sh.ppression or NEPA Vacuum Imperuint Pbia Fa mmmum protemon (aves[ respirable dust prah.cilon). James Halide reaurmerds ahvays rung "Bost -level durarg methods ::here feasbte. NOSH-.Wowd respiiamrs an he used n cayt rraitn : above curng pracrces ip fi,rJ eat reduce dust exposues. Afddkcral expost.re information s available at mwcdarr4talle can 10 help you da:eimine to mos appropriate during metMcd la ywcb regdremens. if concern sub exists about avpost Mr evets a you cb rot arnpty mh Me atime prances, tau 9" ah' a cahstdi a gWnifed it had Irigierisi or oauut James Harcme fa fnndbs information GENERAL REQUIREMENTS: HardieShingle, siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. or directly to minimum 7/16" thick sheathing See general fastening requirements. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The v,ater-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated housewraph. which complies with building code requirements. When installing James Hardie products all clearance details in figs. 1,2.3,4.5,6 &7 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products. such that they may remain in contact with standing water. HardieShingle siding may be installed on vertical wall applications only. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products. CLEARANCES Install siding and Irim products in compliance with local building code requirements for clearance between the bottom edge of the siding and the adjacent finished grade. Figure 1 siding concrete foundation 6mini starter course Maintain a minimum 1" - 2" Maintain a minimum 1" - 2" clearance behaeen James clearance between James Hardie Hardie', products and paths, products and decking material. steps and driveways. Figure 3 Mme110 Weather Barrier. deck ledger At the juncture of the root and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum t" - 2" clearance between the roofing and the bottom edge of the siding and trim. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST Junes Hardie' products contain restibaixe crrslaune silica. which is knarm to the State of Cahiomu to cause cancer art is considered oy IARC yin NIOSH to be a cause of cancer horn sone ocaWallenal sances. P.re<'ithbhg eacesshe amounts of respuable sdica dust can a6u cure a disabling ono poient0l fatal lung disease raged silicosis. and k ,.s been lirtlten hath other diseases Some shbies suggest smokiny may naease these r s s. Clung installMiai or handling: it i mk in eulooa areas -nth amble ventilation. (2) use fiter cement shears la cutting a. -where not feasible. use a Hardie8ladeT saw Wdde and d usi•rtirhtwiy dreular siw allmhed to a HEPA ,acuum: (31 ::arn others in the irmTeaate area: la) wear a pwily•fibed. NOSH morored dint mask or iespiwter (eq. N-951 lin accordance -cath wpricabte gwemmeni negulailors and m anutaQurei irsnixtipu to ttnher imn resoliable silica emstues. Duing dean-uD, use HEPA vaauras a wet cleariro nethorts • neve• dry swe-ep. For further nfamotion, rete to ctu installation instructions and Material Well,, Data Sheet avriaole at mvw.fimesharrdexlim a oy caUM I.300.9N IDIE di -800-9-12- 7343)- FAILURE TO ADHERE TO CUP WARNINGS, LIDS. AND 6115TAUAT01 RISiAUCTIONS MAY LEAD TO SERIOI,S POWNAL bU,RY OR DEATH. -i H511 121 _ P1r5 6113 Maintain a 1/4" clearance between the bottom of James Hardie' products and horizontal flashing. Do not caulk gap. Figure 5 IDoWrq not 1A, gao aulk shing Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 6 gutter and end cap fascia Figure 7 KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing slee 10Nv '' details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed cm e," in place. and then come back to install the kickout. I„=e•Ido Figure 7, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection. install a "kickout" as required by IRC code R905.2.8.3 : ` .. flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100° - 110" to maximize water deflection TRIM CONSIDERATION: Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" reveal. II additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). Figure 8A Figure 8B Figure 8C Figure 8D I GABLE INSTALLATION: BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 Yz' or larger such'as dryer vents should have a block of trim around point of penetration. Installation over sheathing Is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16'• to both the left and the right of the center line and snap a caulk line 3) Measure up 2' it you are off a roof line or Y,' if you are starting above a band board 4) Set the bottom of your 1 %" starter strip at that line 5) Place your 8 YV" Starter Course -bottom level with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical line left of center If you are using staggered edged shingles Trim down the first row to the shortest shingle length) 7) Drive nails approximately Y" above Key ways 5 per full panel Center Mail can be either one of the keyways. Stay by keyway to avoid shiners) (EX 1) Blue Dols show nail placement 8) Measure up 7' with straight and 6" with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third now will start at the line right of center 11) As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (Fx2) 12) Edges Gable butting into trim leave a 1/8" Gap (for house movement and Caulking) 13) Make sure to sure siding nails on the small pieces on the edges (Do not use a trim nail to install!) Figure 9 iwlcerklotgme. Figure 10 • r Sblter51ty Figure 11 g SND a coal, vino Mute we to meet snip 01A ane sm darn, w>C 16. hem , 6+'JIanCCi JI rp;l we 15: Len UOIIOrrt rover b No k'I and lyn lova rpn;e,ttal um of y ler arts! r 7h I Figure 12 Figure 13 Seconllmtliyraal Figure 14 rv;l -N*- quos on Unna Soak Irl; u'raU UW9 ft/. IY'dl Crii Ire pow, 14*,m r at7ire litl ren In aD0Y0 57ntll lor'4 flue wn oo jr.t at A'cOd •On N S.tw]IC Iwd FM'A shojis f.gltl rm, Ve I'I I I 8' .` 6brar cmrse n i;e ::tin :Met •Lip At k•11 wa and oro mem..fNe ndcmr, Ic'it in am -le am IPanels cin also Ce installed direct to stud up to 2VOC. Note: Snapped chilli lines help guide installation. when installing straight edge panels or Individual shingles use a straight edge on bottom edges if uniform straight edge is desired. HS11121 P215 8113 HARDIESHINGLE* STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening Steps 1- e HardieShingle`, Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle• Staggered Edge Panel Installation Install HardieShingle panels with joints butted in moderate contact. Due to 15 7/8" 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 I.1/4" 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 is needed. Butt the cut end into vim as shown (figs 15 & 17). When installing over a band board or o, 118' min. 16" or 24' Trim gap for o•c water -resistive I caulk I barrier II II DO NOT NAIL THROUGH 6" I I THIS AREA j I I sheathing I I I 11 any horizontal surface. leave 1/4 gap between bottom of siding and flashing. course Inm first panel 8 1/4' 1 %l 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course I 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 7/16' 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 318" from panel edges. cavity (16" or 24" OC), again abutting the cut end into the trim (figs 15 & 17). Steps 5 & 6 This is to prevent pattern repetition. Repeat step 3. 1/8• min. gap for caulk 5) Start the third course, by removing the equivalent of hvo full stud cavities (ligs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached third I g ; 1 course i ,_ Note: For aesthetic purposes you may trim — -- second I 6 I 1 1 course i the bottom of the panel to create a straight __ __ __ edge. If doing so, ensure all cuts ends are course properly sealed and painted (fig 14) -- -- Figure 16 IL 1/4" gap. Do not caulk. • ' .. • . , band board HARDIESHINGLE° STAGGERED EDGE PANEL COVERAGE Panels for sidewall applications are available in 48• lengths. Pieces needed for one square (100sq.ft.) of product coverage = approximately 50, based on a maximum 6' exposure from the top edge of HardieShingle panels in subsequent courses (refer to Figure 15). 7" EXPOSURE HARDIESHINGLE* STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE Steos 1 -4 Figure 16 Steos 5 a 6 Trim 1/8' min. 16 or 24- water -resistive 1/8' min. gap for o c I barrier gap for a4 1 15/4 panel L second trim first panel 8' 1 /' course to hit center of HardiePlank• starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7/16' thick APA rated sheathing, position nails on nail One spaced a maximum of 13 3/4' o c Allow 318' from panel edges HARDIESHINGLE* STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square 000sq.ff.) of product coverage = approximately 43. based on maximum 7" exposure HS11121 P315 6113 1 seatingh IIII 1I1I1II I 00 NOT 4ML THROUG7" This AREA + parts 15/4 panel L second trim first panel 8' 1 /' course to hit center of HardiePlank• starter furthest stud lap siding strip position nails on nail line and secure into framing. Only when application is to minimum 7/16' thick APA rated sheathing, position nails on nail One spaced a maximum of 13 3/4' o c Allow 318' from panel edges HARDIESHINGLE* STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 48" lengths. Pieces needed for one square 000sq.ff.) of product coverage = approximately 43. based on maximum 7" exposure HS11121 P315 6113 HARDIESHINGLE"INDIVIDUAL SHINGLE INSTALLATION HardieShingle' Individual Shingles must be installed with the widest part of the shingle placed downwards and directly to minimum 7/16" thick Figure 18 Trim 1/e' min sheathing. Fastener Requirements 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long corrosion resistant siding nails are used for fixing HardieShingle siding to 7/16" thick APA rated sheathing. HardieShingle" Individual Shingle Installation Due to overlapping of the joints. caulk is not required except where panels ------ about trim boards. Space shingles a maximum 1/4" apart and leave a I minimum lap of 1 i/2" between successive courses (fig. 19). 15-1/4" 1) Install 1 1/4` starter strip and a 8 1/4" elide HardiePlank° shingle siding starter course. _ _ 2) Install first shingle from the end abutting trim. Install widest part o1 shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue the course along the wall. 4) Start the second course. leaving a minimum lap of 1 1/2" between successive courses. again from the end abutting the trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 unfit desired height is reached. HARDIESHINGLE° INDIVIDUAL SHINGLE COVERAGE Individual Shingles for sidewall applications are available in assorted widths as listed below. Bundles needed for one square (100 sq. ft.) of product coverage: Shingle Number Pieces Width of Bundles per Bundle 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7-1/4" 6 15 10" 3 15 7-19, ME HARDIESHINGLE" INDIVIDUAL o- water -resistive barrier Figure 19 15-1/4' shingle f 7" max. exposure A--- AInstall with the vndesl part of the shingle olaced downwards postion nails on nail line a 8Y." 1 /^ minimum 3/8' from edge HardiePlank` starter lap siding strip HARDIESHINGLEOHALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShingles Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. Figure 20 HardieShingle Half -Round Panel Installation trim board Install HardieShingle , panels with joints butted in moderate contact. Due to overlapping of the joints, caulk is not required except where panels abutt 1/8ogap trim boards. (fig. 20). Ensure keyways do not line up on subsequent courses. caulk 1) Install a 1-1/4" starter strip, then install a 8.1/4" wide HardiePlank? lap siding starter course. 2) Place first panel so that panel end centers over siud. Trim panel as 151/4" needed. Butt the cut end into trim as shown (figs 20). When installing shingles over a band board or any horizontal surface, leave 1/4" gap between bottom of siding and flashing. 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course along the wall. d) Start the second course, by removing the equivalent of one lull stud cavity 16" or 24" OC), again abutting the cut end into the trim (fig 20). This is to prevent pattern repetition. Repeat step 3. 5) Slari the third course, by removing the equivalent of two full stud cavities figs 15 & 17) and repeal step 3. 6) Continue up the wall repeaiing steps 2 through 6 until desired height is reached. water -resistive 16" or 24-- barrier. DO NOT NAIL THROUGH THIS AREA space shingles max 1/4' apart eave a min. lap f 1-1/2" between nuts in succesive ourse sheathing r • correct alignment position nails into framing to farthest stud starst panel 1rter stripthrougnpreviouscourses. p Only when application is to minimum 7116' thick APA rated sheathing, position nods 8-114" HardiePlank• spaced a maximum 13 314' o.c lap siding HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow 318'from —net edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. it ) of product coverage=43 pieces with 7" exposure. HS11121 P4/5 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'J thick trim Figure: I ff 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 oft 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. It 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. Countersunk, till 8 add nailEsnugflush DO NOT DO NOT Figure A Fiqure 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 DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie-" Products. James Hardie' products must be painted within 180 days for primed product and 90 days for unprimed. In addition non ColorPlus' product versions of HardieShingle` Siding require a field applied prime 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 ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIEa SIDING AND TRIM PRODUCTS WITH COLORPLUS, TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry. and Iree of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd 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 Mth ICC -ES Enaketion Repos ESR -2290. HardieShingle lap siding is rKognized as a suitable aftonate to that specked in. the 2006.2009.82012 International Residoaial Code lot One- and Two -Family peelings, and the 2006.2009. E 2012 Intemaional 8uldmg Code.. HardieShingle lap siding is also recognized for apdicawn in the foyordng: City of Los Angeles Research Report No. 24862. State of Florida estirg Ra889. Dade County. Fbnda NOA No 02.0729 02. U.S. Dept. of HUD Materials Release 1263c. Teras Department of Insurance Product Evaluarion EC -23, City of New York M61 223.93-M, and California DSA PA -019. These documents should also be consulted for additional irdomaton concerning the swtablity of this product for specilic appicabors 2013 James Hardie Building Products, Inc All rights reserved. Please visit www.jameshardie.COm for Additional TK SAI, and ® denote trademarks or registered trademarks of Product Information and Availability, Ja mes Ha rd ie James Hardie Tecnnology Limited. 7 is a registered Installation Information, Warnings, and Warranties / trademark of James Hardie Technology Limited HSI 111212515 6/13 211542017 Florida Building Code Online Professional Regulation eels Home Loft In Ther Registration Hot Topics SUDmit Surcharge Stats S Facts dDprFbnda Y l rw Product Approval USER: Public User Prof!uct nooronl .%lenu > r.^n...- or aDMicannn > needcauor lis; > Application Detail FL tf FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived J/7 Darn Hot£ A&W 00FR ;-1— 0141310101, rCOWTACT011PR' Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence F1 12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code dti.aspx?param=wGEVXQwtDquk24AUC°%2fEHMrNrkL4bysALEZSXMjSX5GEO`/*2fl CXzYpyxA%3do/ 1/2 httpsJPovww.tloridabuilding.orglfx P aPD_ 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FOC Approval Date Approved Florida Building Code Online Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 Summary of Products FL A Model, Number or Name Description 12194.1 Alumunum Colls Aluminum Soffit omits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions FL12194 R3 ti ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Verified By: Zachary R. Priest PE -74021 Created by Independent Third Party: Yes Evaluation Reports FI 12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 i Soffits.pd Created by Independent Third Party: Yes Contact Us :: 260, Blair Mone Road Tallabassae FL 32)99 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 electronicmailtothisentity. Instead, contact the ofnce by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275( t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The cmails 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 addre whichF.S., can be dock e available to the Public. To detemm a If you are a Ikerisee order Chapter ple Product Approval Accepts: 0 iCn=n 3 Cfedil Card Safe htipsJ/www.floridabuilding.orgfpr/pr app till.aspx?param=wGEVXOwtDquk24AUC% 2(EHMrNrkL4bysALEZSXMjsX5GEO%211CXzYpyxA%3d%3d ?J2 J TRINITY;' ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate o/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 I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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: eta) .;,a, gip+*:?+% Or Robert J.M. Nieminen, P.E. Florida Registration No. S9166, Florida DC4ANE1983 The facsunk seal appearing was authwited by Robert Nleminen, P.E.9n06/73/701S. this does not serve as an electromcally signed document. Signed, sealed hardeopks have been transmitted to the Product Approval Administrator aro 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 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. r TRINITY ERD PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement- Aluminum Coils Aluminum Soffit, as produced by Aluminum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: imb Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 2847W 05/01/2008 CTL (TST1577) Wind Resistance CTLA 2076W 10/04/2011 PRI (TST5878) Net Free Ventilation Area ACIX-002-02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp. 06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels in 16 -inch sections. The reported net free ventilation areas are 22.3 inz/ft for the 16 -inch 'full vent' configuration, 11.1 inz/ft for the 16 -inch 'center vent' configuration, 12.5 inz/ft for the 12 -inch 'full vent' configuration or 4.2 inz/ft for the 12 -inch 'center vent' configuration. See Appendix 1 for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in anyway, 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 7-30 (Kr, = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AH1 may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 611320-3. Exterior Research and Design, I.I.C. Evaluation Report A33360.02.09 -R2 Certificate OfAuthorirotion #9503 FL12194-RZ Revision 2:06/23/201$ Page 2 of 3 TRINITY; ERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F -channel receiver to its full engagement depth, minimum 0.74 -inch. 7. BUILDING PERMIT REQUIREMENTS: 7.1 As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 7.2 Labeling shall be in accordance with the minimum requirements set forth in FBC 1710.9. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on production locations covered by F.A.C. Rule 61G20-3 CW requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC - QUA9110; (813) 621-5777 THE 26 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A13360.02.09 -R2 Certificate of Authortrotion 09503 FL12194-112 Revision 2: 06/23/2015 Page 3 of 3 VTRINITYIERD 0 rn 740" 238" F' CHANNEL (3/8') ALUMINUM 0.0165" nominal thickness Exterior Research and Oesign, U.C. d/b/a Trinity) ERO Certificate of Authorization #9503 Robert Nieminen, PE -59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0.125 TYP. 2.625 REF. 50 TYP. 0100000 00000 000000 00000 b 000000 00000 WITI MWAM(FLA I CPU r1 LOWERS DIRECTION AS RIGS) Evaluation Report A13360.02.09 -R2 forFL1219d•R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization $19503 Robert Nieminen, PE -59166 is encs a a i VTRINITY:'ERD If soup vwr, Evaluation Report A13360.02.09 -R2 for FL12194-R2 Aluminum Cods, Inc. Revision 2:06/23/2015 Appendix 1, Page 2 of 2 TRINITY ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 I & 2 12 F -Channel (nailed to wood or block) Fascia Cap +40.0 / -40.0 2-3 A-2 3 12 F -Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4.5 A-3 4 12 J -Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6.7 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 9-30 B-3 7 16 F -Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11.12 B-4 8 16 1 -Channel (stapled to wood) Fascia Cap +23.5 / -31.4 13.14 1. The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2. 'MDP' = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GCo _ 10.18), no load combinations (Ks = 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 (Kn = 10) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. S. Reference to 'OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO' indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 30% of the least horizontal plan -view dimension or 40% of the mean roof height- whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4-1 of ASCE 7.10. O 7. 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, I.I.C. d/b/a Trinity] ERD Evaluation Report A33360.02.09 -R2 for Ft.12194-112 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. I% -inch 3/8 -inch head One (1) min. long x0.072 -inch 1. 12 Wood diameter nail, 24" O.C. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 140.0 min. 1.25 -Inch crown staple 3/16 -inch head embedment diameter trim nail One (1) Min. One (1) min. IY.-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 Min. 3/3" hea: dia. nail with min. ly:" engagementi:or. :.•ood aubatratal or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or blocs: suhstrate), 3caced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A13360.02.09•R2 for FL32194-R2 Certificate of Authorization #9503 Revision 2:06/23/2025 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 2 of 14 X TRINI-fY' ERD Table A -la: System No. l & 2 - Exposure B Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 100 150 160 170 0<h<30 4 OK OK OK Ox OK OK OK 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK Ox OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO 5 OK Ox OK OK NO NO NO 50<h16p 4 OK OK OK OK OK NO NO 5 OK Ox OK NO NO NO NO Table A -ib: System No. i & 2 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 1S0 0<h<15 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 20<h<3o 4 OK OK OK OK NO 5 OK OK NO NO NO 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40<h<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK NO NO S OK OK NO NO NO Table A -lc: System No. l & 2 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0<h<15 4 OK OK OK OK 5 OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40<h<50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09 -R2 for Fu 2194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 3 of 24 ii-*-. c. nn p.channel (stapled to wood) & Fascia Cap 3/4* X 1/4' CROWN STAPLES USING A OUMOND PATTERN I 1_3/4' TRW NAIL] F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN Istrate A TRINITY I ERD Eave Side Wall Side Soffit Fascia Cap F -Channel Max. Max. MDP Fastener Spacing Fastener SpacingSystemSpan Substrate Max. Fastener Spacing Su No. inch) Y. -Inch crown 8" O.C. inch diameter x 48" O.C. 64.2 staple min. %•inch head OK Three (3) min. diameter trim nail OK 0 < h < 30 5 OK Y. x X -inch OK g 12 wood crown staples 24" o.c. We OK OK OK in a diamond OK OK OK 30<h<40 5 pattern OK 3/4* X 1/4' CROWN STAPLES USING A OUMOND PATTERN I 1_3/4' TRW NAIL] F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN Istrate A TRINITY I ERD Eave Side 00 Soffit Fascia Cap Basic wind Speed (mph) Max. Max. MDP Fastener Spacing Fastener Spacing psf) 130 One (1) min. IV. - ISO One (1) min. V. x inch long x 0.072• 48.0 Y. -Inch crown 8" O.C. inch diameter x 48" O.C. 64.2 staple min. %•inch head OK OK diameter trim nail OK OPEN RAFTER FACIA BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER SOFFff_.nax. 12 -inch span WOOSUBSTRATE SOFFITSTAPLE DIAMONDPATTERN p AI i 1-3/4' TRIM NAIL PAINTED S.S. FAM BOARD FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA D AI Table A -2a: System No. 3 - Exposure 8 00 Basic wind Speed (mph) O Eave Height (ft) Pressure Zone 110 120 130 140 ISO 160 170 K OK OK OK OK OK OK 4 OK 0 < h < 30 5 OK OK OK OK OK OK OK 4 OK OK OK OK OK OK OK 30<h<40 5 OK OK OK OK OK OK OK 4 OK OK OK OK OK OK OK 40<h<50 5 OK OK OK OK OK OK OK 4 OK OK OK OK OK OK OK 50,c h < 60 5 OK OK OK OK OK OK OK Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09-112 for FL12194-112 Revision 2:06/23/2025 Appendix 2, Page 4 of 14 00 K O KMNOO K O O NO Evaluation Report A13360.02.09-112 for FL12194-112 Revision 2:06/23/2025 Appendix 2, Page 4 of 14 TRINITY ERD Table A -2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 180 190 0 < h < 15 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 15 < h < 20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK I OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50<h<60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO NO NO Table A -2c: System No. 3 - Exposure D Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 1S0 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK Ox NO 5 OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Evaluation Report A13360.02.09-112 for FL32194-R2 Exterior Research and Design, LLC. d/b/a Trinity( ERD Revision 2:06/23/2015 Certificate of Authorization N9503 Appendix 2, Page 5 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITY ERD TABLE A-3: 12 -inch Span, J -Channel (stapled to wood and strewed to soffit) Fascia Cap Wall Side Eave Side 1 -Channel to Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 170 Substrate Soffit to J -Channel 200 Soffit Fascia Cap OK OK Max. OK OK OK OK Max.Max. OK OK 5 OK OK OK OK OK OK OK OK OK Max. 30<h<40 Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strafe Fastener Space Fastener Space I (psi) I OK OK OK OK OK One (1) 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 4 One (1) min. IY.- OK OK OK OK OK Three (3) OK min. #8 x NO 5 OK OK OK OK OK OK OK NO NO One (1) inch long x min. Y. x Y.- Y. -inch min. Y. x 0.072 -inch 48.0 4. 12 Wood inch crown 24" o.c. long x 16" o.c. Wood Y. -inch 8" o.c. diameter x min. 48" o.c. 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 VW KrVCLP `S FFIT STAPLE DIST I ' DIAMOND PATTERN I I DETAIL FACIA BOARDyr KTvMIsrrtt3 , FASCIA CAP n . — 3/4- X 1/4" CROWN CHANNEL J STAPLE "B- ON CENTER screwed to soffit 1-3/4- TRW NAIL with one 01 Ya x PAINTED S.S. 48- 1/2- x 3/e' head O.C. diameter screw. 16- o.c. FFIT—max. 12 -inch span WOOD OR BLOCK SUBSTRATE 1-3/4" TRIM NAIL I FACIA BOARD PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL Table A -3a: System No. 4 - Exposure B Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 170 180 190 200 0<h<30 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK OK NO 30<h<40 4 OK OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 40<h<50 4 OK OK OK OK I OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OK NO NO 50<h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.D9-R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 6 of 14 TRINITY ERD Table A -3b: System No. 4 - Exposure C Eave Height (ft) Pressure Zone Eave Height (it) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 180 190 0<h<I55 4 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO NO 15 < h < 20 4 OK OK OK OK OK OK OK OK OK 5 OK OK I OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30 < h < 40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50 < h < 60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO NO NO Table A -3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 ISO 160 170 0 < h < 15 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 15 < h < 20 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK NO 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50<h<60 4 OK OK OK OK OK NO NO 5 OK OK OK OK I NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD 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 7 of 14 s ` TRINITY . ERD TABLE B-1: 16 -inch Span, F -Channel (nailed to wood) & Fascia Cap Exposure B Pressure Zone 110 Wall Side Eave Side 4 OK OK F -Channel 0 < h < 305 Soffit Fascia Cap OK NO Max. 4 OK MDP OK 30 < h < 40 5 Max. NO Max. System Span Substrate Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing psf) No. inch) OK F3/8 50 < h < 60 5 OK NO One (1) min. 3Y. - One (1) min. inch long x 0.072- inch One (1) min. 3/8 inch diameter x 36' o.c 25.6 5, 16 Wood diameter nail, 24' o.c. Wood x 3/8 -inch crown 16" o.c. min. 3/16 -inch min. 1.2S -inch staple head diameter embedment trim nail H:n. 3/3- head 9:e. na:l r;.h min. anga3cnont1'-or .'Nd tuootretof or n:n 0 "7- d:a T-na:l or stub nail v, -.h m:n. s/qi- ongegenen:lE:-r conoreta or block suhstra-.el, auacwd as norad abcva. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL War]. wn.•-•-•'- 7c 91o:k H STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" 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 Table B -1a: System No. 5 Eave Height (ft) Exposure B Pressure Zone 110 Basic Wind Speed (mph) 120 130 4 OK OK OK 0 < h < 305 OK OK NO 4 OK OK OK 30 < h < 40 5 OK NO NO 4 OK OK NO 40 < h < 50 5 OK NO NO 4 OK OK NO 50 < h < 60 5 OK NO NO Exterior Research and Design, LLC. d/b/a TrinityEvaluation Report A13360.02.09 -R2 for FL32194-R2lERDRevision2:06/23/2015 Certificate of Authorization n9503 Appendix 2, page 8 of 14 Prepared by: Robert Nieminen, PE -59166 1\ 1 TRINITY ; ERD TABLE B-2: 164nch Span, F -Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia Cap System Max. Span MDP sfP ) Max. Fastener Max. Spacing Fastener Max. Spacing No. inch) Substrate Fastener spacing Substrate One (1) min. One (1) min. IY.- 0.097-inchinchOne (1) min. 3/8 long x 0.072- Concrete CMU diameter T•nail 24 o.t. Wood x 3/8 -inch Crown 16" o.t. inch diameter x min. 3/16 -inch 36" o.c. X33.3 6. 16 or block or stub -nail, staple head diameter min. 5/8 -inch embedment trim nail Min. 3/8" head dia. nail with min. l A" engagemen_(for wood eub3trata) or min. 0.097" dia. T -nail or stub nail with min. 5/8" angagamenc(for concrete or block substrate), spaced as roc3d above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL 6iood. Conc—^ or Block. ai FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report A33360.02.09 -R2 for F1.12194-112 Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE -59166 J TRINITY ERD Table 8-2a: System No. 6 - Exposure B Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 ISO O<h<30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < h<40 4 OK OK OK OK NO 5 OK OK OK NO NO 40 < h < 50 4 OK OK OK OK NO 5 OK OK NO NO NO 50<h<60 4 OK OK OK OK NO 5 OK OK NO NO I NO Table 8-2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0<h<15 4 OK OK OK OK 5 OK OK NO NO 15 < h < 20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30<h<40 4 OK OK NO NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO NO 50<h<60 4 OK OK NO NO 5 NO NO NO NO Table B -2c: System No. 6 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 4 OK OK 5 OK NOO<h<15 4 OK OK 5 OK NO15<h<20 4 OK OK 5 NO NO20 < h < 30 4 OK NO 5 NO NO30 < h < 40 4 OK NO 5 NO NO40 < h < 50 4 OK NO 5 NO NO50 < h < 60 Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report A13360.02.09 -R2 for FU2194-R2 Certificate of Authorization 49503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2. Page 10 of 14 TRINITY ERD TABLE B-3: 16 -inch Span, F -Channel (stapled to wood) & Fascia Cap Wall Side Eave Side Eave Height (ft) Pressure Zone 110 F -Channel Basic Wind Speed (mph) 130 140 Soffit Fascia Cap 0 < h < 305 4 Max.Max. OK OK OK MDP OK OK OK OK OK NO NO Max. 4 OK System No. Span inch) Substrate Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing psfl OK NO 40<h<50 5 OK OK OK NO NO One (1) min. lY.- 50<h<60 4 OK OK OK OK Three (3) min. Y. x Y. -inch NO 5 OK OK OK NO NO One (1) min. Y. x inch long x 0.072- 27.0 7. 16 Wood crown staples 24' o.c. Wood Y. -inch crown 8" o.c. Inch diameter x 48" O.C. 36.1 in a diamond staple min. Y. -inch head diameter trim nail pattern oIN ' ' ( ; SOFFIT STAPLE DIAMOND PATTERNI 1 3/4. K t/4. i I ; D AI CROWN STAPLES ' J a USING A DUMOND PATTERN I FACIA BOARD i rte" l'1 GIP 3/4' x 1/4' CROWN 1-3/4' TRIM NAIL FACU BOARD STAPLE 'B' ON CENTER PAINTED S.S. t _3/4" TRIM NAIL FASCU GIPF' CHANNEL CAN BE PAINTED S.S. 48" INSTALLED MTN THE O.C. 3/4' x 1/4" NAILING FLANGE UP OR CROWN STAPLE GOWN SOFFIT -x 16 -inch Span SOMT sSU°e TE SOFFIT & FASCIA DETAIL Table B -3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 160 0 < h < 305 4 OK OK OK OK OK OK OK OK OK OK NO NO 30 < h < 40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 4 OK OK OK OK OK NO 40<h<50 5 OK OK OK NO NO NO 50<h<60 4 OK OK OK OK NO NO 5 OK OK OK NO NO NO Evaluation Report A13360.02.09 -R2 for FL12194•R2 Exterior Research and Design, LLC. d/b/a Trinityl ERD Revision 2: 06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE -59166 i TRINITY ERD Table B -3b: System No. 7 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 O<h<15 4 OK OK OK OK 5 OK OK OK NO 15 < h < 20 4 OK OK OK OK 5 OK OK NO NO 20 < h < 30 4 OK OK OK I NO 5 OK OK NO NO 30<h<40 4 OK OK OK NO 5 OK NO NO NO 40 < h < 50 4 OK OK NO NO 5 OK NO NO NO 50 < h < 60 4 OK OK NO NO 5 OK NO NO NO Table B -3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 0<h<15 4 OK OK OK 5 OK OK NO 15<h<20 4 OK OK OK 5 OK NO NO 20 < h < 30 4 OK OK NO 5 OK NO NO 30 < h < 40 4 OK OK NO 5 OK NO NO 40 < h < 50 4 OK OK NO 5 NO NO NO 50 < h < 60 4 OK NO NO 5 NO NO NO Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A33360.02,09 -R2 for FL12194-112 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 12 of 14 I TRINITY ERD TABLE B-4: 16 -inch Span, J -Channel (stapled to wood) & Fascia Wall Side Cap Eave Side Basic Wind Speed (mph) 140 KVVCV' ``` SOFFIT STAPLE 1 -Channel i Soffit Fascia Cap Max. 5 OKNO MDP I ; DETAIL NO FACIA BOARD 11 31V*, oar Max. System Span NO ON CENTER CENTER USING A DIAMOND PATTERN Max. FASCIA CAP Fastener LJ Fastener Spacing Ipsf) No. inch) SubstrateF(3) FASCIA CAP Spacing Substrate 5 3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16 -inch span OKNO NO One (1) min. IY.- 5 OK SOFFIT & FASCIA WOOD NO DEIAIL One (1) min. is x inch long x 0.072- 23.5 16 Wood 24' o.c. Wood inch crown 8" o.c. Inch diameter x 48' o c. 314 8. in a diamond staple min. Vnch head diameter trim nail pattern Table B -4a: System No. 8 OPEN RAFTER" INN 110MR Basic Wind Speed (mph) 140 KVVCV' ``` SOFFIT STAPLE DIST i i ; DIAMOND PATTERN_ O < h < 30 5 OKNO I I ; DETAIL NO FACIA BOARD 11 31V*, oar 3/4' X 1/4- CROWN STAPLE '24' NO ON CENTER CENTER USING A DIAMOND PATTERN 5 FASCIA CAP LJ 3/4' X 1/4' CROWN STAPLE '8- ON CENTER 1-3/4- TRIM NAIL FACIA BOARD PAINTED S.S. CHANNEL 1-3/6' TRIM NAIL PAINTED S.S. 48- FASCIA CAP NO O.C. 5 3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16 -inch span OKNO NO SOFFIT 5 OK SOFFIT & FASCIA WOOD NO DEIAIL EBLocx Table B -4a: System No. 8 Exposure B Pressure Zone 110MR Basic Wind Speed (mph) 140 150EaveHeight (ft) 4 OKOK OK O < h < 30 5 OKNO NO 4 OKOKNO 30 < h < 40 5 OKNO NO 4 OKOKNO 40<h<50 5 OKNO NO 4 OKNO NO 50 < h < 60 5 OK NO NO Evaluation Report A13360.02.09 -R2 for FL12194-R2 Exterior Research and Design, LLC. d/b/a TrinitylERD Revision 2:06/23/2015 Certificate of Authorization 99503 Appendix 2, Page 13 of 14 Prepared by: Robert Nieminen, PE -59166 Table B -4b: System No. E Eave Height (ft) O<h<15 15<h<20 20<h<30 30<h<40 40<h<50 50 < h < 60 Table B -4c: System No. Eave Height (ft) O<h<15 15<h<20 20<h<30 30<h<40 40<h<SO 50<h<60 y-*'-) I TRINITY ERD 8 - Exposure D Basic Wind Speed (mph) Pressure Zone 110 120 4 OK OK OK NO 5 q OK OK NO NO S NO U5- OK NO NO NO OK NO NO NO OKN0 NO NO OK NO NO Evaluation Report A33360.02.09 -R2 for FL12194•R2 Exterior Research and Design. LLC. d/b/a Trinity I ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 I - Exposure C Basic Wind Speed (mph) Pressure Ione 110 120 130 4 OK OK OK 5 OK OK NO 4 OK OK OK 5 NO NO 4 OK NO 5 NO NO 4 OK NO S MNO NO NO 4 OK NO 5 NO NO 4 NO NO 5 NO NO 8 - Exposure D Basic Wind Speed (mph) Pressure Zone 110 120 4 OK OK OK NO 5 q OK OK NO NO S NO U5- OK NO NO NO OK NO NO NO OKN0 NO NO OK NO NO Evaluation Report A33360.02.09 -R2 for FL12194•R2 Exterior Research and Design. LLC. d/b/a Trinity I ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A33360.02.09 -R2 for FL12194•R2 Exterior Research and Design. LLC. d/b/a Trinity I ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 2/15/2017 Florida Building Code Online S - Business Professional ' - F fL•'Z C itl f SCIS Home Log In User Registration Hot Toptrs SUDmtt Surcharge Stats & Facts Publications FSC Staff SCIS Site Map Links Search F:cr'V r Product Approval IV USER: Public User r Product Approval Menu > Prhdua or Avobc]tlon S?arch > Application 45t > Application Detail FL # FL10124-R19 Y 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 Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL10124 R19 COI 2016 01 COI Nieminen.Ddf Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2009 2009 2009 2008 1995 hitps:Nwww.Ooridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb56SbzrBQ%3d%3d 1/2 2/15/2017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/26/2016 Date Validated 08/26/2016 Date Pending FBC Approval 08/30/2016 Date Approved 10/13/2016 Summary of Products FL it Model, Number or Name Description 10124.1 I GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R19 Il 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.pdf Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section S. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19,odf Created by Independent Third Party: Yes 3•t c't V,•4• Contact Us :: 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 950.467.1824 The State of Florida is an AA/EEO employer. Copyright 20074013 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 45S, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. 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 tom. Product Approval Accepts: EVIN;:® Credit Card Safe htipsJAvww.Boridabuildiflg.orglprlpr app_dli.aspx?param=wGEVXQwtDquracBeVCbdMONZDGZesy3BpT6YGGOoRawtpb5sSbzrBQ%3dg/o3d 2/2 SCOPE: This Evaluation Report Is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5'" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages i through S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE2983 EXTERIOR RESEARCH & DESIGN, I.I.C. l Certificate oJAuthorizotion #9S03 J 353 CHRISTIAN STREET, UNIT #13 TRINITY ;ERD OXFORD, CT 06478 PIIONE: (203) 262.9245 S ;i' •. Qui.: S Oi• BTW FAX: (203)262.9243 EVALUATION REPORT The NcaimJe!<al appady was authorhad by a0ball NbmNan, GAF Evaluation Report 01506.01.08-R17 1 Campus Drive FL10124-R15 Parsippany, NJ 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 5'" Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADvERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages i through S. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE2983 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. Trinity( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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. 7alo-svt'b'} S ;i' •. Qui.: S Oi• BTW F' -a y.!. The NcaimJe!<al appady was authorhad by a0ball NbmNan, G6on p!/71/201S. Thb dou lrot urvauan NeawnRaly Wned doamenl. Sydad.Kaled hardwptea MW be:n traram.1tad to tilt a.*OM Apprwa1AdmWMr8101 and to to as ed cl@n1 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. Trinity( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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. TRINITY:1 ERD ROOFING SYSTEMS EVALUATION: 2. 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, 8905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,:905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, 8905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, 8905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: Entity GAF (PDM 1915) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (FST 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) UL (TST 1740) UL (TST 1740) UL(T5T 174D) UL(TST 1740) UL ITST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 174D) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL(TST 2740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) Exterior Research and Design, U.C. Cert!/!cote oJAuthorliotion M9S03 Examination Letter of Equivalency ASTM D3462 ASTM D3462 Wind Driven Rain ASTM D3462 ASTM 03462 TAS 107 ASTM D3462 ASTM 03161, TAS 107 ASTM D3161 ASTM D3462 ASTM D3261, TAS 107 ASTM D3161, TAS 107 ASTM D3261 ASTM D3462 ASTM D3462 ASTM D3161 ASTM D3161 ASTM D3462 ASTM 03161 ASTM D3462 ASTM 03161 ASTM 03161, D3462 ASTM D3161, D3462 ASTM D3161, D3462 ASTPA D3462 ASTM D3161, D3462 ASTM D3161 ASTM D3161 ASTM D3163 ASTM D3161, D3162 ASTM 03161, D7158, D3462 ASTM D3161, D3462 ASTM D3161, D3462 ASTM D3161, D3462 ASTM 03161, D7158, 03462 ASTM D3161, D7358, D3462 ASTM 03161, D7158, D3462 ASTM 03161, D7158, D3462 ASTM D3462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, 07:58, D3462 ASTM D3161, D73S8, D3462 Wince Seal-A•Ridge Impact Resistant IR GAF•059-02-01 GAF•090.02.01 GAF -407.02-01 93NK6295 99NK43835 94NK9632 OINK06632 OINK9226 OINK37122 OINK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK:3850 04NK13850 C4NK30546 04NK22009 04NKZZOC9 OSNK27924 OSNK27924 06CAIS077 06CA18074 06CA35251 06CA31603 06CA41095 07NKO5229 06CA32611 06CA61248 07CA31742 OBCAC6100 07CASS908 09CA10592 09CA06856 09NK06647 ODCA27281 IOCA35554 10CA13686 JOCA07264 JOCA11953 JONK11951 IONX12070 08CA06100 Oast 01/13/1012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/20C1 O5/21/20C1 12/18/2001 12/19/2001 04/10/2002 09/09/2002 03/1./2003 10/17/2003 C6/07/2OD4 06/23/2004 03/10/2005 05/06/2^05 05/09/2005 02/10/2006 02/11/2006 06/05/2006 06/16/2006 10/18/2006 12/01/2006 12/27/2006 03/:3/2007 04/04/2007 04/09/2007 11/08/2007 03/13/2008 04/01/2008 03/26/2009 05/15/IC09 O8/O1/2C09 08/27/2009 03/05/2010 05/15/2010 05/27/2010 10/29/20:0 10/30/20:0 11/04/20:0 01/30/2010 Evaluation Report O1SO6.01.08•R17 FL10124.RIS Revision 17:03/33/2015 Page 2 of S TRINITY ; ERD Entity Examination Reference Date UL(TST 1740) ASTM D3161,D7156.03462 ICCA53934 03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 IICA48924 10/22/2011 UL(TST 1740) ASTM D3361, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM 03161, D7158, u3462 11CA48408 12/08/1011 UL (TST 1740) ASTM D3161, 07158, D3462 I ICA48725 12/09/2011 UL I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL LLC. (TST 962 8) ASTM D3161, D7158, 03462 12CASSISI 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 03161 23CA37934 08/02/2013 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 11/23/2014 UL I.I.C. (QUA 96 2S) Quality Control Inspection Report, R21, Myerstown, PA 02/C6/2015 UL, LLC. (QUA 96 25) Quality Control Inspection Report, RZi, Tuscaloosa, AL 02/20/2015 UL I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Michigan Cty, IN 02/19/2D15 UL, LLC. (QUA 9625) Quality Control inspection Repon, R21, Shafter, CA 01/05/2015 UL I.I.C. (QUA 96 2S) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL I.L.C. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 07./16/2015 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/10/2015 UL LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 02/11/2015 UL I.I.C. (QUA 96251 Quality Control Inspection Report, R23, Tampa, FL 03/05/2015 UL LLC. (QUA 9625) Quality Control inspection Report, RZ1, Dallas, TX 02/25/2n15 UL LLC. (QUA 9625) Quality Control Inspection Report, RZl, 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 Shinides 4.1.1 Marquis° WeatherMax*, Royal Sovereign' and Sentinel* are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot*, Camelot* ll, Country Mansion° II, Grand Canyon*, Grand Sequoia*, Grand Sequoia* IR, Monaco*, Sienna", Timberline American Harvest*, Timberline* ArmorShield'" ll, Timberline* Natural Shadow*, Timberline HD*, Timberline* Cool Series, Timberline Ultra HD* and Woodland* are fiberglass reinforced, laminated asphalt roof shingles. 4.1.3 Slateline* Is a fiberglass reinforced S -tab asphalt roof shingle. 4.2 HID & Ridge Shingles. 4.2.1 Seal -A -Ridge* Ridge Cap Shingles, Seal -A -Ridge* IR Impact -Resistant Ridge Cap Shingles and Timbertex* Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strips: 4.3.1 Pro -Start* Starter Strip Shingles and Weather Blocker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for. that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product 5.4 wind Classification: 5.4.1 The GAF asphalt shingles noted In Section 4.1 are Classified In accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to A57M 03161, Class F and/or ASTM 07158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V..d = 150 mph (VA =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.=d = 150 mph Vv, " 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterlor Research and Design, LLC. Evaluation Report 01506.01.08-R37 Certificate o/Authorization 09503 FL10124-RIS Revision 17:03/31/2015 Page 3 of 5 TRiNrnr 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 arrnrdance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be locally Approved per Rule 61G20-3, per FOC Sections 1507.2.3, 2507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle In accordance with FOC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot ll, 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 8905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8 -Inch head diameter, per shingle and nominal 0.25 -inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". 115' Sealant F—(292 Irm) 1' seuanle 25 mm) 125 mm) mit detarxheile I Nad Clev 65 7510' Gouoo r 180 ••104 mm) 12' JOS mm) Exterior Research and Design, I.I.C. Certificate of Authorliation 119503 MM) Evaluation Report 01506.01.0E-837 FL10124R1s Revision 17: 03/31/2015 Page 4 of 5 5 2" mm) tr f7AT5 rnn0 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information or, which plants produce products covered by Florida Rule 61G20-3 QA requirements. 30. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R37 Certificate of Authorization 09503 FL20124-R35 Revision 17:03/31/2015 Page S of S TRINITYIERD 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. t• 1192 r 111; Srllnnlo Z5 rrnnl i-•`J m Cr:duitd'bterchred Ot lap I'N60 r Muer y7t1S nYn) 5 2" mm) tr f7AT5 rnn0 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall Indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information or, which plants produce products covered by Florida Rule 61G20-3 QA requirements. 30. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08-R37 Certificate of Authorization 09503 FL20124-R35 Revision 17:03/31/2015 Page S of S ilk 2/15/2017 Florida Building Code Online u Business & Professional t I Naffia SCIS Home Log In User Registration Not Topics Submit Surcharge Stats b Facts Publications FBC Staff SCIS Site Map Links Search V r a Product ApprovalIUSER: Public User P•odurz approval berg > Prodoaa er Aoohcatmn S+.arcti > Apphrotion 1--s' > Application Detail FL # FL15216-R2 r •. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FLIS216 R2 COI 2015 01 COI Nieminen.pdf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 https:/lwww.BoridabiAlding.orglpr/pr app d I.aspx?param=wGEVXQwtDgv3yVVK,1Z1QRAdhyl2uBkQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d V2 2/15/2017 Florida Building Code Online 1507.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL tt Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL1S216- Approved for use outside HVHZ: Yes R2.Ddf i Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216 R2.Ddf Created by Independent Third Party: Yes Contact Vs : • 2601 Blair Stone Road, Tallahassee FL 72399 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 low, email addresses are public records. It you do not want your e-mail address released in response to a public -records request• do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address of they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: Credit Card Safe https:Nwww.foridabUlcing.orgipr/Pr app otl.aspx?param=wGEVXQwtDgv3yWKJZIQRAdhyNBkQGOyljaHhVeiOpVSvxwSdCoQ%3d%3d 2/2 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 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 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: 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 IlNrnr.. t:a-79•!5 r.,Fs` ..... ,; • - The facsimile mel eppeabr{ was author@ed by Robert Nieminen, rr„r,r• P.E. on Oa/27/2015. this does not verve of an eleclronlcalM qnM document S4rwd, waled hardcopws have been transmitted to the Product Approval Administrator and to the 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 TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: TABLE 1: ROOF COVER OPTIONS Underlayment Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1507.8.3,1507-9.3,1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, NO Yes I Yes Breaking Strength, Dimensional Stability 3. REFERENCES: infily Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ•006 10/27/2011 ITS(TST1509) Physical Properties 100539395COO.002 10/27/2011 ITS(TST1509) Physical Properties 200539395COQ•006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither 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 AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 3D -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140530.02.12-R2 Certi/icote o/Authorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page Z of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On rile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yei NO NO Yes I Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 3D -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.I.C. Evaluation Report 140530.02.12-R2 Certi/icote o/Authorization #9503 FL1S216-R2 Revision 2: 04/27/2015 Page Z of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails & 1.5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure:S 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 QA 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. Certificate o/Authorization #9503 Evaluation Report 140510.02.12•R2 FLIS216-R2 Revision 2: 04/27/2015 Page 3 of 3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION f D' c ION Application No: Documented Construction Value: S Q 1 U' [ - _ Job Address: yCo j LR re-Y- L.-y-\ "l Historic District: Yes No Parcel ID: Residentiato Commercial L Type of Work: Newi Addition F-1 Alteration Repair Demo Change of Use 13 Move Description of Work:TrtS Itl wvtT - AC 1. A-16CLA— We f L Plan Review Contact Person: Qk Title: Phone: `fUl-j$5 ppt,( Fax:OZ-333-385.3 Email: h e cla Lti Property Owner Information Name 'l.Jl' 2.1,1 Phone: Street: OL Resident of property? City, State Zip: nn _ JContractor Information Name l-1" V tQ7tncxc Phone: LIQ Z- 6 ' 3oc Street: Cod TS O Fax: q0-7— PAS 3 53 City, State Zip: Ear%, State License No.: 3 Q c.0 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at01 work will be done in compliance with all applicable laws regulating construction and zo ' g. Signature of Owner/Agent Date Print Owner/Agent's Name Name Signature of Notary.4tate of Florida Date Signor.,, of No ry-Stat" , Florida Date ek'yt,: CHERYL D AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 407) ,Ma -0157 Ftor4allotai,Serikerom Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: 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, 201 S Permit Application J STATEWIDE ! DEL-AIR State Cert CAC032448 1-888-831-2665 HMNB • M CONDMOH 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 REAGAN POINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7413 3.0 14.00 8.2 4/0 6,597.00 Added 3/13/17 7497 2.5 14.00 8.2 4/0 6,449.00 7498 2.5 14.00 8.2 4/0 6,250.00 7499 2.5 14.00 8.2 4/0 6,189.00 REAGAN POINTE - 40' GARDENS PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7510 3.0 14.00 8.2 4/0 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4 / CH14NB ) 1 1: 1 1• 11 I1: 11• 1.111 1 • 1 • 1 Cust Initials FINAL SURVEY LEGAL DESCRIPTION: LOT 39, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Site Benchmark Information - 1 Fnd. Nail & Disk "LB 2108". Elevation: 45.69' M -A Fnd. Nail & Disk "LB 2108". Elevation: 45.91' Fnd. Y2" Rebar Cap "LB 7623" P.C. located on Lot 38 Fnd. "X" Cut s Cod P s; Fnd. 1/2" Rebar _094, \, Cap "LB 7623" 0 1 00 Lot 38 4NP- o^ 0.VVV : .: • " 4616 EUREKA LANE, SANFORD, FLORIDA 32773 Tract "B" (Common Area) Open Space / Recreation Aq ,h° .Q° GQ) ... .......... . so \ate dLe Cid O hh 0, p• 20), ' h0 T J C0 lydyNo oTR-TELEPHONERISER ED - Transformer Benchmark Information- Oranae Countv Datum Elevation: 83.36' Found Square Cut in Drop Inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) Q 00 coo' Ak #2 L1 N 49008'32" W 34.00'(P)(M) Fnd. '/2' Rebar Cap "LB 7623" 0. VIE \ b Lot 40 oh O CO 0.3'E Fnd. "X" Cut Revision: Added Final Survey - 11/2/17 Revision: Added Foundation Survey - 6/21/17 Q#1 Field Date: 2/2/2018 Date Completed: 2/5/2018 NOTES- Survey is Based upon the Legal Description Supplied by Client. Drawn By: R.S. File NuMber:IS-36303 FI -U Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. Subject to any Easements and/or Restrictions of Record. Legend- Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a TV. C Calculated PC - Point of Curvature Building Ties are NOTto be used to reconstruct Property Lines. Centerline Pg, - Page Fence Ownership is NOT determined. B Concrete Block PI - Point of Intersection Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS CM Concrete Monument P.O.B.- Point of Beginning otherwise noted. Conic. Concrete P.O.L.-Point on Line Se tic Tanks and/or Drainfield locations area pproximate and MUST be verified by DDE Description Drainage Easement PP - Power PolerPRM - Permanent Reference appropriate Utility Location Companies. Esmt. Easement Monument Use of This Survey for 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 M anagement Agency R -Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. FFE Finished Floor Elevation Had. - Radial PotNTSOFINTEREST- Fnd. IP FoundIronPipe R&C - Rebar & Cap Rec. - Recovered DRIVEWAY AND SIDEWALK IN EASEMENTS. L Length (Arc) Rfd. - Roofed M Measured Sat - Set 'A" Rebar & N&D Nail & Disk Rebar Cap "LB 7623" DocuffOmd by: N.R. Non -Radial Typ. - Typical 1 1 I ORB Official Records Book UE - Utility Easement Plat WM - Water MeterP.B. E'IR1(`.;:nRAFr.AFAAF: RP Plat Book A - Delta (Central Angle) An-- Wood Fences 0-Chain Link Farce L2 S 49008'32" E 34.00'(P)(M) L3 N 49008'32" W 29.00'(P)(M) T Graphic Scale 10' 26' 40' Scale: 1"=20' ereby Certify that this Boundary Survey of the above Described Properly is ue and Correct to the Best of my Knowledge and Belief as recently Surveyed der my Direction on the Date Shown, Based on Information furnished to Me Noted and Conforms to the Standards of Practice for Land Surveyir the State of Florida in accordance with Chapter 5J-17.052 Florida Iministrative Codes, Pursuant q,§A ion 472,Q27 Florida Statutes. Patrick K. Ire lan ' `: toRtoP 6637 LB 7623 This Survey is intende ' Y.p use of Said Certified Parties. This Survey NOT VALID UN and Embossed vnth Surveyor s Seal. Inland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurvoying.com Office -407.678.3366 Fax -407.320.8165 CITY OF SANFORD BUILDING & FIRE PREVENTION JUN C 2.2017 PERMIT APPLICATION Df BY. i Application No: Documented Construction Value: $ y'f0o• UC 4,1 Job Address: i1/16 t-yre 164 Lam" Historic District: Yes Nog Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: /rD C 2- c i ^ y O SPS/i%4 / %G/ylG <v `/ S 0 4i/ cyi,vi,/e I, -.- PlanPlan Review Contact Person: Title: Phone: Name City, State Zip: Fax: Email: Property Owner Information Phone: Contractor Information Name _P z . SC'i/ y '6/kc Phone: 7 %33' 7 Street: /. / G C y. s Fax: City, State Zip: %SSi/9i/"'-'ei State License No.: _'O60 40 Arch itectlEng 1 neer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ft NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. id L L" -P/// Signature of Owner/Agent Date Sign re of Con ctor/Agent Date Print Owner/Agent's Name Print FM L CHAD W COWDERY MY COMMISSION /t FF985918 EXPIRES April 25.2020 Owner/Agent is Personally Known to Me or Contr port a-0rss F ryse~• to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Permit #: 17- 1128 Address: 4616 Eureka Lane Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2141 Plumbing Fixtures: 18 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 11 REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR -DETACHED Permit # 17-1128 Address: 4616 Eureka Lane BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power (TUG) Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drpyall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRI'CAL 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 SMECHANICAL.PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Morlirdolm Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final SMECHANICAL.PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final 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# 17-1128 4616 Eureka Lane Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 1737 square feet SQUARE FOOTAGE OF GARAGE ONLY: I 404 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1 2141 Isquare feet Dollar Valuation of Work: $215,973.73 State Fee: $66.74 Permit Fee $1,551.82 Application Fee: $25.00 Plan Review Fee: $647.92 Total Building Permit Fees: $2,291.48