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Home My WebLink About4610 Eureka Ln 17-1680 HVACCITY OF SANFORD BUILDING 8. FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 44,A r 10Le, _-E'1 Historic District: Yes No Parcel ID: Residentiam Commercial L Type of Work: News Addition 13 Alteration Repair Demo Change of Use Move Description of Work: tt5 0 Q I&A -.e— dI(Ac- I,,i`'I t,r- Woe L Plan Review Contact• Person: Title: Phone: `lVl -5€pOl ( Fax:O'1-333-385.3 Email: kya7C C'Jy' ' Cory\ Property Ower Information Name t7•U l' _. _ . ' Phone:ol A Street: I`.`. S Resident of property? City, State Zip: Conttor Information Name l -t -v ' - f"thone: OZ- 6$15 - 30.0 Street: C—)31 Codrsco Fax: go -7- Z n,?1 -, 335' rk City, State Zip: State License No.: C!'t os p(j O ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Sball be inscribed with the date of application and the code In effect as of that date: 50, 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 at work will be done in compliance with all applicable laws regulating construction and zo ' g. signature of Owner/Agent Date Print OwnedAgent's Name Signature,of Notary -State of Florida Date signnawre of Contractor/Agent bete Name CHERYL D AKERS MY COMMISSION 8 FF998982 EXPIRES June 06, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is _ye:Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENG]NEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application STATEWI 1-888-831-D 65 6 DEL -AIR State Cert CAC032448 HEATING • AM CONDITIONING David Weekley Homes Revised Date: March 13, 2017 225 S. Westmonte Drive, Suite 3300 Phone: 407-865-8210 Altamonte Springs, FL 32714 Page 1 of 2 Job Name: Reagan Pointe - •34' Cottages & 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: R-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 6RE1AG'AN!P.OINTE - 34' COTTAGES PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL LIGHT CONTRACT COMBOS PRICE NOTES 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 74.98 2 5M W14.08 `I - 4 / 0 $6,25,0.00 7499 2.5 14.00 8.2 4/0 $6,189.00 REi4GAN POINTE — 4 ~' 0' GARDENS'! PLAN NAME TONNAGE SEER HSPF FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS PRICE 7510 3.0 14.00 8.2 4/0 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months Equipment to be 14 SEER Carrier Heat Pump (FB4 / CH14NB ) Cust Initials n+ u til,ll Iltl In ., uu_1.111 1 51111K'h ll 11 udn-11, 11 t"1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application Nn! / -7- J& , b a.d:) Documented Construction Value: $ Job Address: Lib 1 O Elul re ICOI CLt-ne Historic District: Yes No Parcel iib: as-atb - 3-`3aa - 0= - Y30 Residential Commercial Type of Work: New ISI Addition Alteration Repair Demo Change of Use Move Description of Work: New -ehmilij Plan Review Contact Person:-TOL11i A jPic dVIQ Title: Phone:I4 - (p • Qo"}-B$' Fax: Email: Q),dWV1nrYtt°4',_ •C+oe ; Property Owner Information ! Name GNt> Rye Ar -1 l LLC. CTt=% LLG) Phone: '41?y- 3110- 33(d5 ; Street: 1111 W. Pot,•4. Ool,1c Road Resident of property? City, State Zip:&yls IAl II UContractor Information ' Name Phone: Ht)'+- %(0S - tOO Street: ' 5. We5e41Merr e DrtV &C k 3A00 Fax: City, State Zip: JaL±An fLSAC fit1Gl.S,T 37*4 State License No.:. ',ip' fL S1a13a Architect/Engineer Information Name: MOD±A CM*AWAA Phone: 401t - (049 l - LQ1i Street: SU%VtIOD Fax: _ 40-* -(OlSI- 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 STCE BEFORE THE FIRST INSPE, CTION. 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. T understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, Renters, tanks, and air conditioners, etc. BBC 1053 Shall be inscribed with the date of application and the code In effect as of that date: 51h Edition (2014) Florida Building Code Revised: Juno 30, 2015 I Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000358 BUILDING PERMIT NUMBER: 17-10000358 DATE: June 19, 2017 i-1-1c0so 4 2Lto 07<3 a UNIT ADDRESS: EUREKA LN 4610 22-20-30-520-0000-0380 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CND- ALT OVIEDO LLC ADDRESS: 225 S WESTMONTE DR #3300 ALTAMONTE SPRINGS FL 32714 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 5610 EUREKA LANE REAGAN POINTE LOT 38 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPE--------------DIST SCHED------ RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou ing ROADS -COLLECTORS N A 705.00 1.000 dwl unit 705.00 Single Family FIRE RESCUE Housing N/A 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Singqle Family SCHQOLS Housing CO -WIDE 54.00 1.000 dwl unit 54.00 PARKS Sinngle Family ORD Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUB 5,759.00 STATEMENT A RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: 7S12j 1 NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT ( 2 -FINANCE 4 -LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT 71JIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROADFIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICA L THE CALCULATION OF ANY OF THE ABOVE MENTIONED EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LAT ATE OF_OCCUPANCY OR OCCUPANCY. THE REOUEST FOR wriaO yr xut,rcb WVb"1VG APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER 1 AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHE1'OP LEFT OF THIS STATEMENT. ISSUEDSWITHINM60TCALENDALONGERDAYSOF THEID IF A RECEIVINGING SIGNATURE DATEABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. v I',>' 0 Prepared by and Return to: JOHN KINGMAN KEATING Town Square Title, Ltd. 250 E. Colonial Dr., Ste. 301 Telephone 407-422 -2234 WE17041 RECORDR40 t MPMATION ABOVE THIS LME NOTICE OF COMMENCEMENT Permit Number: STATE OF FLORIDA COUNTY OF ORANGE Tax Folio Number: 22-20-30-520-0000-0380 THE UNDERSIGNED hereby gives notice that improvement will be trade to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this N otice of Commencement: 1. Legal Description of the Property: Lots 38, Reagan Pointe, according to the Map or Plat thereof, as recorded in Plat look 81, Pages 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4610 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 liablity company 1111 North Post Oak Road Houston, Texas 77055 (b) Interest in Property: Fee simple (c) Fee Simple Owner (if different than a)): Same 4. Contractor's: (a) Name and address: Weekley Homes, LLC, a Delaware limited liability company 225 S. Westmonte Drive, Suite 3300, Altamonte Springs, Florida 32714 (b) Phone Number: (407) 865-9992 5. Surety (if applicable, a copy of the payment bond is attached): (a) Name and Address: N/A (b) Phone Number: N/A c) Amount of Bond: N/A 6. Lender: (a) Name and Address: N/A; (b) Phone Number N/A 7. Persons within the State of Florida designated by Own er upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statures : (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: NIA; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of co nstruction and final payment to the Contractor, but will be 1 year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verftcation pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledgeand belief. OWNER Weekley Homes, LLC a Delaw a limited liability company By: John Kingman Keating, as AutMrized Age nt STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY s an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this Inst ment on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley mes, L i Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. RE THER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledgtn ution the foregoing instrument because: personally know him/her/them OR 01 have satisfactory evidence of same based a Florida driver's license or 0 identification: WITNES y official seal in the State and County aforesaid this 17th day of July, 2017. Notary Public Si#hature MACE NOTARY NAME SEAT. IMMEDIATELY BELOW) e !! SNIMONER 0 mnthsbtt / GG 123103 o Expims Sepbmber 8, 2021 01 ROS tORE OttYY IOpNgObry$aYlat GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017077251 BK 8962 Pg 1776, (1 pg) E -RECORDED 07/31/2017 03:11:03 PM 10.00 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, PS 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. 1 70M;1 Print OwnerhTgent's Name P - cam- Sil of ota s Date NOTARY BUC STATE OF RONDA C E01000a1Nd Wln Oil N o Owner/Agent is Personally Known to Me or Produced ID Type of ID B"0 4 1agI 44=0 1 Ig I I—+- Sig6tature of C cto Agen Dato SouA DkL+R!e Print Con •tor/Agent's Name I -) Sign a of No Ft rto Y PIS W STATE OF FItOR1 A Cam a eop=g dl'I W Q20 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical 5d Mechanical 5?( Plumbing Gas[] Roof Construction Type: Nib Occupancy Use: Flood Zone: X-SLIF ATTAtC1E tD Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:_ New Construction: Electric - # of Amps 1!!'o Plumbing - # of Fixtures_ Fire Sprinkler Permit: Yes No 9 # of Heads Fire Alarm Permit: Yes No a APPROVALS: ZONINGSAL & LZOLI-7 UTILITIES: WASTE WATER: ENGINEERING: *N -M 6- f"' FIRE: COMMENTS: BUILDING: Ir 6.9,% Ll Ok to construct Single Family home with setbacks and impervious area shown on plan. Revised: June 30, 2015 Permit Application 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# 17-1680 4610 Eureka Lane Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 17301square feet SQUARE FOOTAGE OF GARAGE ONLY: I 424 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 2154 square feet 71 Dollar Valuation of Work: I $216,078.58 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 66.77 1,552.55 25.00 648.24 2,292.56 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: 4610 Eureka Lane Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0380 Phone Number: 713.316.3365 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) 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# 17-1680 Reviewed by: Michael Cash, CFM Date: June 8, 2017 1 11, I Application for Paved Driveway, Sidewalk or 2 '' Walkway Including Right -of -Way Use & fi R;D9 Landscaping in Right -of -Way www.wnroron.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.888.5141 This perrrdt 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 plans approved as pan of [his permit. The permit la required for driveway or ; sidewalk construction over 100 square feel of concrete or other material on the subject parcel and / or any construction of a ' driveway, walkway or landscape Improvements within the city right -of --way. It does not approve any work %vlthln any other jurisdiction's right-of-way. Ail requested Information below as well as a current survey. site plan or plat clearly Identifying the rb ow.nntiEebw, size and location of the existing right—of-way and use shall be provided or application could be delayed. CaUbew»rouagr 1. Project Locator/Address: y110%11711 SLA re—k, Layve SGtx&w-r—L . F(, 2. Proposed Activity: 19 Driveway Walkway M Other: 3. Schedule of Work: Start Date A kAC-)Completion Date TDFIG _ Emergency Repairs 4. Brief Description of Work: Maintenance Responsibilitlesflndemnificat[on The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the Improvement installed under this Agreement. This shall include maintenance of the Improvement and unpaved portion of right-of-way adjacent thereto. Requester may, with written Clry authorization, remove said Installationfimprovement fully restoring the right-of-way to Its previous condition. In the event that any future construction of roadways, ulllifles, stormwater facilities, or any general molntenance activities by the Cly becomes in conflict wllh the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public right-01—way. If the Requestor does not continuously maintain the Improvement and area In accordance with previously stated criteria, or completely restore the right-of-way to Its previous condition, the City shall, after appropriate notice, restons the area to Its previous condition at the Requestors expenso and. If necessary, file a lien on the Requeetors property to recover oosts of restoration. To the fullest extent permitted by taw, Requester agrees to defend, Indemnify, and hold harmless the City, Its councllpersons, agents, servants, or employ- ees (appointed, elected, or hired from and against any and all riabiiities, claims, penalties, demands, suite, Judgments, losses, expenses, damages (direct, Indirect or consequential), or Injury of any nature whatsoever to poreon or property, and the costs and expenses Incident thereto (including costa 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 rVd and undgejanSLthe above statement and by signing this application I agree to its terms. rrr' /1/Olffll , This permit shall be posted on the alto during construction. Please call 407.680.6000 24 hours In advance to schedule a pre -pour Inspection, Pre-pourInspection by: Date: Official Use Only Application No: Fee: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Nawrober Date: Dote: Dale: Date: _ Zo 11 Dale: REQUEST FOR TUG & PREPOWER AGREEMENT ALI, RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: ((e I ProjectName: Project Address: I-{ (ol O Gt.LfE JC4 4 .n -e Building Permit A Electrical Permit 4 In consideration for authorizing the appropriate utility company to energize die facility, we agree with and understand the following: I. This Tug/Pre-power application Is valid only for one -and two -fatally dwellings. 2. The facility will not be occupied until a certificate of ocoupancy has been issued. 3. If the jurisdiction hereafter finds that the faculty has been occupied before a certificate of occupancy has been issued, the jurisdictlon will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should die jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and Individually indemnify and hold harmless the jurisdictlon from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring In the area designated for pro -power shall be complete and In safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical Inspectbr. S. Interior electrical rooms shall be lockable, If electrical panels are In an area that cannot be locked by doors, the panels shall be equipped with a Ioo)dng mechanism (approved by the AH4 The licepsed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUO/Pre-power approval is valid for a maximum of 180 days tl•om date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pro -power. S. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated vvlth tugs. Id buf -e Print Name of 1T ant P —7, gna o Owner/Tenant JURISDICTIONf EMPLOYEE NAME: JURISDICTION: 1 Print N me of Go:aContractor Signet ' of Gen. ontracior C'.C 15'I iD-1 Gen. Contractor Liconso # 1 ill..0 , 1—a 111W Print Name of Contractor Si ature of El. Contractor C0 e)ok g El.. Contractor Licensee CALLED INTO: a Progress Energy o Florida Power and Light on / / Rev. 62/10/1 S) LI1'IITED POWER OF ATTO%NEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: "iGtxl j iii Gtn1r'L a an agent of: l /d+ 1 c ,—S MvneorCo ipany) to be my iawfW attoraey-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): 0 The speciEc permit and application for work located at: 4(pin tr t i_rv_ rI ,P street Attdtea) Expiration Date for This Limited Power of Attorney: - License Holder Name: l IIAIr I'ARIO;K or State Licens Signature of STATE OF COLNTY C The fo 200_L to me c identifi Notary Scal) RACHEL BIACKWELL Notary Public • State of Florida My Comm. Expires Jan 12, 2018 Commission # FF 062350 Rev. 08.12) UJISliatULP 0-4- AI P—P &5UCLh4Y?ff Print or type name Notary Public - State of Commission No. My Commission Expires: REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-STEMWALL Permit # 17-1680 Address: 4610 Eureka Lane BUILDING PERMIT Min Max Inspection Description 10 10 Footer 20 Temporary Underground Power (TUG) Stemwall 30 1000 Form board / Foundation Survey 30 Slab / Mono Slab Pre our 40 Lintel / Tie Beam / Fill / Down Cell 50 Sheathing — Walls 50 Sheathing — Roof 60 70 Final Window 60 Roof Dry In 60 80 Lath Inspection 70 Frame 70 1000 Final Roof 80 Insulation Rough In 80 1000 Final Stucco / Siding 90 Drywall / Sheetrock 90 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 EL-XCTRI(=yA --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 M,E CHAN'ICAL,PERMIT - Min Max inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description 10 PlumbingUnderground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final M,E CHAN'ICAL,PERMIT - Min Max inspection Description 10 Mechanical Rough 1000 Mechanical Final RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot38ReaganPointe7498BGRSW Builder Name: David Weekley Homes Street: 4610 Eureka Lane Permit Office: Number: City, State, Zip: Sanford , FL , 32773 Permit _ 1 6 8 0 CSAOwner: f 017 Jurisdiction: 1Design2ORtLocation: FL, Sanford County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2442.2 sqft.) Insulatio vCnI/Area% 2. Single family or multiple family Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior R=13.0 13 4" 5 ft R=7.0 787.11 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 330.56 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1163.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1163.00 ft' 6. Conditioned floor area above grade (ft') 1675 b. N/A R= ft' c. N/A R= ft' Conditioned floor area below grade (ft') 0 11. Ducts R ft= 7. Windows(211.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 338 a. U -Factor: Dbl, U=0.34 211.11 ft' SHGC: SHGC=0.30 ft' 12. Cooling systems kBtu/hr Efficiency b. U -Factor: N/A a. Central Unit 28.6 SEER:14.00 SHGC: c. U -Factor: N/A ft' 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: 1.475 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1675.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 601.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 504.00 ft' None c. other (see details) R= 570.00 ft' 15. Credits Pstat 0.126 Total Proposed Modified Loads: 57.47 PASSGlass/Floor Area: Total Baseline Loads: 59.65 1 hereby certify that the plans and specifications covered by Review of the plans and o- SHE S -r this calculation are in compliance with the Florida Energy specifications covered by this indicatesCode. calculation compliance with the Florida Energy Code. PREPARED BY: Before construction is completed 0 - aDATE: 05-30.2017 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COOwiththeFloridaEnergyCode. 1NE' OWNER/AGENT: BUILDING OFFICIAL: - DATE: DATE: G- }'7 ^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. 5/30/2017 12:00 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 Ff1RM PAnr%_7f11d 5/30/2017 12:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: Lot38ReaganPointe7498BGR Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1675 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 4610 Eureka Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1675 15255.3 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 601 5589.3 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1074 9666 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 ____ 424 ft' 13 0.2 0 0.8 2 Floor Over Other Space 2nd Floor ____ ___ 504 ft' 0 0.3 0 0.7 3 Raised Floor 2nd Floor ____ ____ 146 ft' 13 0.2 0 0.8 4 Slab -On -Grade Edge Insulatio 1 st Floor 84.5 ft 0 601 ft' 0.4 0 0.6 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1873 ft' 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 1675 ft' N N 5/30/2017 12:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 CnOKA RdnS-7nld 5/30/2017 12:00 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 1163 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Y ft Omt To Wall_T.ype Space R_Value-Et-In-Et-In Area R_Value-Eraction_Absor^Grade%_ 1 SE Exterior Frame - Wood 2nd Floor 13 49 7 9 0 446.3 ft' 0 0.25 0.6 0 2 SE Exterior Concrete Block - Int Insul 1st Floor 7 24 6 9 4 228.7 ft' 0 0 0.6 0 3 NE Exterior Frame - Wood 2nd Floor 13 24 0 9 0 216.0 tl' 0 0.25 0.6 0 4 NW Exterior Frame - Wood 2nd Floor 13 49 7 9 0 446.3 ft' 0 0.25 0.6 0 5 NW Exterior Concrete Block - Int Insul 1st Floor 7 35 11 9 4 335.2 W 0 0 0.6 0 6 SW Exterior Frame - Wood 2nd Floor 13 24 0 9 0 216.0 ft' 0 0.25 0.6 0 7 SW Exterior Concrete Block - Int Insul 1 st Floor 7 23 11 9 4 223.2 ft' 0 0 0.6 0 8 - Garage Frame - Wood 1st Floor 13 35 5 9 4 330.6 ft' 0 0.25 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 NE Insulated 1st Floor None 25 3 8 24 ft' 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangV # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 SE 1 Vinyl Low -E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds None 2 SE 2 Vinyl Low -E Double Yes 0.34 0.3 30.0 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 3 NE 3 Vinyl Low -E Double Yes 0.34 0.3 12.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 4 NE 3 Vinyl Low -E Double Yes 0.34 0.3 41.3 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 5 NW 4 Vinyl Low -E Double Yes 0.34 0.3 6.0 ft' 1 ft 4 in 0 ft 10 in Drapes/blinds Exterior 5 6 NW 4 Vinyl Low -E Double Yes 0.34 0.3 30.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 7 NW 5 Vinyl Low -E Double Yes 0.34 0.3 8.0 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds None 8 SW 6 Vinyl Low -E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 9 SW 6 Vinyl Low -E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 4 ft 8 in Drapes/blinds Exterior 5 10 SW 7 Vinyl Low -E Double Yes 0.34 0.3 24.1 ft' 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 11 SW 7 Vinyl Low -E Double Yes 0.34 0.3 20.7 ft' 2 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 424 ft' 424 ft' 53 ft 9.3 ft 1 5/30/2017 12:00 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 rnone Denr;_,5n!e 5/30/2017 12:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000289 1271.3 69.79 131.25 .26 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 28.6 kBtu/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 Se1Pnt 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 ft= DUCTS Supply -- Location R -Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 338 ft' Attic 84.5 ft' Proposed On 2nd Floor -- cfm 100.5 cfm 0.06 0.50 1 1 TEMPERATURES Programable Thermostat: Y Coolin an Feb Mar Venting Jan Feb Mar Ceiling Fans: Ma Aug Sepry X pr May l l Jun JulJul, lxl Aug rl Sep E Oct Nov Nov1Oct Oct Nov Dec Dec 5/30/2017 12:00 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM Rdi15_9f11d Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 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 5/30/2017 12:00 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* = 96 The lower the EnergyPerformance Index, the more efficient the home. 4610 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 (ft) 7. Windows" Description a. U-Faclor: Dbt, U=0.34 SHGC: SHGC=0.30 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) New (From Plans) 9. Wall Types R=13.0a. Frame - Wood, Exterior Single-family b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A R= 10. Ceiling Types No a. Under Attic (Vented) 1675 b. N/A R= c. N/A Area 11. Ducts 211.11 ft' a. Sup: Attic, Ret: Attic, AH: 2nd Floor ft' Efficiency 28.6 12. Cooling systems ff= a. Central Unit ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation 1.475 ft. R=13.0 0.300 Insulation Area R=0.0 601.00 ft' R=0.0 504.00 ft' R= 570.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1324.50 ft' R=7.0 787.11 ft' R=13.0 330.56 ft' R= ft' Insulation Area R=38.0 1163.00 ft' R= ft' R= ft' R ft' 6 338 kBtu/hr Efficiency 28.6 SEER:14.00 kBtu/hr Efficiency 28.6 HSPF:8.20 Cap: 40 gallons EF: 0.94 Pstat D-fHE Srq F fill a -- V s e COO WIE 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. 5/30/2017 12:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Job: Lot 38 Reagan Pointe 74... rDEL-AIR Manual S Com liance ReportPDate: 01.03.17 ou"'°•"'emirmumn 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 Cooling Equipment Design Conditions Outdoor design DB: 93.0°F Sensible gain: 21670 Btuh Outdoor design WB: 75.2°F Latent gain: 3501 Btuh Indoor design DB: 75.0°F Total gain: 25172 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 Sensible capacity: 22141 Btuh 102% of load Latent capacity: 4502 Btuh 1290/6 of load Total capacity: 26643 Btuh 106% of load SHR: 83% Entering coil DB: 76.1°F Entering coil WB: 63.1°F Heating Equipment Design Conditions I Outdoor design DB: 40.9°F Heat loss: 21379 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27689 Btuh 130% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 6.3 kW 101% of load Temp. rise: 61 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.6°F Capacity balance: 34 OF Economic balance: -99 OF 2017 -May -30 12:08:06 wrightsoft• Right -Suite® Universal 2017 17.0.23 RSU24010 Page 1 eaganPointe7498B%Lot38ReaganPointe7498BGRSW.rup Calc = MJ8 House laces: SW Job: Lot 38 Reagan Pointe 74... 4 DEL -AIR Component Constructions Date: 01.03.17 6fAiN0-AncamtronNG Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD; FL 32771 Phone: 407$31-2665 Project• • For: DAVID WEEKLEY HOMES Psion Conditic Location: 170 Indoor: Heating Cooling Orlando Sanford, FL, US 2.37 Indoor temperature (°F) 70 75 Elevation: 56 ft 13.0 Design TD (°F) 29 18 Latitude: 29°N sw Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 2.5 38.7 Dry bulb (°F) 41 93 Infiltration: 2.65 1084 Daily range (°F) - 17 ( M) Method Simplified 0.091 Wet bulb (°F) - 75 Construction quality Average 2849 Wind speed (mph) 15.0 7.5 Fireplaces 0 4.86 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W BWh/W.*F W--Fr91uh BWMp BWh BWhm• eluh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4' wood frm, 16" o.c. stud 13A-3ocs: Blk wall, stucco exl, r-3 ext bd ins, 8"thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (1.5 ft window ht, 1 ft sep.); 6.67 it head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 it overhang (2 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, Or low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (5 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (5.2 ft window ht, 4 it sep.); 6.67 It head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -9 innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (5.2 ft window ht, 4.7 ft sep.); 6.67 ft head ht ne 170 0.091 13.0 2.65 450 2.37 403 se 438 0.091 13.0 2.65 1159 2.37 1037 sw 185 0.091 13.0 2.65 489 2.37 438 nw 410 0.091 13.0 2.65 1084 2.37 971 all 1202 0.091 13.0 2.65 3182 2.37 2849 se 174 0.167 3.0 4.86 845 3.31 576 sw 178 0.167 3.0 4.86 866 3.31 591 nw 327 0.167 3.0 4.86 1588 3.31 1083 all 679 0.167 3.0 4.86 3299 3.31 2250 312 0.091 13.0 2.65 827 1.47 459 ne 42 0.340 0 9.89 412 22.5 934 ne 5 0.340 0 9.89 45 22.5 101 se 8 0.340 0 9.89 79 16.1 129 se 30 0.340 0 9.89 297 23.2 695 sw 16 0.340 0 9.89 154 23.2 362 sw 16 0.340 0 9.89 154 23.2 362 2017 -May -30 12:08:06 wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU24010 Page 1 ACCK ...eaganPointe7498B%Lot38ReaganPointe7498BGRSW.rup Calc = MJ8 House faces: SW 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, sw 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 2 ft sw 21 0.340 overhang (5.2 ft window ht, 2 ft sep.); 6.67 ft head ht all 45 0.340 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, nw 6 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft 446 overhang (3 ft window ht, 0.83 ft sep.); 6.67 ft head ht 907 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, nw 30 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft 135 overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 297 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, cir low -e innr, 1/4" gap, nw 8 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft 79 overhang (2 ft window ht, 11.67 ft sep.); 6.67 ft head ht 180 Doors 0 11JO: Door, mill fbrgi type se 24 0.600 11 D0: Door, wd sc type n 18 0.390 Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1163 0.026 gypsum board int fnsh Floors 20P -13t: Flr floor, frm fir, 6" thkns, r-13 cav ins, amb ovr 146 0.068 20P -13t: Fir floor, frm fir, 6" thkns, r-13 cav ins, gar ovr 416 0.068 22A-tpl: Bg floor, light dry soil, on grade depth 85 0.989 wrightsoft' Right -Suite® Universal 2017 17 0.23 RSU24010 Cni'.... eaganPointe7498B%Lot38ReaganPointe7498BGRSW.rup Calc = MJ8 House faces: SW 0 9.89 240 20.1 488 0 9.89 206 20.1 419 0 9.89 446 20.1 907 0 9.89 59 22.5 135 0 9.89 297 22.5 674 0 9.89 79 22.5 180 6.3 17.5 419 18.6 447 0 11.3 203 12.1 216 38.0 0.76 880 1.42 1649 13.0 1.98 289 0.99 145 13.0 1.98 822 0.99 411 0 28.8 2432 0 0 2017 -May -30 12:08:08 Page 2 DEL -AIR Pro ect Summa Job: Lot 3. Reagan Pointe 74... Date: 01.03.17 BFATNO•A/1lOHIjIibNNO 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 05.30.2017 Design Information Weather: Orlando Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 39 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18650 Btuh Structure 17884 Btuh Ducts 2729 Btuh Ducts 3786 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21379 Btuh Use manufacturer's data y 1.00Rate/swing multiplier Equipment load 21670 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2628 Btuh Ducts 873 Btuh Central vent (0 cfm) 0 Btuh Heat* Cool none) load 3501 BtuhArea (ftz 16N 167 Equipment latent Volume (W) 16059 16059 Air changes/hour 0.50 0.26 Equipment Total Load (Sen+Lat) 25172 Btuh Equiv. AVF (cfm) 134 70 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0300000A0 Cond CH14NB0300000A0 AHRI ref 9162305 Coil FB4CNP030L AHRI ref 9162305 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 27 -F Total cooling 28600 Btuh Actual air flow 953 cfm Actual air flow 953 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 34 OF Backup: Input = 6 kW, Output = 21528 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017 -May -3012:08:06 t Wrl I1LSOti`L' 9 Right -Suite® Universal 2017 17.0.23 RSU24010 Page 1 eaganPointe7498B\Lot38ReaganPointe7498BGRSW.rup Calc - MJ8 House faces: SW i DEL-AIR Right -J® Worksheet Job: Lot 38 Reagan Pointe 7498 ... 5E8W-M"`°"°"°'"° Entire House Date: 01.03.17 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407831-2665 1 Room name Entire House Kitchen 2 Exposed wall 231.5 ft 25.0 fl 3 Room height 9.1 ft 9.3 it heat/cod 4 Room dimerrsi,, 1.0 x 246.8 H 5 Room area 1764.3 ft' 246.8 W Ty construction U -value Or HTM Area (it') Load Area (ft) Load number Btuh/ft'-'F) Btulvitz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat Cool Gross I WP/S Heat Cool 6 Vy 12C-0sw 0.091 ne 2.65 2.37 216 170 450 403 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 42 0 412 934 0 0 0 0 2B-2fv 0.340 ne 9.89 22.45 5 0 45 101 0 0 0 0 V" 12C-0sw 0.091 se 2.65 2.37 446 438 1159 1037 0 0 0 0 11 G 2A-2ov 0.340 se 9.89 16.14 8 9 79 129 0 0 0 0 13A-3ocs 0.167 se 4.86 3.31 228 174 845 576 88 8s 429 293 2A-2ov 0.340 se 9.89 23.18 30 0 297 695 0 0 0 0 11J0 0.600 se 17.46 18.63 24 24 419 447 0 0 0 0 12C-0sw 0.091 sw 2.65 2.37 216 185 489 438 0 0 0 0 2A -20v 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 2A -20v 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 13A-3ocs 0.167 sw 4.86 3.31 223 178 866 591 0 0 0 0 Ij 2A-2ov 0.340 sw 9.89 20.13 24 12 240 488 0 0 0 0 2A-2ov 0.340 sw 9.89 20.13 21 10 206 419 0 0 0 0 12C-0sw 0.091 rw 2.65 2.37 446 410 1084 971 0 0 0 0 2A-2ov 0.340 nw 9.89 22.45 6 0 59 135 0 0 0 0 7A-2ov 0.340 nw 9.89 22.45 30 0 297 674 0 0 0 0 Yy 13A-3ocs 0.167 nn 4.86 3.31 335 327 1588 1083 144 144 701 478 L-6 2A -2w 0.340 rnv 9.89 22.45 8 0 79 180 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 330 312 827 459 330 312 827 459 I_D 11DO 0.390 n 11.35 12.11 18 18 203 216 18 18 203 216 C 16B -38M 0.026 0.76 1.42 1163 1163 880 1649 0 0 0 0 F 20P -13t 0.068 1.98 0.99 146 146 289 145 0 0 0 0 F 2OP-131 0.068 1.98 0.99 416 416 822 411 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 601 85 2432 0 247 25 719 0 6 c) AED excursion 1285 112 Envelope losstgain 14375 13189 2879 1334 12 a) Infiltration 4275 1375 471 152 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/dher 2400 1200 Subtotal (lines 6 to 13) 18650 17884 3350 2686 Less external Toed 0 0 0 0 Less transfer 0 0 0 0 Redistribution 00 0 0 14 Subtotal 18650 17884 3350 2686 15 Duct loads 15% 21% 2729 3786 100/0 109/0 335 269 Total room load 21379 21670 3685 2954 Air required (dm) 853 953 164 130 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wril h11soR2017-May-3012:08:06s+ 9 Right -Suite® Universal 2017 17.0 23 RSU24010 Page 1 eaganPointe7498B\Lot38ReaganPointe7498BGRSW.rup Calc = MJ8 House faces: SW DEL -AIR Right -l® Worksheet Job: Lot 38 Reagan Pointe 7498 ... a''" Entire House Date: 01.03.17 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING Al f.MIR o WAY SANFORD. FL 32771 Phone: 407-831-2665 1 Room name Powder Dining/Family 2 3 Exposed wall Room height 5.5 ft 9.3 ft heat/cool 54.0 It 9.3 ft heat/cool 4 Room imerlsiorts 60 x 5.5 ft 1.0 x 321.5 ft 5 Room area 33.0 ft' 321.5 iN Ty Constniction U -value Or HTM Area (ft') Load Area (ft') Load I number BtuWft?'F) Btt"W) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat I Cod Gross WP/S Heat Cod Gross N/P/S Heat Cod 6 Vy 12C-0sw 0.091 no 2.65 2.37 0 0 0 0 0 0 0 0 GG 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 0 0 0 II 2B -21v 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 se 2.65 2.37 0 0 0 0 0 011G2A-2ov 0.340 se 9.89 16.14 0 0 0 0 0 0 0 VLZ 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 140 86 0 416 297 283 6952A-2ov 0.340 se 9.89 23.18 0 0 0 0 30 11J0 0.600 se 17.46 18.63 0 0 0 0 24 24 419 447 Vy 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 0 0 0 0 I-- 2 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0l2A-2ov 13A-3ocs 0.340 0.167 sw sw 9.89 4.86 23.18 3.31 0 0 0 0 0 0 0 223 178 866 591 Tj 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 24 6 240 488 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 21 5 206 419 12C-0sw 0.091 nw 2.65 2.37 0 0 0 0 0 0 0 0 Ij 2A -2w0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 0 0 0 02A-2ov 0.340 nw 9.89 22.45 0 0 0 0 Vy 13A-3ocs 0.167 nw 4.86 3.31 51 51 249 170 140 132 639 436 G ZA-2ov 0.340 nw 9.89 22.45 0 0 0 0 8 0 79 180 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 L D 1100 0.390 n 11.35 1211 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 0 0 0 0 0 0 0 0 F 20P -13t 0.068 1.98 0.99 0 0 0 0 0 0 0 0 F 2OP-131 0.068 1.98 0.99 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 28.78 0.00 33 6 158 0 322 54 1554 0 6 c) AED excursion 8 75 Envelope loss/gain 407 161 4715 3464 12 a) IMiltration 104 33 1018 327 0b) Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 0 0 3 690 0Appliances/other 0 Suototal (lines 6 to 13) 511 195 5733 4481 Less external load 0 0 0 0 0 0Lesstransfer0 0 0 0 0 0 14 RedistritxAion Subtotal 511 195 5733 4481 15 DW loads 100/0 100/0 51 19 10% 109/0 573 448 Total room load 5621 214 6307 281 4929 217Airrequired (cfm) 25 9 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. J'- wri 2017 -May -30 12:08:06 Right -Suite® Universal 2017 17.0.23 RSU24010 Page 2 eaganPointe7498B%Lot38ReaganPointe7498BGRSW.rup Cato = MJ8 House faces: SW 1DEL--AIR Right -l® Worksheet Job: Lot 38 Reagan Pointe 7498 ... muffN0'M Entire House Date: 01.03.17 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.831-2665 1 Room name Mstr Bdrm Mstr WC 2 Exposed wall 31.5 it 3.5 it 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 1.0 x 249.5 ft 3.5 x 6.5 ft 5 Room area 249.5 ft° 22.8 ft' Ty Constriction U -value Or HTM Area (ft°) Load Area (f z) Load number Bluh/fl?'F) BtuhNt3) or perimeter (ft) Blah) or perimeter (ft) Btuh) Heal Cod Gross I N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vy 12C-0sw 0.091 ne 2.65 2.37 95 53 140 125 32 32 83 75 2A-2ov 0.340 no 9.89 22.45 42 0 412 934 0 0 0 0 213-21v 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 se 2.65 2.37 189 181 479 429 0 0 0 0 11 C 2A -2w 0.340 se 9.89 16.14 8 4 79 129 0 0 0 0 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 0 02A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 11,10 0.600 se 17.46 18.63 0 0 0 0 0 0 0 0 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 0 0 0 0 I-- G 2A -2w 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0I --G 2A-2ov 13A-3ocs 0.340 0.167 sw sw 9.89 4.86 23.18 3.31 0 0 0 0 0 0 0 0 0 0 0 Tj 2A -2w0.340 sw 9.89 20.13 0 0 0 0 0 0 0 0 0 0 0 02A-2ov 12C-0sw 0.340 0.091 sw nw 9.89 2.65 20.13 2.37 0 0 0 0 0 0 0 0 0 0 0 0 L2 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 0 0 0 0 02A-2ov 0.340 nw 9.89 22.45 0 0 0 Vy 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 0L ----G 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 0 0 0P12C-Osw 0.091 2.65 1.47 0 0 0 0 L -D mo 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 250 250 189 354 23 23 17 32 F 20P-131 0.068 1.98 0.99 26 26 52 26 9 9 17 9 F 2OP-131 0.068 1.98 0.99 223 223 442 221 14 14 28 14 F 22A-tpl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 30 S Envelope loss/gain 1 1793 2189 146 123 12 a) Infiltration 575 185 64 21 0b) Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 0Appliances/other 600 Subtotal (lines 6 to 13) 2367 3204 1210 144 Less external bad 0 0 0 0 0 0Lesstransfer0 0 0 0 0 0 14 Redistribution Subtotal 2367 3204 210 144 15 Duct bads 20% 1 290/6 463 929 2D% 299/6 41 42 Total room bad I 2830 4132 250 186 8 Air required (dm) 126 182 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoTt' 2017 -May -30 12:08:06 9 RightSuiteO Universal 2017 17 0.23 RSU24010 Page 3 AGG....eaganPointe7498B%Lot38ReaganPointe7498BGRSW.rup Cab = MJ8 House faces: SW 1' DEL -AIR Right -M Worksheet Job: Lot 38 Reagan Pointe 7498 ... N01"'°"°"m Entire House Date: 01.03.17 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 1 Room name Mstr Bthrn Mstr WIC 2 Exposed wall 21.5 H 6.0 It 3 Room height 9.0 H heat/cool 9.0 it heat/cod 4 Room dimensions 1.0 x 122.5 H 11.5 x 6.0 K 5 Room area 122.5 W 69.0 W Ty Constriction U -value Or HTM Area (W) Load Area (ft) Load number Btuh/ft?'F) BtuNft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cod Gross N/P/S Heat I Cod Gross N/P/S Heat Cod 6 Vj/ 12C-0sw 0.091 no 2.65 2.37 90 86 226 203 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 9.89 22.45 5 0 45 101 0 0 0 0 12C-0sw 0.091 se 2.65 2.37 0 0 0 0 54 54 143 128 11 2A-2ov 0.340 se 9.89 16.14 0 0 0 0 0 0 0 0 13A3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 02A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 11.10 0.600 se 17.46 18.63 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 0 0 0 0 IL -- GG 2A-2ov 0.340 sw 9.89 23.18 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 0 0 013A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 0 0 0 0 02A-2ov 0.340 sw 9.89 20.13 0 0 0 0 0 0 0 12C-0sw 0.091 rnv 2.65 2.37 104 104 274 245 0 0 0 0 Tj 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 0 02A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 y/ 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 t ---G 2A-2ov 0.340 rry 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 LD 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16838ad 0.026 0.76 1.42 123 123 93 174 69 69 52 98 F 20P-131 0.068 1.98 0.99 50 50 98 49 0 0 0 0 F 20P -13t 0.068 1.98 0.99 73 73 144 72 23 23 46 23 F 22A4pl 0.989 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 39 11 Envelope bss/gain 880 805 241 237 12 a) Infiltration 392 126 109 35 b) Room ventilation 0 0 0 0 13 Internal gains: OccupeMs Q 230 0 0 0 0 0Appliances/other 0 Subtotal (lines 6 to 13) 1272 931 350 272 Less external Toed 0 0 0 0 0 0Lesstransfer0 0 0 0 0 0 14 Redistribution Subtotal 1272 931 350 272 15 Duct toads 20% 29% 249 270 20% 29% 68 79 Total room load I 15211 1201 419 351 Air required (cfm) 68 53 19 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 11"w htsoft 2017 -May -3012:08:06 j+- Q9 Right -Suite® Universal 2017 17.0 23 RSU24010 Page 4 eaganPointe7498B%Lot38Rea9anPointe7498BGRSW.nrp Calc = MJ8 House faces: SW J , DEL -AIR Right -J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING S31 CODISCO WAY. SANFORD. FL 32771 Phone: 407-831-2665 Job: Lot 38 Reagan Pointe 7498 ... Date: 01.03.17 By: BENTLEY 1 Room name Btivm 2 Bdnn 2 2 3 I Exposed wall Room height 5.5 If 9.0 H heat/cod 28.5 ft 9.0 It heWcool 4 Room dimensions 11.5 x 5.5 H 1.0 x 176.5 H 5 Room area 63.3 ft' 176.5 fN Ty Construction U -value Or HTM Area (ft') Load Area (ft) Load number BtuWflt--'F) BtuWft') or perimeter (ft) Bluh) or perimeter (H) Btuh) Heat I Cod Gross WP/S Heat Cod Gross WP/S Heat I Cod 6 Vjl 12C-0sw 0.091 ne 2.65 2.37 0 0 0 0 0 0 0 0 2A-2ov 0.340 no 9.89 22.45 0 0 0 0 0 0 0 0 0 0I- GG Vy 2B-2fv 12C-0sw 0 340 0.091 ne se 9.89 2.65 22.45 2.37 0 50 0 50 0 131 0 117 0 153 0 153 405 363 11 Lf 2A-2ov 0.340 se 9.89 16.14 0 0 0 0 0 0 0 0 0 0 0 013A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 02A-2ov 0.340 se 9.89 23.18 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 0 0 0 104 0 88 0 233 0 208 Vy 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 16 0 154 3622 II_ --GG 2A -2w0.340 2A-2ov 0.340 sw sw 9.89 9.89 23.18 23.18 0 0 0 0 0 0 0 0 0 0 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 Tj13A-3ocs 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 0 0 0 0 0 0 0 0 0 02A-2ov 12C-0sw 0.340 0.091 sw rrw 9.89 2.65 20.13 2.37 0 0 0 0 0 0 0 0 0 0 LL__..GG 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A -2w 0.340 nw 9.89 22.45 0 V/ 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 rnv 9.89 22.45 0 0 0 0 0 0 0 0 0 0 0 0P12C-0sw 11DO 0.091 0.390 n 2.65 11.35 1.47 12.11 0 0 0 0 0 0 0 0 0 0 C 168-38ad 0.026 0.76 1.42 63 63 48 90 177 177 134 250 F 2OP-131 0.068 1.98 0.99 0 0 0 0 43 43 84 42 F 20P -13t 0.068 1.98 0.99 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-1pl 0.989 28.78 0.00 0 0 0 0 6 c) AED excursion 10 113 Envelope loss/gain 179 197 1010 1338 12 a) Infiltration 100 32 520 0 167 0b) Room ventilation 0 0 13 Internal gains: Occupants Q 230 0 0 0 010Appliances/other 0 Subtotal (lines 6 to 13) 1 279 230 1530 1505 Less external load0 0 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 279 230 1530 1505 15 Duct loads 20% 29% 55 67 20% 29% 299 436 Total room load 3341 296 1829 82 1942 85 Air required (dm) 15 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri httsoft 2017 -May -30 12:08:06 i 9 Right -Suite® Universal 2017 17.0.23 RSU24010 Page 5 eaganPointe7498B1Lot38ReaganPointe7498BGRSW.nup Calc = MJ8 House faces: SW DEL-AIR Right -J® Worksheet Job: Lot 38 Reagan Pointe 7498 ... Entire House Date: 01.03.17 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 1 Room name Bdnn 3 Utility 2 Exposed wall 28.0 H 6.5 ft 3 Room height 9.0 H heat/cool 9.0 R heat/cool 4 Room dimensions 1.0 x 187 8 ft 12.5 x 6.5 it 5 Room area 187.8 H' 81.3 it' Ty Construction U -value Or HTM Area (H') Load Area (112) Load number Btuh/fl='F) Bt ft') or perimeter (ft) Bt uh) or perimeter (H) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vy 12C-0sw 0.091 nye 2.65 2.37 0 0 0 0 0 0 0 0 GG 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 ll 28-21v 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 se 2.65 2.37 0 0 0 0 0 0 0 0 11 2A-2ov 0.340 se 9.89 16.14 0 0 0 0 0 0 0 0 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 0 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 sw 2.65 2.37 113 97 257 230 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 0 0 0 0 II_- GG 2A-2ov 0.340 sw 9.89 23.18 16 0 154 362 0 0 0 0 y/ 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 0 0 0 0 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 0 0 0 0 Lam_((;; 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 0 0 0 0 12C-0sw 0.091 rwv 2.65 2.37 140 140 369 331 59 53 139 124 Ij 2A-2ov 0.340 rw 9.89 22.45 0 0 0 0 6 0 59 135 2A-2ov 0.340 rrw 9.89 22.45 0 0 0 0 0 0 0 0 y/ 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 t -G 2A-2ov 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 0 0 0 0 LD 11D0 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.76 1.42 188 188 142 266 81 81 61 115 F 2OP-131 0.068 1.98 0.99 19 19 38 19 0 0 0 0 F 20P -13t 0.068 1.98 0.99 0 0 0 0 0 0 0 0 F 22A4pl 0.98.9 28.78 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 109 38 Envelope loss/gain 960 1316 260 413 12 a) Infiltration 511 164 119 38 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 1471 1480 3781 1051 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1471 1480 378 1051 15 Duct bads I 2D% 01 287 429 20% 29% 74 305 Total room load 1 17581 1910 452 1356 Air required (cfm) I 78 84 20 60 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. writ htsvTt 2017 -May -3012:08:06 9 RightSuile® Universal 2017 17.0.23 RSU24010 Page 6 IGC....eaganPointe7498B\Lot38ReaganPointe7498BGRSW.rup Cele = MJ8 House faces: SW J1DEL--AIR Right -M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-831-2665 Job: Lot 38 Reagan Pointe 7498 ... Date: 01.03.17 By: BENTLEY 1 Room name Loft/Stairs 2 Exposed wall 16.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 190.5 ft 5 Room area 190.5 ft' Ty construction U -value Or HTM Area (it) Load Area Load I number Btuh/(t'-'F) Btt"ft2) or perimeter (R) Bluh) or perimeter Heat I Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6Vy 12C-0sw 0.091 ne 2.65 2.37 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 0 0 0 0 II--- 2B-2fv 0.340 ne 9.89 22.45 0 0 0 0 Vy 12C -Mw 0.091 se 2.65 2.37 0 0 0 0 11 G 2A -20v 0.340 se 9.89 16.14 0 0 0 0 13A-3ocs 0.167 se 4.86 3.31 0 0 0 0 2A-2ov 0.340 se 9.89 23.18 0 0 0 0 11J0 0.600 se 17.46 18.63 0 0 0 0 12C-0sw 0.091 sw 2.65 2.37 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 2A-2ov 0.340 sw 9.89 23.18 0 0 0 0 Vy 13A-3ocs 0.167 sw 4.86 3.31 0 0 0 0 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 2A-2ov 0.340 sw 9.89 20.13 0 0 0 0 0.091 nw 2.65 2.37 144 114 302 270 2A-2ov 0.340 rtw 9.89 22.45 0 0 0 0 Ij12C- 0sw 2A-2ov 0.340 rrw 9.89 22.45 30 0 297 674 Vy 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 VLG 2A -2w 0.340 nw 9.89 22.45 0 0 0 0 P 12C-0sw 0.091 2.65 1.47 0 0 0 0 LD 11DO 0.390 n 11.35 12.11 0 0 0 0 C 16B 3Sad 0.026 0.76 1.42 191 191 144 270 F 20P -13t 0.068 1.98 0.99 0 0 0 0 F 20P -13t 0.068 1.98 0.99 83 83 163 82 F 22A4pl 0.989 28.78 0.00 0 0 0 0 6 c) AED excursion 315 Envelope loss/gain 906 1611 12 a) Infiltration 292 94 b) Room ventilation 0 0 13 Internal gains: Occupants Qher 230 0 0 A 0 Subtotal (lines 6 to 13) 1198 1705 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1198 1705 15 Duct loads 2D% 29% 234 494 Total room load 1432 2199 Air required (dm) 64 97 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft' Ri ht -Suite® Universal 2017 17.0.23 RSU24010 2017 -May -30 12: ge 7gPage7 eaganPointe7498B\Lot38ReaganPointe74988GRSW.rvp Calc = MJ8 House faces: SW Job: Lot 38 Reagan Pointe 74... DEL -AIR Duct System Summary Date: 01.03.17 etarNo•nncmmmonNo 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 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.255 in/100ft 953 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.255 in/100ft 953 cfm 133 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 c 1942 82 85 0.313 6.0 Ox 0 VIFx 23.6 85.0 st2 Bdrm 3 c 1910 78 84 0.310 6.0 Ox 0 VIFx 24.8 85.0 st2 Bthrm 2 h 334 15 13 0.327 4.0 Ox 0 VIFx 19.1 85.0 st2 Dining/Family h 3153 141 108 0.255 7.0 Ox 0 VIFx 38.3 95.0 SO Dining/Famiy-A h 3153 141 108 0.265 7.0 Ox 0 VIFx 33.5 95.0 stl Kitchen h 3685 164 130 0.265 7.0 Ox 0 VIFx 33.5 95.0 stl Loft/Stairs c 2199 64 97 0.360 6.0 Ox 0 VIFx 9.4 85.0 st2 Mstr Bdrm c 2066 63 91 0.350 6.0 Ox 0 VIFx 12.0 85.0 st2 Mstr Bdrm-A c 2066 63 91 0.356 6.0 Ox 0 VIFx 10.4 85.0 st2 Mstr Bthrm h 1521 68 53 0.346 5.0 Ox 0 VIFx 13.4 85.0 st2 Mstr We h 250 11 8 0.340 4.0 Ox 0 VIFx 14.9 85.0 st2 Mstr WIC h 419 19 15 0.342 4.0 Ox 0 VIFx 14.4 85.0 st2 Powder h 562 25 9 0.262 4.0 Ox 0 VIFx 34.6 95.0 stl Utility c 1356 20 60 0.323 5.0 Ox 0 VIFx 20.1 85.0 st2 Supply Trunk Detail Table 2017 -May -30 12:08:07 wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU24010 Page 1 91Ai1•...eaganPointe7498B\Lot38ReaganPointe7498BGRSW.rup Calc = M.18 House faces: SW Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 470 356 0.255 599 12.0 0 x 0 VinlFlx st2 Peak AVF 483 597 0.310 558 14.0 0 x 0 VinlFlx 2017 -May -30 12:08:07 wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU24010 Page 1 91Ai1•...eaganPointe7498B\Lot38ReaganPointe7498BGRSW.rup Calc = M.18 House faces: SW Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 953 953 0 0 0 0 Ox 0 VIFx 2017 -May -30 12:08:07 wrightsoft' Right-Sufte® Universal 2017 17.0.23 RSU24010 Page 2 AM ...eaganPointe7498B%Lot38ReaganPointe7498BGRSW.rup Calc = MJ8 House faces: SW RECORD COPY PLOT PLAN LEGAL DESCRIPTION: LOT 38, 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 M r 0 EUREKA LANE SANFORD, FLORIDA 32773 81° 1i-1(o8O Sanford, FL 32773 Z' 4610 Eureka Lane= Proposed Elevation Area Calculations fff - Total Lot Area= 2,319 sq it (100%) Impervious Area= 1,200 sq ft (52°/x) Ok to construct Single Family home with setbacks andPerviousArea= 1,119 sq ft (48%) impervious area shown on plan. Elevations are based on civil grading plans. Lot is Type "A" Grading Plan Q' o i Tract "B" G` C, God Open Space / Recreation r, s (Common Area) o ,•: a 9 9 901 Its, 01 e...h:::. J. Aa h ' Qo`..:: Lot 38::'.. o st o5 a2'`O Xis \ '°`` tl yea to 4 1 3.. h9h ``' F °h"'•. No Lot 39 f ayJ GrO Sa f h oa/ L1 '1> n, O\ o N 49°08'32" W 29.00'(P) x' 9, 0a C37 R=10.00'(P) L=1 5.71'(P) 6=90°00'00"(P) Chord Bearing= N 04°08'32" W 14.14'(P) S 00°00'00" E 00.00'(M) Field Date: 5/2312017 Date Completed: 5/24/2017 Drawn By: IVI.C, File Number.IS-37650 PP Legend CalculatedPC Point 01 Curvature Centedlna pg. .Papa COnCiet: Block pl - Point of Intereagbn CM Concrete Monumard P O.B.- Poinl of Baelnnbp COnm Concrete P,D.L - POInt On % D Deacrlptbn pp - Power Polls DE Drainage Easerrtam PRM - Permanent Reference Eamt. Easernam Monurnanl F.E.MA . Federal Eementmergency PT - Point of T-Vency ManagAperry R - Rookie FFE FNbMO Floor FJwation Rad • Radial FncL Found R&C • Rebar b Cap IP on P40 Rem • Recovered L Length (Arc) Rfd • Roofed M MeattWO Sol Sot W Reber 8 N&D Nal 8 Disk Rebar Cap *L8 7823' N.R. Non•Radld Typ. -Typbd ORB official Rtt h Book UE - Utalty Easemtrd P Pial WN1 -Water Mete P.B. Plat Back Delta (Central Araya) C1_ Wood Ferre 0- - Chain Link Faroe 9O60 s3 9• P.T. located on Lot 40 1, This is NOT a Boundary Survey Graphic Scale 1 2 40' Scale: 1"=20' Suney N Meed upon the Lagat Description Supplied by Nem. Abut"Properties Deed, have NOT been Researdhed fpr Gaps, Overaps and/or Hill— Su --many Easements and/or Restrictionsof Record. eesrng basis shown hereon b Assumed and Meed upon the Um Denoted with a'•e'. auilding Ties are NOT to be used to reconstruct Property Lines. Ftnce Own"ship Is NOT determined. Roof Overhangs. Underground Utilities and/or Foots have NOT been located UNLESS otherwise noted Septic Tanks and/or Dwinfield locations are approximate and MUST be veAlied by appropriate Utility Location Cornpanies Use of This Survey for Purposes other than Intended Without written VerRcatien. Win be at the Uses Sole Risk and Without Liabeity to the Surveyw. Nothing Hereon shall be Construed to gM ANY Rights W eenehts to Anyone Other than Nose Certified. POINTS OF INTEREST - PROPOSED CONCRETE DRIVEWAY AND SIDEWALK CROSSES 5' UTILITY EASEMENTS. CDoeuSlpned by: k IM(AA&I BTCE063FCAE54EB... oa and Cerrrid to the Best of my KnoMedyt and Bdlel as rt der my Direction on the Data Shown. Bawd on Infomdllon 1 NOtod and Cordorms to this Stondorde of Prectloo to the State of Flodde In accordance with Chapter S,Y17.052 Irnlnls"Ove Codes. Pursuant tyaelbn e12=7 Florida Ireland & Associates Surveying, Inc. 1301 S. International Parkway Sulte 2001 Lake Mary, Florida 32746 www.lrelandsurveying.com ONice-407.678.3366 Fax -407.320.8165 2 way 4' SAN to sewer IReo gc.rns Pointe Lo. -t 38 W C it LLJ N r- J O LLJ a- Q + Ln ° Ld N N c LLJ c 2 -0 i Z Q N O c U p U Q c H 0 C 0- Z T Q LLJ LLJ i Z Z •pi LLJ 0 v Z Q 1-- 00 O Q Jr Q i# Ld 0- N C V LLJ N ry i LLJ O V) RECORD COPY 24' 3' 11'6" 19'6--- 2ND FLOOR TRUSS LAYOUT 1ST FLOOR TRUSS LAYOUT SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6 6' HEEL BRIG. 8 1 V16" PLUMB CUT' ' TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF Q - 9'-4' HEIGHT 8) THA422 9) HHUS46 19'-6' HEIGHT 0'-0' HEIGHT 0'-0' HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE SIM HC DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOW ON TRUSS ENGINEERING, SPECIAL CONSIDERATIONS FOR MECHANICAL EOUPNENT MUST SEa0UGItAYYED BYTMBURDER pICAPPROVEp TRUSS LTRUSS ACEYOUTUT PRIOR TO FABRICATION. TNS COMPANY IS A TRUSS MANUFACRIRMN TIHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WICA I -ITIS 'DESIGN RESPONSIBILITIES'. ACCORDINGLY. IT DISMA34 ANY RESPONSIBILITIES AND/OR LIABILITY FOR TNM CONSTRUC110H DESIGN. DRAWWGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVIiNTIONAL FRAMING ERECTION AND/OR PERMANENT BRACING IS MNG ERECTION WAGING MIC H IS ALWAYS REQUIRED TO NT TOPPLING AND DOMINOING DURING ERECTION; AND KENT BRACING WNICH MAY BE REQUIRED IN SPECIFIC wRONS SEE -WIDE M 0000 PRACTICE FOR HANDLING LDNG RESTRAINING ! BRACING OF METAL PLATE CONNECTE TRUSSES RECOMMENDATIONS' 2OD6) FOR FURTHER INFORMATION. ES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB X MERE NO SHEATHING IS APPLIED 06MCTLY TO TW R BOTTOM WORDS, THEY SHALL BRACEDBRACAS SPECIFIED E ENGINEERED OESICRL TRUSSES SHALL BE HANDLED WITH NABLE CARE DURING ERECTION TO PWKNT DAMAGE OR ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU—SPAN TRUSS CO. 407-321-1440/386-872-5098/352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE DAVID WEEKLEY HOMES 7498 — 8 LOT/BUU V LOT 38 REAGAN POINTE SCALE DATE DRAWN BY ,GIB NUMBER 5-23-17 CRH 116659 RECORD COPY 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 H FL1999 Page 1 of I Document ID:IWI2408-Z 1624082516 Truss Fabricator: Accu -Span Truss Conpany Job Identification: 16658-/7498 - B -DAVID WEEKLY -- Lot 38 Reagan Pointe Truss Count: 37 Model Code: Florida Building Code Sth Edition (2014) Truss Criteria: TPI-2007(STD) Engineering Software: Alpine Software,Versions 15.01, 16.01. Structural Engineer of Record: The identity of the structural EOR d i d not exist as of Address: the seal date per section 61615-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF is 1.25 Duration Floor - 55.0 PSF ® 1.00 Duration Wind - 139 BPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drafting date shown on this index sheet oust notch the date shone on the individual truss component drawing. 3. As shown on attached drawings; the drawing nunber is preceded by: HCUSR408 Details: STRBRIBR-BRCLBSUB-14030EC1-GBLLETIN-DEFLCABB- Ref Descri tion Drawin # Date 1 73147--A1 17143668 05/23/17 2 73148--A2 17143638 05/23/17 3 73149--A3 17143656 05/23/17 4 73150--A4 17143639 06/23/17 5 73151 --AS 17143645 06/23/17 6 73162--A6 17143640 05/23/17 7 73153--A7 17143651 05/23/17 8 73154--A8 17143648 OS/23/17 9 73156--A9 17143653 05/23/17 10 73156-41 17143637 05/23/17 11 73157--B2 17143670 05/23/17 12 73158-41 17143659 05/23/17 13 73159-42 17143649 05/23/17 14 73160-43 17143669 05/23/17 15 73161-43A 17143658 05/23/17 16 73162-44 17143662 05/23/17 17 73163-44A 17143660 05/23/17 18 73164-446 17143175 05/23/17 19 73165-45 17143176 05/23/17 20 73166-46 17143666 06/23/17 21 73167-46A 17143663 05/23/17 22 73168-47 17143664 05/23/17 23 73169-47A 17143661 05/23/17 24 73170-476 17143657 05/23/17 25 73171-48 17143667 05/23/17 26 73172-49 17143671 05/23/17 27 73173--FG1 17143665 OS/23/17 28 73174--FG2 17143647 05/23/17 29 73175--FG3 17143655 05/23/17 30 73176-404 17143652 05/23/17 31 73177--EJ2 17143650 05/23/17 32 73178--EJ7 17143644 05/23/17 33 73179--CJ1 17143643 05/23/17 Kr— ill- A498 A V EEK YY-Lt 4a0ic '• ORS •,• a IL ea 0A This doarmem lus bem eleetroniollr signed and sealed using a Digital Signature. Printed copies without an original signature must be verified using the original electronic version. 05/24/2017 Douglas Fleming Truss Design Engineer - 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 J N-DING S01FOR 0 EPAR 16x0 11 38 Ref Descri tion Drawin # Date 34 73180--CJ3 17143642 05/23/17 35 73181 --CJS 17143641 OS/23/17 36 73182--HJ2 17143654 05/23/17 37 73183-4J7 17143646 05/23/17 J N-DING S01FOR 0 EPAR 16x0 11 38 I, Iooaa-/7q`JC - C -UwvIU wLLKLT -- Lot 30 Keagan rointe - RI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A 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. 3X4(A1) =_ '/%' DAD W 3X4(A1) L" 4- l?e 4 X41 L 12-0-0 _I_ 12-0-0 _I 24-0-0 Over 2 Supports R=1043 U=118 W=4" . A S` fCt1p-118 W=4" RL=150/-150 /. 20-4-0 6-4-3 05/24/2017 Design Crit: FBC2014Res/TPI-2007(STD) "/ r • PLT TYP. Wave FT/RT=096 096 /0 0 15 1. 06 .0 2 /-/2/-/-/R/- Scale=.25"/Ft. apO 2 I'0O L9 AN n'W mMRANY MARNINGI•• MFAO AMO FOLIA ALL MOPES a THIS NIA11NG1 IwaffA•• nMa1SH THIS DMAMIMO TM ALL COMIMACIM113 MOIMMWITI¢ MTIMSTAU.M. T=u.r. rbu1re ntre.. e.r. .n I.•r.-1.9. .-1I e. .e.pp., . 1 .$11.p ...• erb .,p. bf.r t. •..a aM _: b1tlw. e/ 1 tw1lpl,.p Cpe....,a S.r.y ler.r..t1m. >,, ,.I ..,• nu, rer ..rar pr«t1e.>I 1 P. p.rr•rsl,.p tn•b /..,e[ IMt•1Iw. .n.11 prer.M t or......e..a p.r SCSI. W.... Mtb •tMr- ep CMra .1..11 M prep.rlr .tt•C1M• al—ter.l >MKpinp ..,p eett0• CMr• M.»I ...v. . prep.=.,• t Ip10 •Il l.q. L«NIeM Low. for p.r..nw.t I.t.r.l r•str.lnt / e.e..n.l l M pr«Ir• IMt.I lbtp.r Sl S) or M/•, a .ppl. l . Appy plu.. t• •«n r«. or tru.. p«.um .> .Inw. •eee• wW aMtJ•II.< Oet•11>. .w l•.. Mab erlNM.>.. N•I- t• Or.•l.p. 1.OA-Z rer .twbNa plat• p«.t1oM Alp.M, . •...... .r ITO w.—M e..pe•.e > Gr—p 1— .n.11 Mt .e r..peM.el. r.r •n, •w,.•t.en Ire. L. Inp, b. f.11w• t. -11. tM I,— In ebrw...o. •I— MSI/T 1 /, or fw —.In,. Mlppinp,• Mt.l I.t.w.. pr Ie .I tru,b>. T LL i * DL ATE DL 9 j • Q'.•' LL C ••'C R0066.0 TOT. LD. yy j Y f• 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 73147 DATE 05/23/17 DRW HCUSR408 17143668 HC -ENG KD/DF SEQN- 736993 24MLileO p Dr. Swit 150 011mdp,FL 32837 FL COA IID 278 wl —,-1. •rwllp w p••M P4 11•t ll» NI• d—I p. IMIe•t•• ssPt•re• .1 pMfw 1pMl "I—ring. rbpwolpll Iq bl•ly fw HI. •••101 p>i•wl. 7M wITJ•Illq wr w •f NI. •r•.I7 I•r wry •VaLttH 1•/ r..•wl.IGlllt, •f tn. Mill ding p•..VI.r p., ANSI/TPS T S«.:. F.r a Infwvt.en .b anl. fee'. •w..r.l M . p.p. w tMf. •.p .It.f: ALPINE .w,•Ip..r.t..eb; TPI - w•,tp.n>t.wp; MICA: •w,..e.Mu.<r,.ee.: ICC: w «..I.DoU I yNAL Fleming Lie Number: 66648 OUR .FAC . SPACING 1.25 24.0" FROM RF JREF- 1W12408 Z16 05/24/2017 Ibb5V-/14V1% - IS -UAVIV WLLKLT -- Lot 35 Keagan Pointe - AZ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP N2 Dense Bot chord 2x4 SP 82 Dense Webs 2x4 SP p3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC a 24" OC. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.55 ft. from roof edge. 4X4 _ 4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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. Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4(A1) =_ '^' = ° n° 3X4(A1) _ l 4- L 4 341 L 11-0-0 _I_2 -0 -OJ_ 11-0-0 J 24-0-0 Over 2 Supports R=988 U=119 W=4" , A S 119 W=4" RL=139/-139 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) off 'W,P' %I',_c • PLT TYP. Wave FT/RT=096 096 /0 0 15 1.0,.06 .0 Q 1 /-/2/-/-/R/- Scale=.25"/Ft. WARNING,•• WAD AM FOLIA ALL NOTES a IN13 ORMINGI • 7IWiONrANr•• NMISN 71113 DRA•INO TO ALL DONIMCIA3 INCUYING M 11WALLIM. • T LL 20.0 PSF REF R408-- 73148 rr . • rpusH •.trr cors ,n fWr,eotl„e, n•rolsnp, •n,pp lrq, 1m 111np oM eroe ,ne. A•f•r co r 1 • tM .......It1m er •es1 twll•.ne Cefp.n S.r.q I.r•r..< _ sy TPI . tau) Ter ..r.<y prK<I<.•W • (`ADL 7.0 PSF DATE 05/23/17 o p•rfar+„q tn••• f.ne[lero In•t•11•rf fn•11 prev,M t•.••r•ry er-..o p•r /C31. Nnl.•• roc•. O[M 1 • tW eMrO fn•11 nw• properly •tt•eMe •tr,ctur•1 •M•NI„e •M Mtts CMrO •M 11 h.— w • properly rlple t•Illnp. Loealm• flan for p.r..n•nt bora r•fVNn[ or we• >Aoll n... er.eln0 a....... \ : ATE DL 10.0 PSF DRW HCUSR408 17143638 f• • n. n er no, •. op•Ls.•elo. Apply pica• to •oen foe• of trsnf r possum o un.n •eo.. V • LMtJolnt p.toll•, u11•s• rot•O otn•r•I••. A•r•r to erwlne• 1!011-1 for •t•,Wrd plot• po•Itlm•. •• y .. ,•tlm rra t • . . LL 0.0 PSF HC -ENG JB/DFa Mps ro. • OIVIHm Of 171 •usI- L Ce.on.et• Gro.p I .. MMI rot M r••pm•1 el• rer •,• • s l„p, •ny r•Ilur• b wll• tM <ruf• In C,f.f•re•ro• •IN ANsI/T/I 1, or fM n•,gllne, .nl 1 OIf^ R • i` TOT. LD. 37.0 PSF SEQN- 737274ANirwCOAApWY ,rot.u.um • ersl,q or crl,.w.. ppIng. C •• 1• O" -\ ••• • vv rl en Nie •r:A9 .r cover peoe 11 tlro NI. •r-lno. Ils•I.ew eeagt co of pAf•MlerrI eilelrrine r••ps l.l l lq MI• ••.1 ps .. TM wlf.•1IeI ", .I• r .f Nle Ormiq ft.Id etltRw I. NUONAI DUR .FAC . 1.25 FROM RF 24WLA9OnWDI.SISD r••prlelllq •f WII•Ine Dr l/rr per ANSI/TPI I S.2. Orlmdo.FL 32837 For ter• 1nro ootlof r tnlf 3m•• •rr•i ro . pyo rss Now .w flc•f• FLCOA10179 ALPINE. r .Ip—it. coo. M: r tp—t.x•: InCA: • .•p.l,,.,,.try.t I— ...........per la Fletning Lic Number: 66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 1bb*J-/14U0 - 5 -UAVIU wttKLY -- Lot iii Reagan Pointe - A3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP k2 Dense Webs 2x4 SP N3 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 _ THIS DM(', 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. In lieu of structural panels use purlins to brace all flat TC ! 24" OC. MRS loads based on trusses located at least 11.30 ft. from roof edge. 4X4 = 3X4(A1) _ Jit'= A° — 3X4(A1) _ Il4- L 9-0-0 J— 6-0-0 _I_ 9-0-0 _I ale 24-0-0 Over 2 Supports R=988 U=121 W=4" , ASA -121 W=4" RL=119/-119 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) a '' - —c • FT/RT=O%(0%)/0 0 15AM.04.06 111ARNINGI•• RAD Alp MUM ALL WM ON TNIS OAMIMiI IlglrANr•• rTe1511 iN13 awlMl iD Au caNnlAclae IIIGIp1M: THE I.STAUMM. T LL 20.0 PSF 7,a„M r.qu,ra • tram a r. ,n ftlrlu[InD` n_ndl, m • n. laiu.a wlcl•n er DCSI wadi "°W M1pp& I [.limp .,w .r .'n@. rA. f.Ai t ,.. 1 1'<•p.n.n i r.cr Inr•r_.a.n, sr Tn ti nu) g..i I 7AT DL 7.0 PSFrpr.ea prfor.lnD [nail• Iung — IMc 11. Y 11 prev,d. teyor.rr Dr.<Inp pr .CSI1... no— e<M^' lop mere .nal no.. prop, Ir .tc.el,.. ar,it ra .Man1.9 .nd m ap more .h.11 hair. ai pr M, 0, .<tn01'EL.e.tlon. o DL 10.0 PSFer1p10callnD. ne.n for pr_u,.na"bt•r.l ,•,[,sant ef`.•.. ,nal h.v. .ralnp Inlbllb pr C65. 3. 97 or •10. .. y ....1.. Apply plait.. c • I -A, of true, d po,lum ., o,e.n ..... 11 O111 tM`Je int 0• 1... unl..s —A- otn.r•I.s. Sao— to as-1.9ai 1WA.2 fer .tainbaire past. Mlc len.. Alp,n•. ai division or IT• W,lean@ CO_pon.nt, 6,oaq Ing ,nsll not h. r..pon,,.l. for .,y O t6on Arm <h A O % \O p` LL 0.0 PSF AN nwcoM. d,_lr@..nr ,sitar. to wlle — Cruse In lonfor_.nc..lah ANSI/TPI 1. or fa h—ling. .hlppl,@. et.Il.tlo, A engine of trn,.... Iy TOT. LD. 37.0 PSF 1 M tl Iaa . —11@ .f e.,w pap 11.t11@ %1a1. drtl Ing. Inolo.t......pt.rle..f A -f -I—I .r@IIY.flnp lllq wl.lr fp• t doll pne,. Th. wlttllllq .no — of NI. drtllp for Nlr .WRW 1. I/,' v4;; NALA DUR. FAC. 1.25 NODL&UOmVDr.S ntI30 r l.lsllltr •f th. 8.1 M.9 D.alO,or p, ANSI/TPI 1 8-2. OrlmdaFL 32837 FLCOAAO276 For o. Infor..tlon M thI.,tl pons.. no... p.p..,,. tn.....e ,la.. AL IME: .w.ap,n.,t..g >*l ....tpin.t .r.: WCA ....gl„e,,.trr.p: ICC ..f.DOil la Flemin Lic Number: 66648 SPACING 24 .0" 05/24/2017 Scale=.25"/Ft. REF R408-- 73149 DATE 05/23/17 DRW NCUSR408 17143656 HC -ENG KD/DF SEQN- 736985 FROM RF JREF- 1W12408_Z16 k I003`J-/ /A1`JO - O -UAV 111 VFLL11Li -- LOT 40 Keagan rolnLe - N4 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP N3 Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, 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. Purlins are shown to indicate required spacing only. Purlin size, grade, orientation and placement shall comply with the Building Designer's requirements. Bottom chord checked for 10.00 psf non -concurrent live load. 6X6 = 2X4 to THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 17.00 TC- From 56 plf at 17.00 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.04 BC- From 10 plf at 7.04 to 10 plf at 16.96 BC- From 20 plf at 16.96 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 236.98 Ib Conc. Load at 7.04,16.96 TC- 169.13 lb Conc. Load at 9.09,11.09,12.91,14.91 BC- 457.69 lb Conc. Load at 7.04,16.96 BC- 126.68 Ib Conc. Load at 9.09,11.09,12.91,14.91 In lieu of structural panels use purlins to brace all flat TC a 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 6X6 4X6(A2) m ono =_ m 4X6(A2) 4 L 7-0-0 J- 10-0-0 J- 7-0-0 _I 24-0-0 Over 2 Supports R=2086 U=526 W=4" w C lk7o*al,1=526 W=4" 0-4-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) 4' W% FT/RT=096 096 /0 0 15 AM.04.06 .0 T 1 2/-/-/R/- Scale=.25"/Ft. WARNINGI•• RAD AM FOUN ALL TOTES 00 THIS ORAVINI Iwoffmr•• FwISN THIS uwlli 7O ALL Carl•AnM IMMMINO THE INSTALLIM. 10 cow T LL 20.0 PSF REF R408-- 73150 Tru.«. ,Moly. • t .« r. In r_r1ut1 m oS.n.11n,..n1.p,n,. , t.111 MCA) :, u. N.r.r t .,. 1 Lno Lbst «Itl_ orr•u I`(•u,la „• D..,,_ : fay Inrorea len. •r iH •Tu) fa, «t1e..; 1 6 DL 7.0 PSF DATE 05/23/17pr too po,r rO 9 tN.1. Iu,et1_1. Iro al -a 1/2&11 p=.- t.y.r.ry Or«," ,or •CSI. IY,I.fI n1t« .<Mr A Cnw. .n.11 n.,,. proporl, Att.Cn.. OtruCWr.1 .1»anlnp .n..Ott.. Cllr. M..1 M+. . prep.rl, Ott« ; ATE ' rl•l. C.I l,n•. L«.,.- V,OOn r.r p.rO.n.nt IOtK OI r..tr.,nt .r _Of -..1 n.vO 1r«In• ._,.1l« pOr • • no. Apply r«O DL 10.0 PSF DRW HcusR4os 17143639 111111 O o, .O .ue..l. plot_ to .«n Of tru.. r,. pool- 11 Yv, Wow n. Joint DO 111, -... no- otnoret... No- to .r_Inp. IADA-t for ot-r. plot• pooltlon.. Alpin.. O••. 4 LL 0.0 PSF HC -ENG JB/DF1,.1•,0/2 Of Ilr WI1.1,q CO.pOMnt. Or.,• 1«. W.11 n0< _ r•1pOn.1.10 r.r .,,y ..,,1.11_ rr_ l 1,y. Any fO,lur. to Nail. tn. truss In &enferO.reO .,tn ANSI/101 1. .r ror hondllnp. l 0.••. pP•. K • AN n WmMpWY 1n.t.11.t,_ A .r«1„• or ....... I M 1111. Mo. Illy M O..M pop 11.1,111• ,111. •1_111•. IM1O.t_ ...tomo• H •1•fO..1.N1 .n•In_rinD N....•• We. TOT. LD. 37.0 PSF SEQN- 737267 no.por1a N1114 _IO/y hr tlr rIp O1N_1. The wlt.•I l lt, .11. 1•. Or -1. __Ip r r Any to •1,1•• I. pNAI ,, DUR 1.25 FROM RF 24ODLEIe OMFDr.Smte ISO Duu1s11,t, Or w W,1.11q O_lo per ANSI/T 1 I S_.i. 1 aQF wI FAC . Dllan(b.FL 32937 FL COA MD'7S y.r.l no 1 po.n. ,nolo _.it- For _rO InrorfOt,on . tnl, JWn. ALPINE e.e..Ipimit. t_. TPI .. tpinot.or•: MCA - : p. y- 1«:... ....per I Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 looaa-iFaau - C-UwvlL/ WLLKLT -- Lot sa Keagan rolnre - mo ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "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 = 4X4 =_ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC ® 24" OC. MWFRS loads based on trusses located at least 11.42 ft. from roof edge. 3X4(A1) =_ * Ab = ono = 3X4(A1) 1I"_0 TU L 10-0-0 _I_ 4-0-0 _1 10-0-0 _I j 24-0-0 Over 2 Supports 'I 0-4-0 5-4-3 R=988 U=120 W=4" 0 W=4" RL=129/-129 OO•• p•• • ••••• / Design Crit: FBC2014Res/TPI-2007(STD) • S• PLT TYP. Wave FT/RT=O%(O%)/0(0 15. 1.0?•06 0 ATY. /-/2/-/-/R/- Scale=.25"/Ft. HARNINOI•• AFouw ALL MOM ON THIS a ; ID'aMMr•• RMI;;TWISNI. OIIID A IIG TD Au tYAfKf01O I.a1DIM11D 71¢ • TC L 20.0 PSF REF R408-- 73151IIQTALLEA•. Tra,.•. r.,,.lr..atr... t.r. In f•Grlt.tlq. G.11ellq, aelPP,q. 1»t.11 lq .ne Gr.elq. N.f.r to .n. r l L 7.0 PSF DATE 05/23/17tM1•t Ht bl.1 len or ZSI. (.ull.1.9 Ca.pen•nt Safety lnrefeatlen, by TPI aM WCA) r•r ••fKr Pr•etl<•• ' to p•rr—no tl.•» rvct,ona Inat.11•r> anall pr«la• t•llger.rr Gr•e 1370 P•, •CSI IA,1•» Mt•a at--, ' op t 4 o"oI — Proparlr .tt-- .t riot r•1 •I.•.Nlq .,1. Cotta tMro •lull G a Praparlr • t i r1Dlo t.l l lq Lee.tlem «la.n rer P...•lunc"I.t„•, r..tr.lnt „ ..Ga ,,,•„ „•„e G <Iq Inat.l l.a`P•r .• ATE . DL 10.0 PSF DRW HCUSR408 17143646 to >.eu an. C]. 1) or Dlo. » .PP Ue.GI•. Apply PUua to •.en r«• eI tru» rle P»lues •> ule l •sew w .. i Oo tM ,olnt Details. —se ,tet« •tl,•rel». a•f•r to ar..lno, 16.1,.: f•r .tal o Plat• Pealtlene. . P Qp`.• LL 0.0 PSF HC -ENG KM/DFa 11 1 D AIp1M. • alvla,en or 1T1 WllalnDrCapwlen • Crel 1- —11 n•t Pe re>pan>lPl• f•r •nr e«l•t,•n fry V, O . COR` .p III ttYJJ ar••lnP, •np f•Ilur• to Gulls tM [ uf• In confwe•ne• .ItD ANSI/TPI 1, or for MMI1M. » M1,P. , t;. .•• I..t.`•.•• AN IrwmMR+WY lG>t.l l.t,en a erael.q .f trema,.. CS OT. LD. 37.0 PSF SEQN- 513060 aMl M NI. W -:,V .f eae.r Pa•a I l tlq "I..reelq. IN.Ialtaa --pt— at p—t.»lonal agln..rlqIVrMPlal.l l Ity Ml.lr t r tll. D -I r ”, NSI wlta.l l ltr .f•/ w N NI..ra.lq t.r any .tftRW 1• A 2400LAeOropDr -%iw 50 r«Pa.IGlutr .t w wnmq Dplryr p.r ANslml 1 s.e.]. O DUR. FAC. 1.25 FROM CH OdwAb.FL 32837 Fer gra Inf.re•tlen e•• tnl• Je.•• p•n•r.l ne • Pop and a ..G lit— FL COAi10276 ALPINE ..1p,lwlc.. TPI: — tplro r•: prCA:.w.>Ge,Muatrr.ee.: ICC:----Dougl4 Fleming Lic Number: 66648 SPACING 24.0" JREF - 1 W1 2408 Z 1 6 ii TiZQV1 1bbtIU-/1405 - if -UAVIU WttKLY -- Lot 33 Keagan vointe - Ab 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 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(SRS)(R) An_ 4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS f DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.97 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. 2X4(A1) = ' ° 1° — 3X4(A1) im E 1 L 8-0-0 _I_ 3-0-0 _I- 2-6-0-1- 10-6-0 _I 24-0-0 Over 2 Supports c Mlti R=988 U=237 W=4" 6 W=4" RL=134/-134 wU_.••i•••- /I. 0-4-0 5-7-3 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15. 1.0?.06 0TV. /-/2/-/-/R/- Scale=.25"/Ft. WARNING :•• MrA•Alp NG TO ALL ORBONTRA°RIN's ORANINGI : TC L 20.0 PSF REF R408-- 73152IW7grtAMT•• IT•ala THIS RRARIIIG 1D ALL CORIR.C]RRS IIKLWIRII TM IRSTAllilRl. • • Trn.••• r•v"Ir• • t .r .r• In f.erle.clnp, n.,bl„q, >nlppinp, ,n.t.11lp .n. er.eln•. Ref.r to .ne f Itn. Lt.a wltlen ar'RtSI`(w11vin• E.•.•,..nt R.f•tr lnfor•• . by TPI .ne RTu, fer L 7.0 PSF DATE 05/23/17 ls perrominR tn... fl,netlenf. In>t.11.r. •n.11 pre",....y rr er.e,.p p.r RCS1. lln. > n.ib etMr-1 ' ATEeMrO •n... n pr.p ,., ..<t.Cn•O •tr,ctn • -..q .,m e.tts Cher• •nal n..r• • pr.p•rlr at , DL 10.0 PSF DRW HCUSR408 17143640riRle •IIInp. leen Ions for ;,A-- 1•t•ra •t nt r we• •n.11 __ er.tln• In•c.IIW p.r O • ea m• p. •T er •10. .• .pp Ue.e b. Applr Hun <• •.en r.e• r <r.>• •,,. p•.... m •• >lw, ..or..,a ,/ply. i • • tlr J.Int R.t.11 •. ,n 1... n.tM etn.r.l u. R.f.r to . 1." t••A-t fer .t.,r.ro pl... p..1<I•n. / •• • Alp.—. . III .... ..f In &u q Caw,•nt. Crew Ine. .e.11 net .. r..p.,nl.1..er An,, eev,.a.n rros to . '•4 ORVPP•• LL 0.0 PSF HC -ENG KD/DF AN ITWMM WY ,M<:.°a"e„ 1 .°":...:."' < r"., In eenfer..ne. atn ANsv]n T, er rer n.nealq. ,n,ppl,q. , s •..•.....• OT . LD. 37.0 PSF SEQN- 514985 1 .n NI. 0r 1ny .r eT,rTv MR. $,.tire tlll. er.•Ip. Impost— .CO.•t.nC+ N pref...l•n.l . vl—,lr P__: , .r tthe Rpt Ino —.Ip j.r AWI/T 1166e 2 "" '~ i1' •'_'"R r" .,r .<.rlCtV. '. /ONAt DUR . FAC . 1.25 FROM CHaoL,t<o,]R tDT..sIRu Iso rmalNMu Oink, FL 32937 p.r a"nrer..tlen w`n"'°°' •.n...1 "> gip.•. "° u»•. :" SPACING 24.0" JREF- 1W12408 Z16FLCUAWI278ALPINE ..Ipin.lo. ; TPI .,tpt. q. RICA: ... ,bm<rr.ea: ICC. > -Dou I FlemingLic Number: 66648 UY24/LU 17 1000`J-/141WU - 13 -VAVIU wttnLY -- Lot JG Neagan rosnt@ - A/ ) 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 L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 m THIS DIYG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.97 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. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. 3X4(A1) _ ZIAy W DAD — 3X4(A1) _— 0-4-0 5-7-3 05/24/2017 I. 6-0-0 J— 3-0-0 —1— 4-6-0 _L 10-6-0irc _ I 24-0-0 Over 2 Supports R=988 U=237 W=4" MW 236 W=4" RL=134/-134 Design Crit: FBC2014Res/TPI-2007(STD) V SlC • PLT TYP. Wave FT/RT=O% O% /0 0 15 1. .06 1.0 Q 1 L/ -/2/-/-/R/- Scale=.25"/Ft. a ape AN ITWC IMRANY 24M Lok Omp Dl. Swie ISO oAmdo.FL 32937 FL CDA AD 279 WO Alp ra4a ALL MOM oy TI1S W"11161W"111611. WARNING, •• D IrtyRTAMT•• Fwalf• TITS MIND"ALL Cg11i•WTM IKLIDIM TIM INISTALLESS Trww• r.Du.r• • tr•.. <•r. .n f..rlea lny, n.rol.m. M.pp,ny, mull.np •,,. or.<Inp. Mf.r [. 1„a 11 M bu•t .Ola..n :f .CSI (...I lean, ct.p.n. t S•f,ty Infor•.t.o, by T 1 .,D MCA) Ior ..ray prletl<• t• p•rf.ro.ly tM•• fu,<t. p,,. IMt•11.r, ,n•11 prw,M [.Dr•ry Dr.e,ny per ytf 1. wolf Mt.O •<M ap <Mr. .n•11 Mr• properly •[.knee •tr,tur •1 •M.tnlny - D•<tP <M,. M.11 a- • prop•,., .t rly.e <.l..ny L.D•tl.ns'f. aw, ro, por..nlnt I.t•r.l reel,..". .r ..D, •n•11 n.r. er.<I,q Ina[•, I.D ;.': s.ctlDM y] a y7•'ylo. . yp1.elD b. App., — to t. •len r1<..r t . rb r...[.an a 1LI • Dov. aM .tMrol... y.f.r t• err..ny. ,.a.: far .t.,,p... p..l. p...aleM. Alp,n., • or I7• W....ny C.yP,."t, Gro,• Ino. fM.. Mt a r.pon•1.1• ror Myr .wr. •t.•n fro• soden,, r,y'f.I1 to Du... tn• 1;— In <.nrorYn<• Ith A•SI/Ial ,. or for n.•.l. an....,...— A Dr1<.ny ., lr,..., "°' w. M t... *r :7 M DMI pW IIM114 "I..,.•Illy. Iro1D.tM .oD.ytM.. of PMM.I.roI .l.ylnMrlq ro.p,.IDl1Iq ..1.1, fpr tD. t.lyD ./.sl. T,» .olt1 111y alae W .f tl.l. Arro..qy/O r...rs lDlllq of tf,. 0.1 ding Drolyn.r •r AS61/T 1 I Ss.2. F., ter. 'nf.rYt..n — 111. 3..•, yens•. "' ' po" "'° ,. "' ""': ALPINE •Ip.M It.. TPI .tp,Mt..ry: MCA: .w..e<,m ,y < ICC .•f•j)pU la O. • 1. ATE : 9 •. • OP • C - a• .•OR •.• q -/`- A Vj_,q_• f•1. M 11Y1111 Flemin Lic Number: 66648 T LL DL DL LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 73153 DATE 05/23/17 DRW HcusR4oa 17143651 HC -ENG KD/DF SEQN- 514992 DUR .FAC . 1.25 FROM CH SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 Tbbbt!-/14911 - b -UAVIV WLLKLY -- Lot 313 Reagan Pointe - At$ Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC ! 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.97 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. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. 3X4 (A1) = . 11%~ >= DAD 3X4 (A1) Be l" 4 L 4-0-0 -1- 3-0-0 _L 6-6-0 _I_ 10-6-0 _I 24-0-0 Over 2 Supports R=988 U=237 W=4" f S. =236 W=4" RL=134/-134 Design Crit: FBC2014Res/TPI-2007(STD) jF PLT TYP. Wave FT/RT=O% O% /0 0 15J%1. UARNIMGI" MWAMD FOLIA ALL MOPES 01 7MIS Ob1/IMGI IMpgRAMT•• FILM TMIL ilGM11D TO ALL CMUCTCILt 111 1p11111 TME 1116TALLM. Truffas require a f KS cwe in fepfleetinp, nr,plin6, fnippinp, y 7PIllnB e,ip Gree ,np. Mfer to •b 11lMIwestepltl•n of CCS. (Lulls lip CeepOn-. S,ftty Infwutlon. G 1P1 Y,e LTCA) Per •.f•[y Or•etic• o p•rforG l,p aMf• Rnetie,n Inacell•rf fn•11 preriW t•.ppr•ry G •cip per 1IC51 Vnleff notal o teD enOrp fMll Mw Droper ly ett•e1Mp etr,iturel fM•N lop e,b Gotto• elior0 sMll new •properly •t< 1010 t•Il l,ip LO<•tlenf +open Per p•rW,•nt 1•tN •1 reftr•Int of sees fn•11 Mr• Or•<11,6 Ins<•IleO p•r fnI1I A s C]. CT w 610, ea •pplle•Gle. App1Y pletef CO e•en f•ee Of truf0 erg petit len •f Yowi UifaZ.-;;L.1 s—I... netts etnerslfe. A•fer a dl—I. f 166A-2 fef 1t•Mwp PI•.. psf ltlenf • w Alp,ne, e , of ITC Lui ,p Co,perrntf Gr oiq Inc. fn•11 not Ge rosp•nf iGls for III, peel •tl wi rrpe t whip, .ny f., lur. is wllp ane er uff In confwune• eltn AN51/TPI 1. ROr rw n.mll,q, fnlppl,p, AN W mMiMNY pnf<•I I•B,ei. A --9er OM1 —,MI. .f-llip w — ~ IIKI19 NIG or -Ing. Inp101rae AODtpt iee of p -t-1-1 OM1M 1p 1 1p,e1G11b —1. 1, M w Otsl/i •Ilton. TGs —:—II Ity enp w r -1. w -1n6 fw • Iii B tune 1. 2rODLIL6Om18e DI, Suite 150 refpem lGlll ty Of tins Lullpl,y otiflPrr pw AIISI/T 1 1 2•e.2. OTIN1do.FL 32837 Fer ire Inrer..tlon f•e Bolt 7oe'f pfrrr.l np f p.qe — tne•e .eG flu•: FL COA 00278 ALPINE e1P,nelte.ev: TPI: w..tpinet.wy: PTCA tnw.•Gei„puftry.e ICC: Ow--Dougla F NATE OF Z OR0.0* Lic Number: 66648 20-4-0 1 VL/ -/2/-/-/R/- TLL 20.0 PSF C DL 7.0 PSF 1 DL 10.0 PSF LL 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 05/24/2017 5-7F3 Scale=.25"/Ft. REF R408-- 73154 DATE 05/23/17 DRW HCUSR408 17143648 HC -ENG KD/DF SEQN- 514996 FROM CH JREF- 1W12408_Z16 1bbbttI-//49tl - IS -UAVIU WLLKLT -- Lot 35 Keagan Pointe - Ato ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC ! 24" oc. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 2.00 TC- From 56 plf at 2.00 to 56 plf at 5.00 TC- From 56 plf at 5.00 to 56 plf at 13.50 TC- From 56 plf at 13.50 to 56 plf at 25.33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 2.90 BC- From 20 plf at 2.90 to 20 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 15.73 Ib Conc. Load at 2.00 TC- 46.44 Ib Conc. Load at 2.90 BC- 40.94 Ib Conc. Load at 2.00 BC- 34.30 Ib Conc. Load at 2.90 Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 10] W3X10 S 1.25 3X4 (Al) _ . 01A I V I. I VJ - 0A0 - 3X4 (A1) 4M(SRS) (R) 111 20-4-0 5-7k3 2X4 nl L_2 -0-2L 3-0-0 _1_ 8-6-0 10-6-0IQ _I 24-0-0 Over 2 Supports R=1084 U=321 W=4" FgJ,U=265 W=4" Design Crit: FBC2014Res/TPI-2007(STD) ' J SF • PLT TYP..Wave FT/RT=O% O% /O 0 15 1. .06 1. Q 1 L/ -/2/-/-/R/- Scale=.25"/Ft. WARNINGI•• Ru• Aro FOLLOW ALL MM 00IHIS WMIMI • 0, - T LL 20.0 PSF REF R408-- 73155IWWfARrr• n•OIISS 7MIS MAXIM to ALL MffRWMn IMLWIM TIK 11WAUXIM. : • Tr.,,» r.•elr.. < .» .r. ,n r -Mall •. •nl .:Z In t.Il,np .» . «Ino: R.r.r to .» I I * ; * DL 7.0 PSF DATE 05/23/17LMI«»t »Iden err Kila( Wlle ln0 fa,perr 5-r.ty Inr•r-.tl.n, .yaiPl •ne •,Cw)rror r•tY or«CI<• le »rfer•,np iM» fV,C<,en>. IMt•IIKe fn•11 yrwl» a yer•ry •r«I,y yr KSI. Unl•» n•<M • • CMre .n-11 nW Pr.e.rly -1111«n» .trKtur-1 •n»Nl q . • »tt Cn.rO .n•11 n•v. • Prep•rly • : ATE • DL 10.0 PSF DRW HCUSR408 17143653rl•10 cN llrq. L«•tl.• .Man f.r p•r»,r„t Iu•r •I rptr-1nc or w•a .nHl Mw er «Inp Imull»cp.r 5 • • oon. s.. n or •,o. •..vPI Ic»le •wlr PI•u. to •«n r«• or v„•. »e po.Ium •. eno•n ••ov • • ••• tn. •Inc oa.I I., unl... net» a»rsL.. R.r.r ae er»I,Ip. ,..,,.: f.r .<.,a.ra Pla. a»I<I».. 9 •. ' LL 0.0 PSF HC -ENG KD/DF IP,n• • •w1., .f I7R WI I•,n• Coywrn . Ore,o I- .n -II not » re.pv,.I11a ror •nY aw,-u» fr» • •• rsi,q. •ny f•ilur. to oe1Id tn. truss In eoMor.-nt..Ith Alli)/7 I 1. or for n 1,9. ,n 1ppin• OA •• OR •' AN ITWCOMiMNY ».-II•t,on . er«,no or ...... 'P4 / ••. ••.•• TOT. LD. 37.0 PSF SEQN- 515000 I M sill• O In• w • d P••• 11•<11q Th. •.=II. 111.1--1•• m/t-Itt• •t g t»-1 •rI.1 r,n»rlr 4j Sr••ps IRl1Ib »I•Ir r r tw. aDW M 1. 1ti »It••111q w »• er al• x»Iny r« •IraCtw 1• 4Sy/0 1 A DUR . FAC . 1.25 FROM CH 2400 L8.OMFDr.Sm,1150 r••Pa1I•I•III<y •r tn- aIl•I1,o D»I/Mf P•r ANSI/TPS 5«.x. %.,_! I^af ' Y„ 1 OIIE•do.FL 321137 f•r r Inr.r .-n ... ani. »•. P•R. - <n•» w• .1u 1111 FLCOAAD279 ALPINE- ••..-IPI»,.•..»; IPI: ••...P,.....9. rru: ••...«,na,..try.a»: ICC:.... e.-r•Dou la Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W12408 Z16 0524/2017 700D`J-/14UC - C -UAVIU WttKLY -- Lot JU Reagan Pointe - Bl Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense: Lumber value set "1311" uses design values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord In notchable area using 3x6. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 a 11'0 9-8-8 Jr 11-2-0 - ' I 7- 5-3-4 4-0 05/24/2017 2-4-11 18-4-0 2_4_0-- g_ 5 6y -"-r- 9-2-0 I 4-9-0 g- 1 5-3-10 I I` 21-0-0 Over 3 SupportsR=229 U=33 W=1.5" RL=105/-80 A S F R=262 U=26 W=4" R=97 PLF U=22 PLF W=9-8-8 S•'••, Note: All Plates Are 2X4 Except As Shown. •• VDesignCrit: FBC2014Res/TPI-2007(STD) • PLT TYP. Wave FT/RT=O% O% /0 0 15 1.Oa.06 Scale =.375"/Ft. WARMINGI•• IWM AID 6`01.1.11116`01.1.111111LLDANOM ON 7NIS DRAWINBI • Ii,WTA1R•• n.misN TNIS DRAWIR To ALL ewrm nae IRQIDIw "m VISTA."".Itj LL 20.0 PSF REF R408-- 73156 Trow r""l *:Ir;* r• 1n rrrlucl n. o .m11q..n.ep.r,. ' T.11. p " erK1 p. R. ` 1 * tnr bt•sa N1uen fSIt( wl1e1,• nc S.f•cr Infor•.clen. •r iPl _ OTCA) rer wf•tr pr•ecleN I • DL 7.0 PSF DATE 05/23/17 Iop.rfor•.n• ansa• runeu ona. Irnu11•r. =II prwlw c•yor.ry •rK1 p•r 9CS1. 0n bff NCN ea • • ftrK I f1rNn r t eo too eMro Mell new • •r•p•rlr Kt.c1' ' • tW cMrO •bll nw• Orep•r lr forrlpla8111,.,. LK•tleea ,1.e.., f•r p.r•w•nc I.ur.1 r•sar.Int oI`•epf snNl Nw erKlrq I....11•e mr Ids /. ; ATE 7i DL 10.0 PSF DRW HCUSR408 17143637 r1 O f q •7 Or 010. •.. 1lcrl•. Applr p1.tN <• •Kn fK• f [ruff .b poalc,a N Y1a.n .ee.• 'V a D tM'Jelnt 0•t•11 •, anlN• nelM •UMI.1 N. R•f•r to •rwlnpf /•OA02 fN •t•ne.f• P. - 1 K• po•I[len.. 90 • •• A1p1 w...10 L1o. .r I7W w.1 " Ce.penene• creep 1..e. N.11 eea w r.aps1a 1e1. for •nr e•v.K frw a .' OR QQ'•007W LL 0.0 PSF HC -ENG KD/DF AN nw CC1MpWY wU.,..ry. f.11ur• to tw 11e tn• crus• In cOMK•.K• ort° ANSI/M 1. or fa 1-111,9. a0lppinp, n• • ` Y11. TOT. LD. 37.0 PSF SEQN- 515010 I1.tIn, Y1I. .rp•Irq, 1n•lo•t•• ea•perle• .r pr.rr.1•n•I .ri,lnrrlp 'P,V f.•psul•Illt)/ NI•Ir r•rt11. O 19. e . TM wlt.•Illq •n0 W •f ta.l• d-1.0 for V etsastl.• 1• I•-/NAL G, r0 2400 Like Dr S11RtISD r..p•I1.1•IIIt7 or Tn. Sul l•In, Dsl/.r per ANSIAN 1 S-2.'V/yy _ .r I { Va_ P' DUR. FAC. 1.25 FROM CH OrindaFL 32837 FL COA AD 278 for sw• lnfor•.clon ••• n1. Jr'• 0•,.•1.1 no N p•p• .n• alrN we ""'' KPINE: ro .P.w.t. -, TPI -W-L-9. ,TCA. --try.- Flemin Lic Number: 66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 161559-/7498 - B -DAVID WEEKLY -- Lot 38 Reagan Pointe - BZ ) lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC2 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using M. 4X4 1= THIS DNG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.70 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 MRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. In lieu of structural panels use purlins to brace TC a 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(C5) = 2X4 of 2X4 III 2X4 ID 3X6(C5) a Loci0-m1 1c1-0-Q.J Le 11-6-0 Over 2 Supports R=184 U=42 W=4" S FLF I RL=78/-78 C1•••. ..••• R=72 PLF U=15 PLF W=11-2-0 OQ•.• S• Design Crit: FBC2014Res/TPI-2007(STD) a PLT TYP. Wave FT/RT=096 096 /0 0 15 1.04.06 .0 MARNIMGI•• KM Ab FOLLA ALL IIOTFS GM THIS M01161• \70 IlOEFAMT•• FIAp ISN 1Nli taA•Illp io ALL di11•ACIOAS ItN:Ll011 TW Itento."n. • Trw•a. r•gelr• • a aw r• ,n f•er, ucln•, n•n•11,q, u.I WI „• • K. In,bl l l .,w .ra<1 A.fer ao .,.e 1 • a» I•<•a •el Uen NrK. SIe( WII•In• Ce en•nt 5.f•tr Inrer»u•n, y Tn rw ttu) rer •.r•ar Pr •etl<•• 1 e P•r fer.ln• r,•tttlen.. IMt•ll•r. •»ll prw,» t•yer.rr r•e,,,y P•r K51, wI»• »c•e •eM • aSoo, -40•naI 01 11y anKrC.l 1 Mw rlPle c•11La6- w 1.1 •wI.1 ..,NI., r al »w s tS3. 17 o 8/0. •. Applr .-, f •na Poa JOint o•11•-1... Poll—l— 1•w/OO-1 rer ro•10 PIao• ln..p,PJrIemoPw•url IlY• lweoa. tp• a•r r,e• ;t ATE ; p.•lalon• 1 0 AIPI». . elvl•len Of IT. wl lolnP topwl•nU cre.o Inc. fn•11 not » r•.PwI.IDI• fer wlr e•,, %Itp...• OP••• 1 w1„•, •nr f•Ilur• to Dulle t» tre,• In csnfw.•,le• •Itn ANsI/T 1 1, er for n•,bllnP, ,nlpPl„y, K •• AN TTW COMIMNY n•uu•uw • er.e,rq er arin,.•. ••••••...... 1 . NI w NI• •rwln• l — P./• Il.ellq tlal• •rw1A, III.IO.t1..eeytwle. .e PI.r».I.MI Mgln»lllq NA L.r'.. rvPwwUUlq »las M .Ir —1.n.Ittae. 71r wlsrllltr .n. u•. N tlll• wwlq rr wO 2400 LikeO . titetw 1• i `•/ Dr, Swte ISD rwyw,.l•Illtp .f tn. •„IIding 0-1g—Ilw ANSI/TPI T S— i. OdadD.FL 32337tnFor »r• Infor»tlon .« l, Jo••, 9—.» , P,P• •ne en•» .w aa»: 460 FL COA BD 273 ALPINE: ... •Ipl,ola• ce ....tTPI: P,n.a r: •TCA: •-•...t,na,.,trr.te.: Icc• ... ---DouglapFlemingLie Number: 66648 05/24/2017 T 1LL T DL B DL 0 LL TOT. LD. DUR. FAC SPACING R/- Scale=.5"/Ft. 20.0 PSF REF R408-- 73157 7.0 PSF DATE 05/23/17 10.0 PSF DRW HCUSR408 17143670 0.0 PSF HC -ENG KD/DF 37.0 PSF SEQN- 515003 1.25 FROM CH 24.0" JREF- 1W12408_Z16 k ID0*V-/1470 - o -UAVIU WLLKLT -- LOL .10 Keagan rO1nxe - re ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP H3 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. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 0-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS f 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. Truss must be installed as shown with top chord up. 14" 12-2-8 10-6-0 1X3(R) —a W=3X4 1X3(R) 3X10 = 3X6 = 3X4 = 3X6 = 3X10 - 1X3(R) = JAIV = onv = oA•r = JAIV = 4X6 = 4X6 as W=H0312 = 1X3(R) 0-8-01-4 0 T10-0-0 23-10-8 Over 2 Supports R=1035 W=7.25" R=1035 W=7.25" Note: All Plates Are 1X3 Except As Shown. Q•.••' S••••: f JDesignCrit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS, ave FT/RT=096 096 /O 0 15__ 1. .06 1.0 QT 9 L/ -/2/-/-/R/- Scale =.3125"/Ft. WARNING, •• WAD AND M M ALL DTFS 00 rNM IMMIKI 0 • T LL 40.0 PSFIwvamr• n.wI91 TNIS MWIN6"AL a,N,IA„N, 10MADIM na I.:T,LLLM. REF R408-- 73158 Tr 1.2.11• . t r rr• In lob—atl n0. .tall ro s TPIIIno . . cone: A.r.r [> .. 1.t.,t With ur'KSI`(w,1a1 aD. ..Ipp1.0. 0 Crapan.n[ Safety Inr•rua•n, sr 1 1 . •,CA)'r•r r•y pr«tle•s 11 * DL 10.0 PSF DATE 05/23/17y o p•rroralnp [MN r—etl•M. IM[r11 N. ,.•11 pr—ea t g•r•ry .r«In• Par KSI. U.1•., ro[•O o[M p tror. 'ho1I here Property tt« ""` "' ,ror'.Iny rro bet— t ra .Ml I .rr• r properly • ` ' rlpla •11Inp. L«rtl«, rot p•ra.nwlc Lura ., •Inc r es .11 v ar.e lnp pa 'S 'S • ATE DL 5.0 PSF DRW HcusR409 17143659 a pD t,•M OSa !„1• nl, U. ., •ppllerNl•. Apply port., [• In f«e it fro., ”" p«Itlo' PoolLI r.. tro A•L[ 1»[.11.. ,1... ro[...,.ra... ..r.r [p .r.a,,,, ,..,,.Z far.[hart. plot'poplar.,,. rraAlwing..ny' tolb.11d - trua`'s o.. " h -Ing. A .•• t . 4 n`O{ LL 0.0 PSF HC -ENG KD/DF AN IrWCOMRANY rrllar 1, ,. c. au MSI/TPI 1.ror . lppinpor, lon Mt.11. — A rr«„1• .r ...A.... A- •••.Owe ^ ••• rl a "I..rro1lol1q or pa.o, P"a 11•[112 "I. Nralry. L•Iootoa *PMPII l of Prefaaarl MD1— 1,0 y TOT. LD. 55.0 PSF SEQN- 737080 ra.p ulol l lty ry for floc •ro101 Yawl. Tho —hoill lty artt w M -1. •r—lly fanyor IatrvCtw 1• A DUR. FAC. 1.00 FROM RF 240D L.Lt OrAW Dr Smit ISD rro,;ee,a 1l[y sr UI. Wl ul.y 0.•1p1•r par ANSI/TPI T S«.:. J"Sy[ 0da'AD.FL 32937 FLCOAOD278 par acre Inrora•clon ,•• [.1. J«'. 0•,1 ,au, p.0• r u... wr eons: MtTgglWt ALPINE r.rlplrolca.co•. TPI: r.[pin.t.or0. •lu: r..lalrowcry.cos; ICC: ow, t.rr•j Ila Fleming Lic Number: 66648 SPACING 19.1" JREF- 1W12408_Z16 05/24/2017 1bbD`J-//4Vt% - C -UAVIV WLLKLT -- Lot JIS Meagan rolnte - rz ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense :T2 4x2 SP #2 Dense: Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Max JT VERT DEFL: LL: 0.37" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 61 W3X8 4.00 L 1.25 151 W3X8 4.00 R 1.25 1 0-8-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 10-6-0 15.25" - 0-0 1X3 III 1X3 III 1X3 (R) 3X10 _ 1X3 III 3X4 a 1X3 Ill 3X4 = W=3X4 =_ 3X10 = 2X4 III 1X3(R) 4X6 R=1074 W=7.25" 3X8[61 W=H0312 = 1X3 III 3X8 [ 151 3X4 = 3X8 = 19-9-4 Over 2 Supportsruq. R=1088 301 1-4 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/0(0) of 'W.F v —c 115jb1.% .06 .0 Q 2 L/ -/2/-/-/R/- Scale =.375"/Ft. WARNING)•• K0 AND FOLLOW ALL MOM a TNIS OR1181Gc1 IWMART•• FU81191 TNIS IRLNIM TO ALL CUOIRACT INCLUDING) THE INSTAL ENS. O. T LL 40.0 PSF REF R408-- 73159 Q AN II'Mf mAAiMNY 24O0Lake OnmpeDr. 150 OdWIdD,FL 32837 FL COA RI 278 Truax. rpurre e t •r• In r..r ie•tinp, n.obli np ,p o tM ,.t..t •elti•n ar'Nlc:1` wllel ".. •nrppi,rg, ior.t.11i .rre er»I A.r.r t wre II ny Ce•pwwnc 1.1.1y Inferutien, by IPI •,m WTCA) ler Garay pr•Ot1.•. e p•rfefwlnp ,A•x frarc[lero Inat•11•1. •MI N prw,M to.p.r•ry . •tong par IICSI. Urlo.s nota etn•r top .Iwre .n•11 nw• preporly atK'nx .eruct ral wwatning ono o•av mere —1. new a preyrly • tae » I. ..III Lm.t,en. ww rer p•_App.t la•r•I f•.tr•Int er .•a..nw naw sr•clnp in.c•n•. parclan• 417. 8T' 8,0. •. •pploetl l•. Apply pl•u. to e•en race of true .m pool,... a .now. wwe tM Jelnt ata l.. owl... lr.tx etMf.L.. A.r.r t. ersinp. ,1,6A_C r.r aw,w.re pia. pe.I,.m. . Alpine • — of ITR 11—ding Cotpwgne, 6ro,p Ino. .n•11 not x r s,o hole rer wry owlatien fro. t In u'1'gl et iwr • 11—*ar-Ig e-11, — cru.. In omfora.nte •Itn ANSI/111 ,, or for Ir•nO1 Ing. .nipping, Gaal an Vol• arming w ewer pap elating Hr,• arming. Inpleatla aa•aptVw• N pa fwalalul Iswlglll.. prowl IIIc, aalaly ear 0" aalgn Yw1. nw wltaplll ty win W of thia 41.x1.8 1- wry ae.teew la ra•pvwlalllb M — 0.11 ding D—I,— par ANSII S1S-2. F. aore i"`.r.."" — —1. Jee•. g.xr•, no—. w° t,•x'•"':•" ALPINE .•Ipirrelc..eo•. TH: .aplrot,erg, GrCA y.es; ICC: xr'[)ou la 9 • 8 • A j• • Ap• O\ •pOR • •` O • * 400.6 g. GGG4u 11FFF Ly L— T'leinln Lie Number: 66648 DL DL LL TOT. LD. OUR. FAC. SPACING 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF 1.00 24.0" DATE 05/23/17 DRW NCUSR408 17143649 HC -ENG JB/DF EQN- 737307 FROM RF JREF- 1W12408 Z16 05/24/2017 k Iob0ti-i14y5 - 13 -UAVIu W[[KLT -- Lot STS Keagan roente - ra ) 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 "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MFR. 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 12" 10-6-0 11-7-8 1X3(R) = W=3X4 im 3X10[3] 3X6 =_ 3X6 w 4X10 a 3X4 3X10 = JAOLJJ = 3X4 = on•F= JAI LOL IL7J = 4X10 = IAJkK) 1X3(R) =_ c1-11-8 23-1-8 Over 2 Supports R=1100 W=6" _ _. AS71N89._W=8" 0-8-01-4 0 T 10-0-0 Note: All Plates Are 1X3 Except As Shown.41; • $'•. Design Crit: FBC2014Res/TPI-2007(STD) a ' PLT TYP. 20 Gauge HS, ave FT/RT=096 096 /O 0 15. 1.Of 06 0 T JT PLATE LATERAL CHORD SPECIAL LOADS No SIZE SHIFT BITE LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 31 W3X10 5.50 L 1.25 TC - From 100 PLF at 0.12 to 100 PLF at 23.00 51 W3X8 4.00 L 1.25 BC - From 10 PLF at 0.00 to 10 PLF at 23.00 151 W3X10 5.00 R 1.25 TC - 615 LB Conc. Load at 23.00 5.0 PSF DRW HCUSR408 17143669 F_ 2aapp F_ r 111, .. •"Mewl• Apply plot.. to ..en f•t, of truss • M po..t.en po .lus-..p•w •.O M Jolnt D•t.11s, .n 1•.. rot•O o[Mwl••. A•f•r to Orwl IOOA-I for .t.M.:O I.t• Itlom. tA1P.w. SPECIAL LOADS 0.0 PSF HC GA/DFtROP•• 61.1 511/2 er 171 W116...9 Ca w.•n<s Cre.y Ine. sMll wt w :•spans. Pl• rer .,.y O.w..t. a. frw an .t A•. O„` • LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) ENG AN rIWC0hV%% I rsO/ twl,q, •ny f•IIV• to •ull aM truss In cof.r•.nc• .Mtn AMSI IPI 1, or ror Mn611,q, MI / r..t.lI.a.•n 1 .:5./29 er tr,•.... °° In°• , 4 s+s •••••••••`' TC - From 100 PLF at 0.12 to 100 PLF at 23.00 55.0 PSF SEQN- 512930 1 -,MO. •rwlnp or r r ~ 11.t11.9 NI• •rwlp. In•le t• -.Vt r.• •f pnf000l l .91-1110/O w Gw•p.•l ol lb ••I•l1 for w 1••19:1 •1•>•.. rI1. wltt•II14 •np •.. or NI• Mw11.• for A tr.a-ew 1 -r(-pY_ N V BC - From 10 PLF at 0.00 to 10 PLF at 23.00 zJODLtteOnnTeR.SwmI30 rwp si•IIIey .r t,.. •ullel,y W.•IWn•r r.r AMSI/1pI 1 S -.i. YpU p11 TC - 416 LB Conc. Load at 23.00 1 .00 FROM RF pjpdgFL 12837 FLCOA00272 For •a:• Infawtlon •.. cols Jos•. 9.,..:.1 noUf p.9...r t1..» .. .Icor: AL IME e•-..Ip.n..t•.ao•, ,9I •...tp.nst.or9; nu .....ea.,.a.etry.to.: loo, ..•..66..r.Dou la Fleming LicNumber:66648 12" 10-6-0 11-7-8 1X3(R) = W=3X4 im 3X10[3] 3X6 =_ 3X6 w 4X10 a 3X4 3X10 = JAOLJJ = 3X4 = on•F= JAI LOL IL7J = 4X10 = IAJkK) 1X3(R) =_ c1-11-8 23-1-8 Over 2 Supports R=1100 W=6" _ _. AS71N89._W=8" 0-8-01-4 0 T 10-0-0 Note: All Plates Are 1X3 Except As Shown.41; • $'•. Design Crit: FBC2014Res/TPI-2007(STD) a ' PLT TYP. 20 Gauge HS, ave FT/RT=096 096 /O 0 15. 1.Of 06 0 T N/ -/2/-/-/R/- Scale =.3125"/Ft. WARMINGI•• FSM AND FULLCM ALL MOM a THIS WMAWIICII16THE I TALL 11S. IMISH THIS YMI6 •I>o ALL ODRMC10.i IMISIpR TC LL 400 PSF REF R408-- 73160I~AMT•• w. .r. .n rsr...... nr.•1. ' 69, .n.ppl, Inst•I I.,q ..w .r.e..q. R•I•r to ..6 f IOrMLe•a lues orr•CSIa U..11m np C..ye...nt s.r•ey Inror..0 an. by rrl .r.e nu> ror ..r.cr r:.etle•s 1 • DL 10.0 PSF DATE 05/23/17 ce p•rfor•.n9 tn•so ru.•c.on. Irot•11•rf s 1l prw.M t••por..y or.c.ny p•r KSI. tY.1•ss rotor otMr. • ep eM:O .MI I Mr• pr•p.rly Nt.cM6 •erne rN sM.Nlp .n6 eotto. eMro •MI I Mw . properly . 1916 6111,9. Loe.tl oe1 ror p•r.uwnt bt.r•1 rutr•Ine or ores fn.11 n.w or -1.9 1m .l1- per /O ATE • ag DL 5.0 PSF DRW HCUSR408 17143669 F_ 2aappF_ r 111, .. •"Mewl• Apply plot.. to ..en f•t, of truss • M po..t.en po .lus-..p•w •.O M Jolnt D•t.11s, .n 1•.. rot•O o[Mwl••. A•f•r to Orwl IOOA-I for .t.M.:O I.t• Itlom. tA1P.w. LL 0.0 PSF HC GA/DFtROP•• 61.1 511/2 er 171 W116...9 Ca w.•n<s Cre.y Ine. sMll wt w :•spans. Pl• rer .,.y O.w..t. a. frw an .t A•. O„` • ENG AN rIWC0hV%% I rsO/ twl,q, •ny f•IIV• to •ull aM truss In cof.r•.nc• .Mtn AMSI IPI 1, or ror Mn611,q, MI / r..t.lI.a.•n 1 .:5./29 er tr,•.... °° In°• , 4 s+s •••••••••`' OT. LD. 55.0 PSF SEQN- 512930 1 -,MO. •rwlnp or r r ~ 11.t11.9 NI• •rwlp. In•le t• -.Vt r.• •f pnf000l l .91-1110/O w Gw•p.•l ol lb ••I•l1 for w 1••19:1 •1•>•.. rI1. wltt•II14 •np •.. or NI• Mw11.• for A tr.a-ew 1 -r(-pY_ N V zJODLtteOnnTeR.SwmI30 rwp si•IIIey .r t,.. •ullel,y W.•IWn•r r.r AMSI/1pI 1 S -.i. YpU p11 DUR. FAC. 1 .00 FROM RF pjpdgFL 12837 FLCOA00272 For •a:• Infawtlon •.. cols Jos•. 9.,..:.1 noUf p.9...r t1..» .. .Icor: AL IME e•-..Ip.n..t•.ao•, ,9I •...tp.nst.or9; nu .....ea.,.a.etry.to.: loo, ..•..66..r.Dou la Fleming LicNumber:66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 IDoa`!-//4`JD - D -UAVIU w[[KLT -- Lot 45 Meagan rolnte - raA ) 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 "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 225 plf at 0.12 to 225 plf at 14.13 TC- From 225 plf at 14.13 to 225 plf at 23.00 BC- From 10 plf at 0.00 to 10 plf at 9.00 BC- From 10 plf at 9.00 to 10 plf at 23.00 TC- 225.00 Ib Conc. Load at 20.13 TC- 200.00 Ib Conc. Load at 22.13 TC- 350.00 Ib Conc. Load at 23.00 I 1-0-0 7 1X3(R) _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 36] W6X6 2.00 R 1.25 Sheathing Is required for any longitudinal(drag) forces. All connections to be designed by the building designer. W=3X4 = 4X6(R) 01 2X4 III AVA = X3(R) 0-8-01-4 0 T 10-0-0 2X4 IIIW=3X4 4X4 III sx4 = 6X6[36] N1X3(R) _ Lc1-11-8>J Ile 23-1-8 Over Continuous Support 311 R=291 PLF W=21-2-0 _ . AC:,rns4ti Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15.11. v,••J, $:'•: r W / • 06 0 TY: 2/-/-/R/- Scale =.3125"/Ft. AL"Po AN I WMMnWY WARNING(•• MEAD AM) FOLIA ALL MOPES oM TNIS ORMIIGI TC LLIiOWTAMT•• F1pa1S11 THIS OpA•IAC To Au OOMIIIACIOO 111CLIp1AD ra I1MALLE713. Truf.es rpulr...tr... e.r. In f..rle.tlnp, n.l 1-9. Mlppllg, IMt.11lnp ono." M.f.r to .b f 1 • M 1a.a wltlon .f KSI twll.Inp tp.•.Mn< S.fay lnrerotl.n. .y TPI . • nu, for ...... pr. ... L tO porr-n, tmoo f-iono. IMt.11.r, .n.11 pr-oo trnpor.r, .rol-11 p.r KSI. tlnl... Mt.o OCM • op mord 1n.11 n . prop.rl, . -uld --tur.l .M.tninp .nd Do- .MM •M11 n . prop.rlt. .ttn< ATE • rlplo ea1,1np. Lo -Ion. .Iso Per ,olYMnt Lbra r.arant Of .... >al.l l novo D ellg Inft.11.D p.^ . • IDL uetlen. •T Or Mlp. ...f•11<.•1. Apply plot.. to ..<n f.<o of cru, - ,o.0 uon ...noon! .D.v..L• • M j.In< p.<.11.. n1... Mt.p .<n.r.l... a.r.r t. •r.,lnp. ,.pA.:.pr ;t.p.r• plot., LLtA1plM • •.vl.lon H 17 Mu11a1 q Co.pw pn , Croup Inc .n.11 not M •,ppn.lel. ren .nr p.ul.<I.n rr0• to O/ •.• O ••. slrlp .m !.liar. to Dull• tM truss In confofunc. .Mtn ANSI/7 1 1.ror for noodling. ,nl pp lop. / •, In,t.11.tlon A .r.<Inp .r tr..,.,. •••••••' OT. LD. ig 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF REF 8408-- 73161 DATE 05/23/17 DRW HCUSR408 17143658 HC -ENG KM/DF SE N- 513349 24WLALe0=VIk $Wit I30 1 on "l• dr•.I.p w - po" I Ining "I..1f 1rg. InDIUW .. Pit- of plof•••1.11.1 •n,lll••ring n••ps l•1 II., to l•1, f r tM -19. •Is11. Thr oulfJolllt, .n. D•• .r W. OrMlnp for f.d •trl.:tw 1 . r.•p.n•1D111t, of t,,. building Dslpl.r p.r ANSI/Till T S•D.2. I AAA DUR. FAC. 1 .00 FROM CH JREF- 1W12408 Z16 FL 32837 FLCOAAD278 For •or. InfKn.tl.n ... anis Jo.'. g.n.f.l ro . pop• .rd tn.f...D fl<.,: AL 1•E: .w..1.lMlt..<..: TPI: w..tpin.t g: •Tu .:'..D< -try.<.•. 'cc ....,,,c. r.1lipV la Flemin Lic Number: 66648 SPACING 24.0" 05/24/2017 lbbbbl-/7498 - U -VAVIV WLLKLY -- Lot 38 Reagan Pointe - h4 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "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. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A 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. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD SPECIAL LOADS No SIZE SHIFT BITE LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) 101 W3X4 1.25 R 1.25 TC - From 100 PLF at 0.00 to 100 PLF at 11.54 DL 10.0 PSF BC - From 10 PLF at 0.00 to 10 PLF at 11.54 SPECIAL LOADS TC - 416 LB Conc. Load at 11.54 LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 100 PLF at 0.00 to 100 PLF at 11.54 5.0 PSF BC - From 10 PLF at 0.00 to 10 PLF at 11.54 t` Q`•• h 1 TC - 615 LB onc. Load at 11.54 15.75" HC -ENG GA/DF AN RW Q1MRAM AIpIM. • elul.l- or ITr Wl lamp DoarMn . Gre.ap Ines -.11 w rasp-.lele rer •ny w.,lt.- fro. to erw lip, -y f.11ur. co bulla tM tr... In t-ror-..lt. MSI/TPI 1, or ror n.11e11n0.-IppinO, a- • b-" of er.n.w. 5-4-8 55.0 PSF 11-12 11,11 -:"a -r wO,idallip I.o.. lt1" n.,:iirll ii 1-1 W .r l i:ip r.wis° TOT.LD. 4y, w.. wM... DUR. FAC. 2X4 11 3X4 = 1X3 w 3X6 in 1X3 01 3X4[10] = 1X3(R) _ 1X3(R) _ L- 1-11-8 --3J 11-8-0 Over 2 Supports R=423 R=1529 W=8" H=H1 1 0-8-0 T + 10-0-0 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) a,WV/ • FT/RT=O% O% /0 0 15 1.04 06 .0 T 2/-/-/R/- Scale=.5"/Ft. as" IMIG, I" WO AW FO10 ALL 00, 00 TRIS OWMIW01 1Ra15M THIS •RAWIfO m ALL COWTRACTORS IIIC 71En i T LL 40.0 PSF REF R408-- 73162MT-- wIft IWSiAllfl6. Tru..w rpulro •crew a r• In f-rleK lope nr.•Iln•.-1ppin•, l-t.11.re .rr pa- . Mf.r to .Mltl- of • tn.amp (11..11e 9 Ce.pe...- S.hty Info l-. by TH •Tu) for r•ty prKtle- l DL 10.0 PSF DATE 05/23/17 rferoln0 - rr.ea.On>. Ins<.11•r. 1n.11 prw le• taidper-y tar -9 p•r SCSI Una... netts •t- t- ca.eN .n.11 Mw pre-rIY .[CKn- .true tur.l .M.0 lop .n0 -ttw CMre -.11 n.w . prop.rly .ttKna rl•10 celllnp. LK.tI-f .owl, for p.re.lrnt I.t.r.l r..[r.ln[ -.11 brKlnp Inft.1l- -r L : ATE •• Q$ DL V 5.0 PSF DRW HCUSR408 17143662 rnplp .• O o.. •], e" or •1D. - .ppl¢-1.. Apply plus to .Kn rL..I trate - p-lu- .t .row..bew - tMtJ•Ina Dull. .nl-. net- ecMrolw. R.lr a Orwlnp. 16"-Z l.r .a. -.re pl... -al- t` Q`•• h 1 LL 0.0 PSF HC -ENG GA/DF AN RW Q1MRAM AIpIM. • elul.l- or ITr Wl lamp DoarMn . Gre.ap Ines -.11 w rasp-.lele rer •ny w.,lt.- fro. to erw lip, -y f.11ur. co bulla tM tr... In t-ror-..lt. MSI/TPI 1, or ror n.11e11n0.-IppinO, a- • b-" of er.n.w. OR •• a 55.0 PSF SEQN- 512945 11,11 -:"a -r wO,idallip I.o.. lt1" n.,:iirll ii 1-1 W .r l i:ipr.wis° TOT.LD. 4y, w.. wM... DUR. FAC. 1.00 FROM RF 2aoOLTIeCT]nPeDr SIuu150 p.lr1•Illty er - al1•In• D-1/rr -r ARSIAPS 1 Se.2. IOdmdDFL32237 FLCOA00M For .ore Infor..al- .« cols J-'. -Mrol ro . p.p..M tar.. -b .lu.: ALPINE- .w..Ip.M.t..c-; TPI: w..tpin.t.xy; WrCA:.w..x.-.ntry.ew: ICC: w ...... -Dou la Fletning LicNumber:66648 SPACING 24.0" JREF- 1W12408 Z16 0524/2017 I, I005:!-//4`Ja - I$ -UAVILI wLGILLT -- LOr as Reagan rOlnxe - F4A J Value Set: 13B (Effective 6/1/2013) Top chord 442 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 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 121 W3X6 2.50 R 1.25 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC - From 100 PLF at 0.00 to 100 PLF at 11.54 BC - From 10 PLF at 0.00 to 10 PLF at 11.54 TC - 615 LB Conc. Load at 11.54 THIS DEG PREPARED FROM COMPUTER INPUT (LOADS A 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. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at 0.00 to 100 PLF at 11.54 BC - From 10 PLF at 0.00 to 10 PLF at 11.54 TC - 416 LB Conc. Load at 11.54 2-10-8 5 25" 2-9-0 7.5" 11-12 1x3 ul 2X4 ID 3X4 = 3X4 = 3X4 = 1X3 pi 3X4 _ 1X3(R) = I I I I I I II Kill 3X4 = 2X4 m A >_ 1X3(R) 1-6 3-0-8 l°Ee;.c1E 5-4-0- a_01, 1-11-8 11-8-0 Over 4 Supports R=215 R=172 W=8" R=1400 W=8"' H=H1 R=46 PLF W=5-4-0 lvs; 1 0-8-0 T + 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) a '**'/ • PLT TYP. Wave FT/RT=O% O% /0 0 15 1.0Z 06 .0 /-/2/-/-/R/- Scale=.5"/Ft. 9ARNINGI•• "AIC "UM ALL OTES O THIS WIMI IlO mT•• n.mis« THIS WMIIB TO ALL CMIRACTM Imwolll• THE I•STAUMIS, I, TT. LL 40.0 PSF REF R408-- 73163 Tre„r r.,e r...ar... <.r. In frr,<.tln•, n.rolln•. .nlr,np. Irt.11lno ..w er.<1np: It.,. to ... : * TCC DL 10.0 PSF DATE 05/23/17tro1•<eot eel Ir er •Gtl Iwumn• C<.p•.rne s•rar Inrer..c.., er T 1 •M SCSI rer retr Vr.<tleef 1 • p•rforriny lMr fu.et,oro Inat•11•r, M•11 prevlN leyer•ry M•<I,y per •C51. N.1 rf ro[r otMr tro • tr Crore M•11 - properly •tt- 1-tur11 •M•Nlr.• •ro rtto• Cner. Moll new • prerrlr •tt•<nd rlpl0 <elllnp. LettIons Moen rer p.r.•n•n[ I.[•r•1 r•str•1 nt of we, M•11 new er•Clnp In,t•Ilee p.r 0 /L .;ATE ; QB DL 5.0 PSF DRW HCUSR408 17143660 T or •10. 10 oppl.<AAW Apply p1•t•, e• seen fees or trots ... p•,Ia.on .f M.w. •sew •... •i V • • n' 11I O M`;slot p.t.11,, rotor etl .r lr R.r.r to er..ln•. 1e0A.: rer .<. e.r. p..t. pe.ltlon.. '9A :• // P .• LL 0.0 PSF HC -ENG GA/DFAL -Pow AIp1 ro. • Olvl,len er I1• eu.lelnp Ceepwi•nto Group Ins. M•11 rot r r.1 1- ela for •^r IM. •t.en rrr to O^ • / O„`O • .• wln•. .ny hl lure a Dolle tM tru» In eenror.•ro..It ANS1/T I 1, •r ror n.,Mllnp, Mlppinp. / •• ` •• AN Ir vCOMiMW ...•a....tlr . er.<.,.• er tr.,,., , F •••.....••• OT. LD . 55.0 PSF SEQN- 512951 eeel m "Is •re.11y w ep..f 0e•e Ilet llp NI• .r-6.0. Irol- eeee/tll0e N ref ..len•I erglnrrin. j4 IVAII-- DUR.FAC. 1.00 FROM CHrMpw,el I I Iq rl.ly f r tr Or l..I..,. The onitrlIIty eM w N Nle -Ins hr /p .trtster. I• 2 WDLeIe DnASe DI., SIOIt I50 re.ps lelllq of ens WII.Iro Orl•rex per ANSI/WI 1 Sr.2. OdM&FL 32837Fer rr. '"`er..""' - tnl ; ;'" , 9-1: SPACING 24 .0" JREF- 10012408 Z16FLCOA00272AL.'.: ew.olp,ro,te. eee.tTVI -p-t-9. •TCA: we.oee-try.<r: IM ,•f.pou I Flemin Lie Number • 66648 05/24/2017 1bb*V-//4VU - n -UAVIV WttKLY -- Lot StS Keagan rointe - F4u) 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 J) Hanger Support Required, by others Truss must be installed as shown with top chord up. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED 8Y 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 12] W3X6 2.50 R 1.25 2-10-8 5 25" 2-9-0 7.5" 11-12 1 X3 ID 2X4 III 3X4 = 3X4 = 3X4 aS 1X3 to 3X4 uW t F .W. 1 Ifl ts'E eT-1 IAa III 3X4 1X3 ei 3X6[12] I X3(N-8a-b T 3-0-8 o 6-8-0 . I . 1-11-8 ide 11-8-0 Over 3 Supports nn R=166 R=419 W=8" R=1391 W=8" . w c C, PLT TMP. Wave Design Crit: FBC2014Res/TPI-2007(STD) "' % - / FT/RT=O% 0% /0 0 15 1.0.06 .0 Q WARNING I •• RAD AND FOLLOW ALL MOTET IN THIS ORIMIIDI 00,40 IWORTAM•• FYDIISH THIS DM/Ir0 TO ALL CUFINACTOM IICLIDIMO MM IR4TALLFRf. Trus—. rpu,re totter t r. In r.or,t.tl.g, —ro .g, wigging, .....I ling oro brwing. R.r.r to .— 1 SnlldingtMlete.t -=tion of SCSI Coeponent S.I.ty Inf.ruclon, by TPI — MCA) for ..fety grottier ts-rfefeing trof. fu,etlero. Inft.11.rs fn.11 wr do, t mmr.ry or.t,ng per SCSI IAtle.. rot- eU.r+pe bone. Ilse J teP cror• .-I Mw Properly ett.tn.d .tract.1 .1l..wlp .,IO cloro on..I . pre-rly .tt rlglo [sliml. Lot.tle. Local ror per.onont leter.l r—tr.lnt of .o— nowfn.11 br.eing 1--sl.o per 0S ATE 11rt11 O s 2. M er 5/0. ...ppl,ewle Apply plea. to e.en rote or tr,n. end position .f we— wow tlocJolnt D.t.11.. —lo— rot- otlor.l.e. Rotor to dr—Inpf 1SOA-3 rer .t.M.rd plot. P—Iden.. Pot 9 / I If Alplro. . dl v,.lpn or In Sullen ng Cogwont. cr a Inc. .n.11 not r..ppolble rer car devletlon rr— an O •• 111 LLYJJ AN WW mMFKW 1df—I,.g• My foliate to bu 11. tro crus. In c—f—r .ltn ANSI/TPI t, or rot n.ndl Ilp. wlppinp. ueu— ..rs1no er [ruff... Aw- • OR`O • —, 1 \ • M•• Vpe-1 M NI •I-II,g M p..eR p.O. Iletlq N1. •r-Ily. Iltele.t— em t.lp N ProM.l.f..l .n Ilwrlp r-Pdllpl bl l lty —lel, M — •..ISI —. Toe wltrlI lty And w of NI. ar—Ing etJtCt.Ip 1. UWAI 1100LileQiOjtR.,Swte 130 r..p/Iblllty .r tn. 9.1 ding 0-6, P.r AEI/Ipl 1 S—.f. OtiSTCID. FL 37=37 FLCOA00M For .or. Infer— .— -1. fob g.ror.l no- , one [new —D .lt—: ALPINE .plrolt..c nl—..tp,n.t —,. MCA: w..welMuftry.eo.. ICC f.reDouI; lerning Lic Number: 66648 05/24/2017 10-0-0 2/-/-/R/- tTFj LL 40.0 PSF F DL 10.0 PSF B DL 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 73164 DATE 05/23/17 DRW HCUSR408 17143175 HC -ENG GA/DF SEQN- 517024 FROM CH JREF- 1W12408_Z16 100b>J-/14'J3 - 13 -UAVIU WLLKLY -- Lot JIS Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Pointe - ro 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. Lumber value set "136" uses design values approved 1/30/2013 by Special loads ALSC Lumber Dur.Fac.=1.00 Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 7.60 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 5 plf at 0.00 to 5 plf at 7.60 factor for dead load is 1.50. TC- 163.99 Ib Conc. Load at 0.79, 2.79 TC- 213.29 Ib Conc. Load at 3.79 Truss must be installed as shown with top chord up. TC- 422.06 Ib Conc. Load at 5.79 1-10-6 7.75" 5-1-2 1X3 III 1X3 le 1ri 4 0 1-4 0 10-0-0 2xa ul 2X4 lu 1-6 3-2-0 05/24/2017 I cc 7-7-4 Over 2 Supports R=110 W=7.25" R=1271 W=6" S••''vNote: All Plates Are 3X4 Except As Shown. O' \, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /O 0 15 1.04.06 .0 1 2/-/-/R/- Scale=.5"/Ft. WARNINGI•• RAD AID FOLLp ALL METES 0 THIS WAWINGI IlOIITAIR•• AA A1s1I T.IS DIIA•IA16 TD ALL Con W10IS I•Cllml•G 111E 1rsTALLEu. rO 00'40 T LL 40.0 PSF REF R4DB-- 73165 Tru--•- rpuir• ••lr.•. <.r• in r. .....in., n•n.11 ppin., ln>t•Ill •na ° ctn• 1•ua •alum or KSI (wmm. Co..rnc Lr•er Inrw..0 on. sy TPI nu) Per •r.cr pr.eue•+'; i DL 10.0 PSF DATE 05/23/17 p•rrN.lnp airs• ar. naaloInat•Il.rs N•11 prw le• t•.r•ry .r•eln. p.r .CSI. 1••> Mtw •tn r p• cp anor0 •nal nw• prap•rlyly •ta•en•. •tr uatur•1 •M•Nlp •n. .O[la. ever. +MMI Mw • properly Nt rlple c•I l lnp. Lac•tlm- „r.n for p..... ....... ......... of ...> >n•11 nw..r•elnp 1^>t•11b S9' • p.r Els : ATE : DL 5. 0 PSF DRW HCUSR408 17143176 aa. .. Applies..• Apo, pl.b- c• ••an 1". N aru>s •.r p•>R1m •> >Iv, ...r• ry . i At IIL JUUU w.a... N.or to er•.I,q> iWA.x r•r - p• w.t. pwlal•n+ O • •• MCR$-- LL 0.0 PSF HC -ENG GA/DF 11 Alpin•. • olv,-Im er In wmm D Ca aunu crw Ine. .n.11 neL w r•+penu °le Por •..y awl°aloe inp. •nr ql lur. to .u,l. — 1— In cmrp•unc• •itn AIISI,TPI 1. •r for n. 11rgI, >nlppin. Pro. to R OP•• O„\ AN ITW 00A0114M in,a.11.tlm ..r ...1 arin+.- TOT.LD. 55.0 PSF SEQN- 517028 MI on till° ar :'.9 .r — ~ IIns.D NI° aI IK• IA•laatr .aa•ptlO• •f pr•f•A.Isrl .I InNrlrq r••p l•1.11Iv r r w a»lal +Ila•n. Til° wlerll Iv .na VM N NI. ar lip Per a1ry .Lrticw 1. ,,s/ NAL 11` ' DUR 1.00 FROM CH2400L1IxOrWFDl,Slme150 ev= r••p rl.11lay •f ul. wllal.q D iip r per AEI/TPI 1 S.e.2. y M1 FAC . OdaWD,FL 32537 FL COA AO 278 For Nor, [nroar°.tlm - tnl>M•• am+r.i °° P.O.'..ir tn.".." ALPINE •l Tirol .. TPI. —p .or.; NTCA M ry. ; ICC: -Ar.j) I2 Flemin Lic Number: 66648 SPACING 24 .0" JREF- 1W12408 Z16 05/24/2017 k 1bbbV-ii4a5 - b -UAv1u WGGKLY -- Lot 3H Meagan rointe - rb ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. 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. These hangers and support conditions used at bearings indicated. H1) = Simpson H2) = (J) Hanger not calculated H3) = J) Hanger not calculated H4) = J) Hanger not calculated 1-15) = J) Hanger not calculated 2-4-4 _'0.25'`1 F 4-5-8 2X4 II 3X4 = 3X4 = 1X3 in 3X4 se P 1X3 In 1X3 ni 10 JAU v 1X3(R) 1-11-8 —,.j 7-8-0 Over 2 Supports 11=158 R=1159 W=8" H=H1 / 1 0-8-Qj(3(R) 10-0-0 05/24/2017 Design Crit: FBC2014Res/TPI-2007(STD) M V _r • PLT TYP. Wave FT/RT=O% O% /O 0 15 1.0 ,06 .0 QT 2/-/-/R/- Scale=.5"/Ft. Q D AN 11'1N CDMRW-...—on 24WIAtO"Ik.S1Rtt I3O f t inCOA D.S1I ttirnArona eARNINGI•• RFAD AM nxJa ALL IOfES OR 7N15 ORMIRiI • 1Woffmp• RSISN THIS vA•IRO T• Nt CO•F•Icras IRauolw na INSTALLERS. • 1n r.erltotlnp. n•nellno, .motion, l.nt•I1le, w lno. R.f.r t... 1 ; * tn. Lt•.t .eltl•n er .ea i 1bb59-/749U - 8 -DAVID WttKLY -- Lot 38 Reagan Pointe - FbA ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP N2 Dense Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 100 plf at 0.00 to 100 plf at 5.67 TC- From 225 plf at 5.67 to 225 plf at 7.54 BC- From 10 plf at 0.00 to 10 plf at 7.54 TC- 414.00 Ib Conc. Load at 7.54 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC - From 100 PLF at 0.00 to 100 PLF at 5.67 TC - From 225 PLF at 5.67 to 225 PLF at 7.54 BC - From 10 PLF at 0.00 to 10 PLF at 7.54 TC - 324 LB Conc. Load at 7.54 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -196# MAX. (See below) from a non -wind load case requires uplift connection. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 8] W3X6 2.50 R 1.25 2-4-4 0.25" 5-8 2X4 W 3X4 = 3X4 im 1X3 IU 3X4 = I 0-8*3(R) 3X6 a 1X3 III 1X3 III 1X3 III 3 6[8] e 1X3(R) Lc--- 1-11-8 -- 7-8-0 Over 2 Supports R=118/-196 R=1449 W=8" Design Crit: FBC2014Res/TPI-2007(STD) o ••v FT/RT=O%(0%)/0(0) 16. O104 ,21: 10-0-0 2/-/-/R/- RCILL 40.0 PSF L 10.0 PSF IB DL 5.0 PSF rfLL 0.0 PSF o-T.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" 05/24/2017 Scale=.5"/Ft. REF R408-- 73167 DATE 05/23/17 DRW HCUSR408 17143663 HC -ENG GA/DF SEQN- 16985 REV FROM CH JREF- 1W12408_Z16 7ARNIMGI •• MEAD AND FOLIA ALL MOM OM THIS ORAWIMOI IWWTAMT•• FWIISN THIS MMWINO TO ALL OONIMAC1OM3 IMCLIF1116 THE INSTALLM. TrITVV; ATE Trufwf rpulr. • trot e1r• In fwrltlt.np, q, Mlpp.n•, .M[.Il lnp •IC 1rfe .np. Maf•r to •.r. f 1Or 9tM1.<1.t M:tl•n •f MCSI (W:l. irq Ce.pen•nt S.f.t, Inror.lclon, Or .M FICA/ ter ••r.<, pr•etic.f 1 11- lplrfor..n• N•» f1Mt.pH. Inful l•rf fn.11 provle• [ffoerlry •rle.np p•r MCS1. Ilnl•f. Mtb O[Mr t» .Mr. M•11 Mw prep.rl, 1[t.th.. .tr Ctur11 1M1N1 y .. OOltw CMr. M.I1 h.- . prep•r:y . t rl•1O eN llnp. 1m1t1ons fIn•n ror p.rwn.nt bb... ...<r •In< er •Mf .nal n.w prlelnp IMt111»tp•r Oa po Y p •r •1M. 1f •ppl.ew b. Apply pl.<» <• I- I•t• f truss fm pof.uon .. fno r •Ow. frw tM JHn< O1t•11.. unI— not» a -I.. R.f.r t..rwinyf IWA-Z IOr N•r pl.t. p.... O Alp.n•. ...::floe of ITO •u.lo.n• C1•p.ewr<f Croy IM. •M 11 M< w r•N-1O1• for •nr -1tlw frw th i9 •i //// .( f P • OA •' 1 AN n W CDMiYWY arw lnp. 1nY f111ur. co Dulld tM truss In tenrorfunt• •Ith ANSInPI 1. •r ror hw1Ol l:q. .hlppin6, m1t1n1uon • erl V of v...f.f. f • O. `O ••.• 0•q.6*60y V 1 M NI• pwlrq w w»r py 11.11.9 "1..rwlA. IrOI••W •CC•W- r M•rw•I-I •rplll••rlry r••prrIM111Sy »1.1, r r s,..••l0. - Th. w1=111ty w1d r•• of "I• •twiny rpt wry •t,vttw 1• y j YlMV. ,. ryNA 24M24M LAC OFop Dr, Sam 15O r••pwrl.Iliq of tA. •rllding O••IA..•r I- ANSI/TPI T S•e.2. OIIAOAD, FL 12837 For - Inforw 1l fw this J» *l •1Mr11 Mus p»• re tMw .•s flu.: FLCOAJO279 ap ...• .1p.M1<. < : TPI. w•. ,p .r•: WTCA ......eln.,.ftry.t Ice.... -DouI Flcming Lic Number 66648 2/-/-/R/- RCILL 40.0 PSF L 10.0 PSF IB DL 5.0 PSF rfLL 0.0 PSF o-T.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" 05/24/2017 Scale=.5"/Ft. REF R408-- 73167 DATE 05/23/17 DRW HCUSR408 17143663 HC -ENG GA/DF SEQN- 16985 REV FROM CH JREF- 1W12408_Z16 C -UAVIU WLLKLT -- Lot 36 Reagan rolnte - f/ ) 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 Truss must be installed as shown with top chord up. 2-4-4 11.25" 2-4-4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d 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 ID 1X3(R) = 3X4 >= 3X4 a 2X4 of 0-8-0 T + 10-0-0 1X3 m 1X3 III 3X4 Sa 1X3(R) 3X4 = 5-7-12 Over 2 Supports R=296 W=7.25" R=311 eS FJ Or OOV ••••• • ••• yS•'+' Design Crit: FBC2014Res/TPI-2007(STD) o PLT TYP. Wave FT/RT=O% O% /O 0 15. 1.Of 06 0 T 2/-/-/R/- Scale=.5"/Ft. O d D AN ITMrOOMINNY MNINGI •• RAD AID FOLLOW ALL rmcs dl THIS OMIM • LLIlOWIAWT I RMITHIS1115 D M FO TO ALL CMIES Cft T I O ARIN T'M 1•STALLAIS. • m"„„ m.•elm• . am... e.m. ," ......... q, n.roll q. •nlppin•. N[...I • ...m.pl P A.r.m [... r 1 S * LM1•<••a ,•It len er KSI (Wllelnp Copelrnc S•r•tY Inror.•cl•n, pr 1.1 .ns RG) for •.r•cr pr.ecle•• • e p•r f.r.Inq tM fl•letlen• IMt.11•r• •.lull pr or le• c.4er•ry .r•elnp p•r KSI. ltil••• roc.. •a I ep C.erO •.•11 My prep•rlr Nt.<MO •trl,:t r.l ... ...t •ro of entre •NII ..w • prep•rly •«r ll•le C•Ilin•. L.e.tlen, ,ro.n or p.r..Nn<"I.t•r•1 r•ftr•In[ 0I ..., •null Mr• .r•eln• In•t.11•O Pr . ATE ,• Q DL et I•n• q. p r •10. •• •p IIe•.U. APPly P1.as• [• ••en r.<• f [ru•• •m p••IUon .. •Iw. •n•r. •m • ant Je lnc O•t.11•, InIN• rota ewr.l••. A•f•r t. erg 1."A Z fer •t•lb•ra IN• Iden•, • O1 +. COQ`.•• LL Al PIN. . mvl.$ er In WIIOIy fe.peM"n crwy Ine n•n Ma w r••ps.• — rem rqr eevuum rr•. an fit A •, Ol] •+ Inst:,lpla m P ."`e ntof old= tru•. 1. torwum..1a AIISI/Tn 1. .r rx .•Ml lnp. •.ippinD. 04t9/ t n ••..•. t.`.•,•• OT. LD. t7 v 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF REF R408-- 73168 DATE 05/23/17 DRW HCUSR408 17143664 HC -ENG GA/DF SEQN- 513111 240DL1LeOrIWDF.&MI30 rl w tI11. •r•.1 Il.tl NI• •r•.1 Illml..t•o f o" ng 11lq •.1.1~ t! 6.°Ip p ~• p • p ft, M l 1nMrI p Y or NSI wltI S Ity ..• ,...I al• .r IA rr .a •tr[ccw '. r•.ps.l Illty N sll. •.II•In• D.A•.r A.SIrnI / Ss.:. ww p• 4 D 1L DUR .FAC . 1.00 FROM CH JREF- 1W12408 Z16Cdxdo,FL 32937 FLCOAOD2M For ter• lnfer.•clul — c.l•^a. • ••n•r•1 ro .p.•• .ro tN ..... w••: SPACING 24.0" AL......PINI[. , TPI. —p --..FCA roe•[my t • Ice: .1 .... r.Bou I FlemingLic Number: 66648 05/24/2017 1 Ibbb9-//40775 - 75 -UAVIV WLLKLY -- LOt JU Reagan Pointe - VIA 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. L 2-4-4 111125" I 2-4-4 1X3 m 1X3(R) _ 3X4 _ 3X4 = 2X4 W M 5-7-12 Over 2 Supports — R=298 W=3.5" R=311 W=4" THIS DwP 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. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15. 0 I?. F -/2/-/-/R/- Scale=.5"/Ft. T•WARNINGI,• Mm E ' " Ab TOUR ALL IOM Or THIS ORARIROI R INPWJU •• R=:;;01S11 IR DURING ALL COMMACIRRS INCLUDING T11WAIAfRS. R : Tk L 40.0 PSF REF R408-- 73169 fr-,1•. r.,-I1..ar— Sol.., o .l,nN. .n,pp, nN. ,.a•Il,n, o,. pr..,,,p. N.r.r <e ... r. : TC L 10.0 PSFtM1•Ua bltlen of KSI (wllO,nR CYyY,•n< SNr— Infer- r*r .r i 1 nut for 1.far pr.etle.. . DATE 05/23/17 y IM<•I l.rf in•11 pray,.. t.•per.ry .r.e,-o p.r KSI. Ynl..f ATEtopeven .n•u n • r•wrlr .n.en•a .tr„ear.l .nr.tn, np .ro mtto. cmro .n.0 n..• . pregrlr •tt.enw r10,..ol 1,r Locotlons oi-n for p.r..,rnt I.t — r•.tr.lnt .r --p. .n.11 nar. —Ing In•toll.. p.r K : DL 5.0 PSF DRW HCUSR408 17143661 Q O .cum. D per RIO— ...ppll..el-. A. R f. rpl.-- <. •.. n r1.• N tans .r p»,uon o..Le-r• Yw..m 90 . . tn. ,slot R.t.,l,. ,nl... not...tn.r-1... N.f.r to .r.-Irpf ,AGA.: r•r •t..•r. pl... ».Itl.n. ww ` p QQ'• LL 0.0 PSF HC -ENG GA/DFAlpin•. o .I• — of MIN.. I—V C.Ip.rl.n.. Gre.. I -c —11 — - n.pw,•Ie I• Io, oM .1v .7 r, to \ . O t •• w,rq. orry foliar• to WI IC LM tro„ In ..lfor•.n.• -Ito ANSI/TPS 1, or for n..l Irq. .nlppinp, /`t_ AN IrW WMWWY ,n.tollot,m A .—Ing .r tr..,.,. st%piONA` OT. LD. 55.0 PSF SEQN- 513114 MI an till• .r:no M .•r -r p•R. Il.tlp t,ll. Nr.-". ..lp•t•• so.•pt..• of pM .—, •Igln.•r 1118 '.y I r••p- .1.111er ••1•Ir f•r w dodion oi—. TI. Wlt.el llty ... — or -1. —1.8 -ft': •q •trts. r• I• 2w0LtLeOrnpDr. Suite 150 1. ..Y •f tA. 5-1 dine D..IO.r p•r AMI/11I I S•o.:. DUR. FAC. 1.00 FROM CH OdmdD.FL 3337 for ••r. I.ror-. ....n1. 3m'. 9—r.l no . p. .,. u•.• — •I<•.: FLCOAAD278 ALPINE ---sip—t- too. TPI-—.tpin,t.«.• nu..p."....1-.-.trr..e-, loo•—c—oDoup,14 F eniing Lic Number: 66648 SPACING 24.0" JREF- 1W12408_Z16 1bbb•tI-/14Ut% - IS -UAVIU WLLKLY -- Lot 3U Reagan Pointe - r/u ) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Dense Bot chord 4x2 SP 81 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. 3X4 I= 1X3(R) a 1X3 III 1X3 Ill 1X3 III c 2X4 In IIII . II WA 5-7-12 Over Continuous Support R=108 PLF W=5-7-12 THIS DIYG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 0 4, ckSs C pR O b 6NA0 Lic Number: 66648 F-/2/-/-/R/- Tj L 40.0 PSF TC L 10.0 PSF L 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 73170 DATE 05/23/17 DRW HCUSR408 17143657 HC -ENG KM/DF SEQN- 513049 FROM CH JREF- 1W12408_Z16 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15. ARMING(•• IDWADAFOUR ALL IIOTES OM THIS MMIKI Iwvumff-• nm.;: THIS OIWIf."ALL OOIM1ACHM IM ADIM TIM INSTALIESS. Trmr. r»uIr• •rtr»SI1 e n r»nu<IIq, n•..•II.q, .nI».I.p, I t•1ling •..• --9. 01.1—.r t ...• re SCM1•t»t •Oltlon of (Sull•Inp Cupen•nt S•f•ty Infor»tl», by TPI •n0 TTG) for »r•ty Pr•ctle•. pi o p•r ror•..q t » r--In.c•n •r.. 11 pro oo c••P•r•ry broclnp p1 SCSI Ln:. M<•• a r+li top cnoro .n•III,— properly • •<n•O . er•1 .M•N I.q •» bocce. elver• •n•11 n 1 Pr•p•rly . •cn• ror ci•nontriplOc1llnpLlIl .1.»o »r 1•c•r•1 r Inc or »•..n•I I M brelnp In.t.l1- g,or • O S]. S) er 510. — Ile»b. Apply pl.t•. t• ••cn rete or tr.1. end po._ » .Iwo. •boy — Q D IwtJolnt D•ull.. .n l». . cod •tlwr.l». Nor., to • Ina. ISOA-Z for .a.w•r• PI.c. ».lt . Oivl.lon or 1T• Su11O1np Cop, 1. (ir, Inc. .n•11 »t » r»p..Ibl• for •r.y O•y1 •tI rr» Alpl.w. Ing, •ny r1I Wr• to bona tM 1— In c»fw•1..e• .Itn ANSI/TPI I, or for n...Ol Ing. Nipping. AN ITW COMWAW n0a100•u» A br•clnp or trm %. 1 on "*--:.p•r »r.r py. 11•t11 -1. Ir»Ip. Ilrl••<e• •—ImpL.rw• .r pror»•1•II.1 •ryln»rlq i, Peep•»Iblllty »I•ly w tA• O»Ipn .nom.. live wltilllty •n0 w •f tnl• •r lllp w •Iry •VtCw• I• 2400 LAt Onmp DT, Sunt 130 r•.prr loll icy or tA• IIII•Inp 0•.Isnor Per ANSI/TPI I S•c.2. Odwxb.FL 328.37 For a W-.— .•• ani. j»'. pwrr.. no pop.. w an•« wb .It•.. FL COA ID 27S ALPINE. ».,•Ip11.•.<. e : TPI: -#-cc erg; PTCA: w....elrou.ery.e». ICC: w• ••r•I Og3 0 4, ckSs C pR O b 6NA0 Lic Number: 66648 F-/2/-/-/R/- Tj L 40.0 PSF TC L 10.0 PSF L 5.0 PSF LL 0.0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 73170 DATE 05/23/17 DRW HCUSR408 17143657 HC -ENG KM/DF SEQN- 513049 FROM CH JREF- 1W12408_Z16 16659-/7495 - B -DAVID WLLKLY -- Lot JS Reagan Pointe - tU ) 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 Truss must be installed as shown with top chord up. 1X3 IU 1X3(R) a 3X4 = 2X4 III R=210 W=7.25" R=212 W=1.75" THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 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. PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O% 0% /0 0 15. 0 '. 6 .1•, F -/2/-/-/R/- Scale=.5"/Ft. 1ARNIMGI•• RM AID FOLIA ALL NOTES 00 THIS DIIANIIDI IWONTANT'• RM SN THIS O 114 TO ALL CaI•ACIAS INCOINS 11E INSTALLE•S. L 40.0 PSF REF R408-- 73171 O 1 0AIL AN nor CDMiMNY Trl.>r» r.eelr.. t _ r. In r.......M. nr..Iln,. Yllppinp, lm[.Illn, •ee er•eln,. A.f.r t..ro r. : tM 1•t••t .al<len Ofr•CSIe( 11-Ilel•, C.•e t S.r•tf Inrorwtl.n, by TPI NBCA) Per ..f•cr prKcliw • p.r fer..n, t1l.N fl•let lent. In>c•11•rf >M11 prerlw cwpor•rr er•e " qr •CST. Irlw> roc.e otMr•1 t.p CnerO .n.11 n.r. pr.p•rlr .[t.Cn.e .tr-e[... ....ln, rb rottw <neN •NII n•r. • prep•rlr •tt.elW N,le e•Illn,. L -l- .Pon for p.rwn.n[ I.t•r.1 rwb.... of wet >n.11 n.w er.el.q Inst.11.0 p.r " 01. . e[len• •T, •T or •lo. .• .ppllu.b. Applr Ala.. [o g f16C or cre>..m p..lum ...nw• .o.v. >m 7 •/ tM JOlnt o.t.11•, u11•.s rotor .t11•I-I w. A•f•r t0 erwln,. 1.oA-: fOr .t.lb.re pl.[. p..l[IOn. O OR pP; Alplro. • Ow Ul.n er I7• Nulle lrq Ce.pewn0 Greer Iro. •nal t w r•>pon>lel• Per .Pry e.vuu— rr•. to . • nr r.11llr. t• •.110 tM truss In t. rune. •Itn ANSI/TII 1, Or for n.lbllnp, .nlppin,, •••••••• ln.t.11.tlon . er.e lll, er trww.. n t%pfONA` G TC L L LL OT. LD . 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF DATE 05/23/17 DRW NCUSR408 17143667 HC -ENG KM/DF SEQN- 514571 y 2wDLL e Dr. SIUICI30 1 •n NI• erwllp w e•wr / 11•LI. NI• •rw1A,, IM I — .ee.pe•rs• N /fef... l•ro1 .Ip lrei.1. n..p•rr1•I1Iq wl•Ir r r eIr ew101 Ml•l. NSI rllwlllq .Ir lr .r t111• erwlM r•r ry •[.tst... 1• rwpw.lelllq er t>. Wllel.q owly r p•r ANSI TI 1 S•e.2. 4gppp1ll DUR. FAC . 1.00 FROM CH JREF- 1W12408Z% OIINdo.FL 32137 FLCOAiID279 Fer ..r. Inferw[Iw rl. t... Jw•. 9• 1 rot•. p." •ro tn•w .•e .Itw: AL/INF:---..l/lrolt..tw: TPI. ..•.apin.c.or,; MCA w•..etll,el„try.tor. ICC -.-• _r.9WgI4 Fleming Lic Number: 66648 SPACING 24.011 I0bD`J-//4U5 - 5 -UAVIU WLLKLY -- LOt 3IS Keagan Volnte - ra Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. EFAV41011 R=196 R=182 W=4" H=H1 X3 (R) - 1-0 0 10-0-0 THIS DWG 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. J) Hanger Support Required, by others Truss must be installed as shown with top chord up. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 WARNINCI• READ AND FOLLOW ALL NDTES 00 THIS ORASINOI IlanANF•• nm.; THIS DRAOIW TO ALL CONIfAC101111I INCLUDING TIN IIISTAums Truf... rpu.r• otr.1• .. r• In I,........0. nrbll,q, .nlp„p, Iroa•111np .n0 er.e lrlp. A•f•r to — f tM 1•t•.t •Olt l•n o/ RCSI (N,.1 IOlnp Co per.wlt S.f•ty Infor»t1», by TPI .n0 RCA) fer •.!•ty Pfsetlt•. I. e P•rfor., nG tM» f,.alero. I,Isull•r. wl l ProylO• t.yer•ry a •tlnp ,or KSI. Nnl.s. mt•O eaMrl,f teP CMlO M•11 11••• properly •<t.CMO • ut<ur •1 .M•tnl- .n0 »tt» CMr. .M11 n • yroP•rly •[t•CI,•1 r lyl. <•Illny. Leetlens Y.e1n for p•r..n•nt 1•t•r.l r•.tr •Int of 1•.. .n.11 Mw .r—Im I .... I.— per M rI O s NS q or M. .. "PLles.l• Appy P•C• l.— w ••en ! •f tru. — ,do ... ..s .now..toy .IO a 11 D MtJe lnt 0•t.11P, .n l•.. netW etM lP•. R•r•r to Orool v. /WA -2 !•r .<YWu'O N•t• »e1cIOM. r_ 1111 orlPlee. • awu,en of In w,lm.q CoyM• to Crpq Ine. .nen ,wt ee ... pon•ul• fer •ny OevLum r Inp. •ry, f•Ilur• to wild aM crus. In tonfor.•nt• 11th ANSI/TPI 1, or for n.Mllnp. M wim. AN nw C11" M/ m.c•n •aloo , er•tlnR or cru..•.. 1 M NI. Rrtolly M — p.O. aM1.0 N1. Or Ihe. I NI— ...t.11e. or protdool .I lomISI NIA r•.pwrl Illq »I•ly for trio ~10..howl. Th. wlt•Nlllty .,IP W .f "I. d-1.9 for .Iw .trlstlr. I. 240D Lake Omnr Dr., SIM150 r»Pswl Illty •f slrSol ding DoolO•.. sr lor ANSI/TPI 1 S2. 011ado,FL 32337 For •w• Inf.r..alon .•• ..I. Joe'. pwor.. no . P•p..ne aMN w..lt•.: FL COA 10 272 ALPINE: -.p.—I.—do. ,t», TPI .w.".- —9. RCA: •w..ee ,nau.try.e», ICC: •w.Ieeu1.13IMQl 0 O.c ••:c ORO N s!ONAF Lic Number: 66648 FW-/2/-/-/R/- T L 40.0 PSF T L 10.0 PSF DL 5.0 PSF r LL 0.0 PSF OT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.5"/Ft. REF R408-- 73172 DATE 05/23/17 DRW NCUSR408 17143671 HC -ENG KM/DF SEQN- 513030 FROM RF JREF- 1W12408_Z16 l I00O`J-//4`J0 - C -URVIU WttRLT -- LOT. so Meagan rolnte - rut Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP 82 Dense Bot chord 2x6 SP SS •B2 2x6 SP M2: Webs 2x4 SP M3 :W2, W4, W15 2x4 SP R2 Dense: W7, On 2x6 SP 82: 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 50 plf at 0.00 to 50 plf at 6.02 TC- From 100 pIf at 6.02 to 100 plf at 23.12 BC- From 5 plf at 0.00 to 5 plf at 6.02 BC- From 10 plf at 6.02 to 10 plf at 6.17 BC- From 210 plf at 6.17 to 210 plf at 11.17 BC- From 10 plf at 11.17 to 10 plf at 23.12 TC- 209.59 Ib Conc. Load at 0.25, 2.25, 4.25, 6.02 TC- 620.00 Ib Conc. Load at 23.12 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 01 W3X6 2.75 L 1.25 2] W2X4 S 2.75 4] W3X6 2.75 R 1.25 5]]] W4X4 2.25 R 1.25 10] W3X6 1575 R 1.26 4.25 15 W4X6 S 2.75 23 W4X6 S 1.50 24] W4X6 S 1.50 25] W4X4 2.25 R 1.25 26 W4X4 1.75 R 1.25 1-4 0 2-8-0 3X6 =- 3X6[01 =4X4[5] 3X4 = 2X4 III 2X4 THIS DRG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3 min. nails Top Chord: 1 Row 010.75" o.c. Bot Chord: 1 Row *11.50" 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 OL=3.0 psf. GCpi(r/-)=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. 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 MODIFIEDI Laterally brace BC above filler • 24" O.C. (or as designed) Including a brace on BC directly above both ends of filler if no rigid diaphragm exists at that point). 6X6 = 4X6[24] III 4X4[26] se 3X4 e IA•1LvJ e 4X6[15] 2X4 pl c1 -11 -By 6-2-0 3-6-8 1-5-e 11-11-8 I de 23-1-8 Over 2 Supports BPI R=2092 U=297 W=6" nMjJ=170 W=8" 1-4 0 10-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/O 0 15. 1.0 6 0 TY. F -/2/-/-/R/- Scale =.3125"/Ft. WARNING#•• WAD Alp FOUM ALL IDIES Ol THIS WMIISI IWORfAST" ROI91 THIS O.A/I.6 TO ALL CWMACIOa IIICLUDI16 THE 111STALLAS. r TJC 40.0 PSF REF R408-- 73173 Tref••• f.er,e.cln,, A•f.r tL DATE 05/23/17 rpulr. • - Z... r. In hMell,l,, M Mlnp. in t.11 ln• we er.<I,y ao rb f • tn. la..< MitlOn >fSl(wlleen• Ce.pw wt s.Lar Infer..a,w..; TPI .. MCA) I•r wI•ty pr.et,<.. p L 10.0 PSF to Mrfer•Irq tn.w f.wec len•. Inst•Il.rs Yl.l l prw,e• a•yr•ry .r.<l, poor SCSI twll wf not•e oclwrool aM CnOre M.11 n.v proopoorly .taK1.M •trueaur.l •MKhln, MO Wttw tore ..... h- . p,ep.rly Kt.< AT DRW HCUSR408 171436657• rlple <Nll,q. #«Kiwi Mew. qr p•r M.nt IR.rN ,w[,•Int of ww. Moon h..• er.ele, leftal.e poor se b •• '" • DL 5.0 PSF 3 67 sto. • AMIY Oa pD f.euw• r w .ppn<wl.. plKw co can root. of orw. _ sows.. .. Mewl .ee„• ..e aAl J• n< ,a•11., MtM ootl M'•iw. r•r a erwlp• 1e M4 r•r Ser e.re pl.t• M.luen•. a j •1 •• t<• T•( 0'((f- w9J' 1 LL 0.0 PSF HC -ENG KM/DF f IT .. Alpin.. . OwMiw of ITS WIIOinp Copa,wn • Gr•.q Int. Mal Mt e. roo•pen.lel• qr .•r e•.,iKlw Ire. to wlnp. wy f.11u,• to eulle tM [ruff In cwfor.wC..IM AM51/7 1 1, or ler hwbl l,q, MlMlnp, O Pi1 SE N- 513033QANTNlbMR11MfInK.u.uw • er.<In, or v.,.•ef. OT. LD. 55.0 PSFSSr.l w H.1. •I•., w p•,. I -- NI. 11-111 In•1.1W N pl r1.1W .Ip1fMI. L FROM RF Art -1.lidrrpswl•11I cr oosl.lr ISI Hw OD_j Yw.. Th. w.I gs11Iq .r oof H.I. •rwlti r r .nr .erast.r. I. DUR FAC 1.00 oo 2a00 L1le Dlmje Dl., Sure I50 Iroo.pwwl•1llty N H. wile llq A•lOwr poor ARIm1 1 S•e.i. Z16JREF- 1W12408 Z161W12408_ 0imdaFL 32837 FLCOA10273 Fer wr. Inr•-.teen thi•,m•• ,.n•r•1 ,w a p.,• -b H e• fli••: SPACING 24.0" AL IME ..•...pin.la• e . TPI . p......r,; MCA ..:..e<li.ewtry.<w: WC: .ic_• Doupla Flemine Lic Number: 66648 1451559-/7495 - B -DAVID WEEKLY -- Lot 3B Reagan Pointe - FG2 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 :W3, W10 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.13 to 50 plf at 17.21 BC- From 5 plf at 0.00 to 5 plf at 17.21 BC- 312.00 Ib Conc. Load at 2.13,15.87 BC- 120.00 Ib Cone. Load at 3.64,14.21 BC- 160.00 Ib Cone. Load at 5.57, 7.45, 9.45,11.49 13.49 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. 118 2X4 III 3X6[1] im THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR See detail STRBRIBR1014 for bracing and bridging recommendations. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11 W3X6 S 1.25 16] W3X6 2.75 L 1.25 20] W3X6 S 1.25 The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. 3X8 _ 3X4 _ 2X4 III 2X4 III 5X6 = 7X8 a 3X4 _ 3X4 =_ 3X6[16] _ 3X8 = 2X4 III 1-4 0 10-0-0 3X6[20] 1 46 17-2-8 Over 2 Supports WWr ,. '' R=1239 W=7.25" ,00! A=7.25" PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) 4r 'W.F 'C " FT/RT=O% O% /0(0 15 1.W1. 06 .0 QT 1 L/ -/2/-/-/R/- Scale =.375"/Ft. SAWING, •• 1110 AM fouo ALL SIM oN TNIS ORMIKI O. T LL PSFINIONfANf•• R=.;N THIS 411.1110 TO ALL CMFXWTM IWLUDIW TME INST1LLLEl3. 40.0 REF R408-- 73174 r. :. if . ....... 9. lu,.11np, sD M.hg. . .1110 roe Dr.eln0 A.r.r to .,e 11 t »isle, .n0 Co p.n.n< S.I.ty Inr.r..tlon. Dy TPI •,W WCA) fe, •f•<) pr.etlt.s DL 10.0 PSF DATE 05/23/1 7 to p•rr«.1,.0 <M» f1I1et Inatoilers tn.11 prwl» t•o,or•ry D •elnp per OCS1. U.1... net.. - " 0 . top error. •nal n0.. prop•rlr .et.eh.o tt ra tMaelnp •n. Delta. ener.... II Der.. properly •tt riplo cNllnp. 1 --ohs .De.n for p.ru,w.6 Lt.ra rotrant •r - -..I M» Dr•en.0 Inttaleo hi ATE ' DL 5.0 PSF DRW HCUSR4O8 17143647 thet l.I. q. .T er -I » otoo .D1. Apply pie to » ..M fee. of forst p»ltlon •. .Der. the Joint Det•Ilt. 11.10». ro<•O Otn. ltA R. r.r t. .r.rl,q. ).OA -2 for st.r1.•r. p.- p»Idem. 00 • a pD A Alp1 m. . .lrlaen 1.r In W11.1n• Cetp.lwn . Cro.q Inc •1.11 net » r..pem l 1• ter .nY cool •teen fry a •e / / Q`Ote. O •••••O:: LL 0.0 PSF HC -ENG KD/DF AN ffW AAOMNY or..••1.01 •tl..yi . or•e.np ef"cr1.»M trust 1n cont«.enc. .IN ANSI/T 1 ), 1.r r« none arq. tnlpp l,p. l - I en "I. •r-ln0 r rlrr p.O. 11.11n0 "1..r..lny. IMI..toe . Wtee..f "t-.1-1 TOT.LD. 55.0 PSF SEQN- 515013 reepsrlDl l lb rlely In- u1e .wlp1 .Igw1. The ..1C.DII ICy .11. 1r. of MID .rrin• M .q .ir.salr. 11. th ONAI DUR 1 FROM CH2wDL.l.OrnleeDr Sone I30 roepe l.l l lq .f silo 0.1 .1,0 0..19- pr ANSI/TP I Soo 2. FAC . 00 011mdo.FL )2131 FL COA OD 271 for .ore lnf-redo, tee this Joe 0•nera no s pope erre tn.» ALPINE: 1.w. Wheite.eoe. TPI• ooe.tp.n.a r0. RCA: w..t.elmutcry.t•.; ICC: w .....per I Fletning Lie Numbef: 66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 k I0DOW-//4VO - 13 -UAVIV WtLKLY -- Lot Sia Keagan rOlnte - rla3 ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 675 plf at 0.00 to 675 plf at 4.00 TC- From 175 plf at 4.00 to 175 plf at 11.54 BC- From 5 plf at 0.00 to 5 plf at 11.67 TC- 2100.00 Ib Conc. Load at 4.67 TC- 300.00 Ib Conc. Load at 6.67 TC- 225.00 Ib Conc. Load at 8.67 TC- 200.00 lb Conc. Load at 10.67 TC- 350.00 Ib Conc. Load at 11.50 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 21 W2X4 S 2.75 51 W3X8 1.75 L 1.25 71 W3X6 S 1.25 10] W3X4 2.50 R 1.25 12] W3X8 2.00 R 1.25 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3X4 m 3X4 III 3X6[7] = 3X4[10] _ 2X4 of 3X4 im Winigogo 2X4[2] III 3X8[5] 3X8[12] III 1-0-8 10-0-0 3-0-8 3-1-6 6-8-0 Js 1-11-8--j 11-8-0 Over 3 Supports R=1073 PLF U=21 PLF W=3-0-8 R=2513 U=107 W=8" R=1477 U=18 W=8" S' F A o Design Crit: FBC2014Res/TPI-2007(STD) o V S PLT TYP. Wave FT/RT=O% O% /O 0 151.Or1.06 1.0 QT 1 L/ -/2/-/-/R/- Scale=.5"/Ft. WARNING I•• READ Alp FRAM ALL ROTES 011 Ills ORA.IRGI • O. T LL 40.0 PSF REF R408-- 73175IRPDUWr-• FWISN /2113 ORNIRO 70 ALL WnRACIon 1.0.1p1.0 7NE 1•STALLE74. • n:' b :.:1I;e1r..rl<a, •` nww, 1 .n, t- n,t.Ill w....<1... •.r.r t... lI * * DL 10.0 PSFt -• t:.4• -•n s r.tr I-rw..use nr In nuI'rer .r.cr •r.<tl<•• • DATE 05/23/17 le y.rfor-,n• tn... fu,e<.en. In.0 11•r• •n•11 •rerlw t.yer•rr .r•eln0 p.r KSI. IY,I••• ro<•. e[Mr • dgr0 M.11 n.-• .r.Wr19 •tt.<n« •tru« ra w»Knln• .n..Otte. mere .n.lI Q O r:. nl• e. su10i.. rqenI. n•, tI.• l•,)l.. rn. pt.. f. ,• II1eL, 1• ur. cr•R•wt1Otll..•. n. D... • un•llpelo.tipw..tl. M,< To•. Kr L. m.. r•.. I,noc,.<m-fIoNr.. r• n. cI . r... Ittnr • Inc or •.. tr..r. n•ll .. r.... n..lnUII ..l.,-< qn.. . e•• n.rMIlp<owpIw. lnnr. p. r nw.rsl.q .....l.l.. ..» PA• DL 5.0 PSF DRW HCUSR4O8 17 143655 A.Ir p-.. f-. r nI... W.r o•IGOA: AWl. LL 0.0 PSF HC -ENG KM/DFwne4 •• ANSI/M for AN IrW MMiMNY --lost- A .r«.n• er tr.n.... ••..•F.`..•• TOT. LD. 55.0 PSF SEQN- 512971 1 .n 111. •r.•llly .< s•.r I4 11-1.. t•1. •r 1.9. l.•la t•..se.i.n...f Mtw.lAw.l NIO1•..rinR I/ ./`- -• r-..wwl.l l lq ..I.Ir TP I S Iq wl• w K NI..r Ip Tar .lq .e.,lee,rr 1. OI A L DUR . FAC . 1.00 FROM CH 2400 LAC Orange Dr,Swu 130 r...wwlNllltr M w WII•Irl• A.1/or r.r A61T1 / Ss.2. 'v„{• OdmdcLFL 37337 For ter. Inror.. - tnl. 3a.. pN-r.0 ,w • .•R• •n• tn...... .Ic.. rEiEVEIaa FLCOAOD27fi ALPINE: -..I.lOelt-.<.-. ,*I: --• t,lm-G..Iu:-.:•,«.^.1..<rr•<s: I«: -c-r-Doul Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 I, 1bb5V-//4VU - 0 -UAVIU WttKLT -- Lot 415 Keagan Volnte - rU4 ) 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 Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 594 plf at 0.00 to 594 plf at 4.10 BC- From 10 plf at 0.00 to 10 plf at 4.10 2X4 UI 3X4 m 2X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Provide for complete drainage of roof. Truss must be installed as shown with top chord up. 1-4 0 10-0-0 3X4 = 3X4 4-1-4 Over 2 Supports I Iq R=1239 W=3.25" R=1239 W=6" or 46SFDesignCrit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=096 096 /0 0 15T 1.Q .06 .0 QT 1 L/ -/2/-/-/R/- Scale=.5"/Ft. WARNINGI •• ""'° A10 Fouw "" Wvres a tNls awIR6I T LL 40.0 PSFIWVUMT•• Fina1SR THIS MMIIO TO ALL COffRW10•S IaCLWI.6 M 1•STAUMS. REF R408-- 73176 Tru,wf requl rs • a ees r, In faxlea lip, nen.11no, enlppinp, IMaell-a —a --q. Refer a —a 11 • aM laaa wltl.n .1 SUS (110I.lnp Ce w»nt S.r.ty Inror..aen. by TPI eM WICA) r.r ..ray .r.<a<.. • 1k DL 10.0 PSF DATE 05/23/17 l• P.rfer•Inp ta.N rul<alenf. Inftolf- fn.11 p,s to r.ry bre<Inp per •CSI. Ilnlaf Mtw KM • op <MN .nal neve properly .ate<nw aru<t ra eM.Mlnp ProP.rly . • rlpla ca Ilnp. Lacealenf Howl ror Per•elont" lateral reftrelnt er wbf fnell Mw breclnp ..,aellea per • ATE DL 5.0 PSF DRW Hcusa408 17143652 feeuonf .] 010. ., eppl leWle. Apply Plate, to eecn face of `roe, wle p»Itloo ., Howl epweaM „Ina ;;t!71— .. ,a,»..1,e. Refer t. area I.OA-Z for etenaera plate peflalwo A • . O LL 0.0 PSF HC–ENG KM/DF AlplM. , alelelen er 11.11tIa1 prCaywentf Gro • Ina. eMll Mt b. re.peMlble rer ry p.vletlenreel"•, ery. f.11ul• t. M t Inf In <onfa•fn<e alto ANSI/T 1 /, er ror nrWllrq, fnipPl no. h0• t O • AN InvooMPAW br.<I,p of ara„e,. MI — NI. af lnp M CMM pap, 11 -IRO NI. a—Ire. Inala•t a .ta.t•lal. M r•f•MI.NI .n•Ilwflnp 40-6...000- ORS ' j TOT. LD. 55.0 PSF SEQN– 514602 rwAwl•I I lty .slay r•r eM ~01 MIOwI. The .o1N•11 Ity ena W M t•1. ar.•Ip f•r erry trt•tl/• 1. r, . ONAL DUR. FAC. 1.00 FROM RF 2/01 LIU C]MF DF, &M130 r...l.lblllty M t,~ TWl lamp 0rlgsw pM ANSI/TP 1 T =- . Odads.FL 1207 FL COA 10272 F.r ire '"fer'a`l"' fee anl. J-*. worel ne f Pepe .la `!lata f•b fltef: AL—E aplmlae.<a.. TP, .tp-st o: •rcA. — --try• IK: ... ,erepou la FlemingLic Number: 66648 SPACING 24 .0" JREF– 1W12408 Z16 05/24/2017 lbb*<J-//4VU - H -UAVIU WLLKLY -- Lot 33 Meagan Pointe - LJ1 7Valu,o Set: 13B (Effective 6/1/2013) hord 2x4 SP #2 Dense hord 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"x3.5"), toe nailed at Bot chord. 6 21-4-11 R=46 U=22 i 1-4-3 R=34 U=0 0-4-0 2X4(A1) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 21.18 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. 2- -0 Over 3 Su its I R=82 U=6 W=4" ` S F/ AY1 4 RL=28 OO•.. • ~•. cam• "/,#I Design Crit: FBC2014Res/TPI-2007(STD) ' $•• PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.OJ• 06 0 /-/2/-/-/R/- Scale=.5"/Ft. ARNINGI•• MEAD Alm FOLUN ALL MOTES OM TNIS SWIMOI • IIORFANf•• R111111;; THIS OM11•IMO TO ALL CWMAC=n IMMMINc THE INSTALLEMS. . • C LL 20.0 PSF REF R408-- 73177 Trus• rpu,ro • a • r• In ftlrle•aln•, O•MI1,1•, MlPpin•, IMt•111n• •M Dr•tIM. R•f•r to •,,. f 1 • r`•eSI`iwl l.b t C., -n. S.r•ay Inr•r.al•n. Dr TPI w- nu) fV ..r.q pr•ealt., 1 * ADL 7.0 PSF DATE 05/23/17 P.rfOM,n• tA.,. rrl,«,On>. In,<•11•r, ,n•11 pr—od t pr.ry Cr r, p•r KSl n•tb naMr- ATE ,Y3$ elwre ,MI I nw• ProP.rly •cc.eMe nr,Cwrol •n•..I,q .ne weave t ro —0. D•w . Prz"_.l .«.< : . DL 10.0 PSF DRW HCU$R406 17143650Ar1p10 •Ill,q Lw Ia ,Own for p•rP•n•nt 1•t•rol o ••e Int or wo• •11 Mw Dr•tlnp In,a•UW P•r .• eT or n•... •ppllt•DI•. Apply pl•u. c D ra• or <r,-> •M pw wen •, .M-..D«...a • • o•t.II.. ..1.,, Mase Irg C ,• A•r.r a. e— _. I.OA-: ror .t.ne.re pl.<. pe.l<Iw.. •. t OQ.•' LL 0.0 PSF HC -ENG KD/DF AIP, M. • elvl.lw or In •u,le l,- Corpw-n , 6ro,- Int. .O.11 Mt w r•r r,r 1O1• f•r •nT e,ul,alw frw < OA ••' OR` ••• Mwlnp My f•Ilur• to ewlle aM eros• In eonforune• •Ian ANSI/TPI 1, or for n•,ull inp, .nl / AN I W CDMPAMY ,M-111— A Dr•tl r r. -w>. wln• ••••. y N••• D a ,,y p sA,NAt OT . LD . 37.0 PSF SEQN- 514981 MI M NI. •fw11q w e.y.f PAP II.tI. Th. arw11, leen — .1' Mi.l-..f Pr•f...l.Ml .11011-.f lfl• // / w r•.pw-IDlllq wl•ly fM tM Owlpl Yawl. TM Wlt lllq wIP W of NI. Nwllq for .q Ut.ItlGI. le AIODLtte OFop Dr., Suite 150 rwps-IDulq •f — vending p••Ipr Pw AMslml T S.D.2. 11 Yp DUR. FAC. 1.25 FROM CH OIIAIIdD,FL 32837 For Mr• Inr.—Ion .w anl. doe•. q•Mrol M > P••• •.la eM ws •It••: FLCOA/027E ALPINE, w•,•Ip,M,t•.<w; TPI: •w.tPln>a •ro:.TCA:.:'.,.a,M,,.try < IM w.,lt 1,I)C'U I Flemina Lic Number: 66648 SPACING 24 .0" JREF- 1W12408 Z16 05/24/2017 1bb5•J-//4VU - U -UAVIU WGGKLY -- Lot 35 Reagan rolnte - LJ/ ) Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 42 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4(A1) _ L* 1-4-0-3-J 7-0-0 Over 3 Supports R=360 U=61 W=4" RL=124/-30 \ R=169 U=81 R=127 U=0 23-10-11 3-1(-3 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O% O% /0 0 15. 1.0 06 .0 /-/2/-/-/R/- Scale=.5"/Ft. tA1W INGI•e ia"o Atm fouw ALL MOPES 0 THIS ORWIM I • TC LL 20.0 PSF REF R408-- 73178Iwmmf•• RM•11 SN 7NIS OMWIMG TO ALL COMIMACNO INIMMING 11E IIIS,ALLM. • Tru,N, r•pulr• • t •_ •r• In f••rlc•tlnp, nrgll pp. q. In+telll,q .,M .r.elrq. bfer t• .ro I 1 '* L 7.0 PSF DATE 05/23/17tMI.... NI[IOn OfrK$ Ic( WI1•Ip Ce•••n•nt Sep,— Infer.ecl N, OY i 1 •l- RG) f r NI.tY pr,etic., 1 • p•rfer-I,q tMN furo[len.. In.<.11•r, N.11 proY1M c••por.rY .f•Clnp p•r KSI IA,IN, ro[N otMre C• W prier• -11 IHre 111 NllYP1•t<•eM0 •V 11.l —Ing r0 ro<t_ <nOro „l•11 M- • prep•rly Itt.pM. • ATE DL 10.0 PSF DRW HCUSR408 17143644rl•1• •Illnp. Lo<• 1— for pere•Mnt osb o K•Int Of — N•11 low 6.0 Inft•11ep per 1 ft . ,Neu en, s] s, or 010. N •pp14p 1e. Apply pl•t•, N •Nn f.ee of -6 —1 1-1U en .+ u,p•n .e•e• .ro •• • a 11 1 , 10 2 tri. Jelnt petv;... .. — etMr l••. Mf•r ce .r_I,q. 1••A.] fpr •c.n.•fp pl.t. pp.ltl•M. •.• ,OP•.•• LL 0.0 PSF HC -ENG KD/WHK II'' l I' Hf Alp: M. • or 11 wl101np Co;wl•nt, Group In< .n•11 Mt N r•.Nn+lsl, f•r My pee &• Trp. an A .• OO .• AN ITWMIAMINY N:,igi:alp... n,.e:,y •."«.on..M t ..,, In confpr..,,c• eltn ANsI/7 1 ,. or Ter n.nel I,q, ,nippl.q. '9f, 9/•/. •. ...^... •' OT . LD . 37.0 PSF SEQN- 7367017 `- y • 1 M "S. •f_11q N — P.•. llnllq till. h_Iq. 1101— m•t-.f pr•fw.l.•.1 .fglll..f llq NAI r.•ppl.l•I l lty NI.17 f r w _D l/1 elw1. TM .;lull I.y .tl• w N NI. Or_Il p ft, • .VaRw 1. rNpa,1.1.111 tp .. n.. w11.11q D_1p,.r p.r AMsI/rPl t S_ ]. ,ls DUR .FAC . 1 .25 FROM TH UOD L]le Dr.. Style Iso SYp TNTg1r OdVAD.FL 3207 for Nr• In/erNalen +•e ante Jpp + •.•N.1 M + pq. Np tl•N w. +It•,: FLCOAADrn ALPINE:--..IPIMI<-•<_: Tpl, ---•tpin.t.•r•..,CA ... ro.,,trY [_. I— ... ......r•Dou 14 Fleming Lic Number: 66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 I, 1000%I-//4tJ0 - U -UAVIU WLLKLT -- Lot JC Keagan volnte - UJI Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS ONG 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=240H4 34- 2{0/-10-11 20-4 8-0 R=9 Rw=15 U=10 T 0-8-0 L 1-4-0-3-J 1-0-0 er 3 upports R=201 U=56 W=4" RL=32 Design Crit: FBC2014Res/TPI-2007(STD) ?' " • PLT TYP. Wave FT/RT=096 096 /0 0 15. 1.Of 06 .0 /-/2/-/-/R/- Scale=.5"/Ft. NARNINGI •• RFAD AID FOLIA ALL ROIES ON TNIS ORAIMiI . T/ IMpORTART•• RMI91 THIS NMIRO TO Au ONMWTM lommsm TME 1•STAUJM. LL 20.0 PSF REF R408-- 73179 Trues require eetrer e.re In f.•r,e.tinp, i—el,no, ,n,pp,no. Inst ellinp 1M gree inp. Rerar to ero r 1 M Lbst .•Iden of •CSI (Wllpl,q Ce.oen•nt S1r.cy lnfor 1— by TPI .,e .TC,,, rer ..ray pr.etle„ i CTL 7.0 PSF DATE 05/23/17 alpO p.rr.reinp IM,. .y In,[111er> >n.11 pre„le. teyer.rp tree i,q p.r III Ipl Mt., . tnero . ATErig eMr• 1"ell n.,.. pr.P.r l•,.tt.eMa >""`.rel .n..t„ir,p "° °°tt., —rd .n.11 n.» . Prep.rly .tt ' • GB DL 10.0 PSF DRW HCUSR408 17143643OilIll,q. Laeltlonl for p•reeM„t I— 11 11 t r .lies 11 Mw Dr.elnp In't111.a per -0 • • et ,ens Rl. •T .r plo. .> 1pp1,e1N. Apply pl— t1 eltn f.e. or tru» .n1 pe.,t,en ...ir>...e.,.. ° 1 1tMJ11nt •.t.11s, .n lees rote° etneroil.. Rotor to 411—p, 16”-E f.r 1t.M.r• Pl.te polltlon>, • P 11I_QQQ... pD AIpIM. . •IVIHOn .f IT. •ui l•i p C1,q,wpnb cre Int. M.I I rot M re,po,ils— for °1111tion rr.. to OA •• C O`O •••• LL 0.0 PSF HC -ENG KD/DF AN RW CCIMRVJY or 1'1'1•Uon • er.e inp r„110 ;M trues In emforelro• .Itn ANSI/T 1 1. er rer nen°I lnp, >nlppinp. ,/ ••• •- N •• n.t tru> e1 y/F,S+ •' OT. LD. 37.0 PSF SEQN— 736955 wl en tAle •r-11, er oiner pye listing "is •rAe1nR. IMICptoo es•ept•1ee of profeuleMl wMenoer llq rolp—lb llty solely fey V,e • o1q. ties. TM wltl•111[y eM w of Nle •rrolA rr •q aflotw 1• 24WULeOrwpDr.Sm1p15O r.ep.rlellltl .f is w11•Ino o.el•ner per AMI/Tpl 1 See.y. O DUR. FAC. 1 .25 FROM RF Odudo,FL ren For ire `nt tim ,e• t[i1 Job',g11 ro . p1g. "'° "'. "` "it" FLCOAR027t ALPINE: ....IpiM : 711: •w. pin.. ra, 9-o.tCA Mu>try.e 1a: ....pou I Fleming Lie Number: 66648 SPACING 24.0" JREF- 1W12408 Z16 05/24/2017 1bb59-/7498 - 8-LIAVIU WLLKLY -- Lot 38 Reagan Pointe - CJS lue Set: 13B (Effective 6/1/2013) Top chord 2x4 SP A2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & 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 NWFRS 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 i21- 10-11 0-8-0 1-10-3 R=50 U=0 T20- 4-0 0-8-0 L 1-4-0--j R=222 U=45 W=4" 0-0., p S FLF RL=62/-23 O -•.`.•• ' ••.; /y Design Crit: FBC2014Res/TPI-2007(STD) O • J SF••. PLT TYP. Wave FT/RT=O% O% /O 0 15. 1.0 6 0 TY. F -/2/-/-/R/- Scale=.5"/Ft. WARNING, READ AID Faun Au. ONES ON TNIS WMINGI • • 7C L 20.0 PSF REF R408-- 73180IWTGWrANT•• FNII11D1 THIS pNA•IIIG To ALL ewffmom lumen IID TME IMTM.LM. Tr,n,.. rp.,r.. t ... r. In r.,rla.tl,gc n.rollrp. ,nlppl,q. IMt.111p .,,e ,rKlnp: N.rer to .,w r • • L 7.0 PSF DATE 05/23/17tM1•b•t »leen Of` Ac51e( wlleln0 Oe•Pw+ "- IMw.•clon, " r I ,ne .rCA) for f.tY pr•et1q, p • p.no.. .p cM.. flnC[lenf IMa•I l.r• •I,.11 Prey lee l.yor.rY .rK lrq p.r pCsl. Unl.•! M[» O.Mr, • top entre M,11 nw. Prop.rlY KtKn.. .[rua[ar •1 •M•Ulnp .n0 ,Otto• CMrO .MI I o•r. • prap.rlY .ttK r 1ple e.11l„p. Loe.al mf ,I,a.,, for p.r_Mna I•ter•I ...tr•Int or ..e. M,11 Mv. ,rte lnp In.t,ll» p.r ;• ATE . DL 10.0 PSF DRW HCUSR408 17143642 Kt .n, S]. S) or 510. •. •pp 1leWle. Aep1Y pU .. to .Kn loc. or tr •tw po.,uon .. shawl „w..m • M JOlnt pa.11•. In10• Mt.e etll.r 1•• It,r,r to er..lnpo lew•2 rer •twwne 0.. =.Ion •• .• d po AI IM, , d1v ar 1n 11--n, , Gr n •• R O •• LL 0.0 PSF HC -ENG KD/DF Alp::;: Capan.n olq IM. .n,ll not _ ra.ywls„I. ror •^Y esv „tl.n fr» a .• ••+ w l,q, •nY r•11.r. to a1IO tM tre.. In tonrore•nt..Ith ANSI/M 1. .r for n•nel lnq. .niminp. •e•••.••• AN ITW Mh4Ak Y ,efi ... on A ,rK,np .r tr,..,. , S OT . LD . 37.0 PSF SEQN- 736961 1 .n MII. er_INp « ..Y.r p4 I l,t llq NI• er_IAp. IM1e.t.. m•.le. ,f P/•+.•,I w1,I .rip llrrlrip o A,. re.,= iiq »I•tw. wll 1,for `»ilp»•D-10"" s' prw 1jv A16Imi 9 e ~ W N '• •`_I ~` any • I• DUR. FAC. 1.25 FROM RF 2400 LAe Omnp Dr, Smle 130 g41W W Orlmap.FL 32837 For _r. lnror_tlon .» tel. »•. y '.l no oo pp. •ne al,.» w, .lc..: FL COA 10275 ALPINE .....IplMlt..e.: TPI •....t anM orp: •rCA:.w,• .t trY.e_1 ICC: w... lee,•r.DOi3ela Flemine Lk Number: 66648 SPACING 24.0" JREF- 1W12408_Z16 1bbbtJ-//4tJ5 - tl -UAVIU WLLKLY -- Lot JU Keagan Pointe - LJb 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. 2X401) = L-6 1-4-0---j 5-0-0 Over 3 Supports — R=288 U=51 W=4" RL=92/-27 THIS DOG 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 T204- 0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) 4; PLT TYP. Wave FT/RT=O%(0%)/0 0 15. 1.0 6 0 TY. F -/2/-/-/R/- Scale=.5"/Ft. EARNINGI•• frAD AID RIUM AU. SUM a This ON111rc1• L 20.0 PSF1lWEANr•• rw1191 THIS WA•Ii TD Au Carnmirae Immmir. TIN 116TALlERs. t .1 / REF R408-- 73181 Tru•»• r. qW tulrs • t e.• •r. In r•Dr le•clnb, n•ndllnp. •n,pping, n [•Illnp .nd b •e,np. Meter to •,Id r • • In. I•t»c wluen errlhcsle( WUdI q Ce wrnt S.f.ty inrr.alr, by TPI .r WCA) 1.r »ray proetle.• ; : L 7.0 PSF DATE 05/23/17 o p•rf—np tn•» function•. In•toll•ro .noll prep— toop•r•ry br•C,ny yor ICSI. &,Il en•rd » tM o[M I • top on•11 n•» prop --al •tt-noo —al —tnl,g -ll Wt— error. •n•I I — • proy.rly •et rlpl0 CN 11np. LOea lent +Isn for p-I-- rHV. or ..b• — n..• br.cl,g In•c•11od Pr lo• ATE • DL 10.0 PSF DRW HCUSR408 17143641 e[n.n• paa .• p1D, •• •toile»N. Apply port— to own r•eo of rout. ando rd plot, pe •trod •.w• •stMJ•Int D•t.11•. Ino••• nocb —10.1». Rotor co to own 1.011-2 ref •t nd•r0 plot, p»Is ion•. • .• ALPO AIPI».. .. IT wnldl q .pernt• .req Inc n.ii net a r.,p.•I.I• .ny e•yl.tl.n fro. to ( ••;C QR\•.•' LL 0.0 PSF HC—ENG KD/DF ninon .ny'n11 ur. to build tM cru» In c•nfor.•m. •Itn ANSI/TPI 1. •r for bMllno. •M I Nom•• AN ITINCOMRWY .......tion A —.p .r tr..•»•. p° y SpOT. LD. 37.0 PSF SEQN— 736962 1 — NI. •r ing .f opr r p.gr I IW g NI. dr..I g. Inaldotlo .dp.t— of piefM•1•n•1 .rglnMrllg Mff.... o.op•Ir l I l lty »I•ly filo tlr —lin —' Th. wlt•blI lty W of NI. --1.@ f.r fly .trtitld'• 1• 20ODULeOrmVDr,Smle150 o•.psrl.11lty .f tine Wilding D Ign.r p.r NIS1/TPI I S.e.2. fy...–...t DUR. FAC. 1.25 FROM RF Odff*b FL 32837 for der• Infeo..ti.n •.• I... job'. wn•r.I ,r . p.w nr ur» ..e .I..e FL CDA AD 271 ALPINE- ... •lpin.it..euo: TPI:.... epin•t.erg. rru:.....m„ uo-y.evl IM ••..lee or.DoUpI • SPACING 24 .0" JREF— 1W12408FlemineLieNumber• 66648 —Z16 k I000J-//4V0 - V -UAVIV 01111I11LY -- Lot Sia Keagan rolnte - nJL ) 7Va'uce Set: 13B (Effective 6/1/2013) hord 2x4 SP a32 Dense hord 2x4 SP #2 Dense Lumber value set "1311" uses design values approved 1/30/2013 by ALSC 139 mph wind, 20.84 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. 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 0-4-3 R=16 U=20 R=41 U=10 2X4(111) L.- 1-10-10 --3..j 249-3 Over 3 Su or R=131 U=71 W=4.907" THIS DOG PREPARED FROM COMPUTER INPUT (LOADS A 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 2.77 BC- From 0 plf at -1.89 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 2.77 TC- -21.94 Ib Conc. Load at 1.41 BC- 17.06 Ib Conc. Load at 1.41 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. T 21-4-6 1-3-14 20-4-0 Design Crit: FBC2014Res/TPI-2007(STD) a " PLT TYP. Wave FT/RT=096 096 /0 0 15.11 6 0 AATV. F -/2/-/-/R/- Scale=.5"/Ft. WARNING, JIM ,WAD AID FOLIO ALL NDTES OR 1WIS piAWIROI • • IW DTArr•• FM.;: THIS DMm1RINGTOALL INAC=n IRCUDIMS na INSTMAER•. or •W L 20.0 PSF REF 8408-- 73182 7rua.•s rpolr• • t r • In f orlutln•, n.n111r,y, Mlppin•, IMt.11ln• w s. R.I., to Mo r • tM 1.<.a b1<IOn er'eal`(Ru11OIn• Coovo-< S.r..y IMprq<I•., ., 7 1 - MICA) 1., ..ray pr 1... p ; • L 7 .0 PSF DATE 05/23/17 In,[•Il.r. M•11 pr«I.. artp°r.ry MKlnp p.r RDS,. Ilnla. not M1 •t Mr -I '; ATE • n... n.w °r`°.`Mo. ntt.< n.a """.r•I .n..fnl • p•tav `fir° .M.. n.w • props., •"•` DL 10.0 PSF DRW HCUSR408 17143654rl•10 ea llrq. Loe.tlonf ror p.rrMt la.r.l •< •Int or r. •11 w or.elnD Inst•Ilb pr . R). R) or DID. ...pp....... App., pl .. t• ..en f•C. or trb..ro nI1I1 O an.`o.nt D.t.I ...,.... ,wt.e .u» ..» R.r.r t. ar..In•. 110A -z for .ewm.rl p..t. pwltlr. O ••• /: P'••• LL 0.0 PSF HC -ENG KM/DF A.p ln•, • ..... 1an or 171 1u1111n• Co•q.went• Dro.. Inc. .n.11 not a r•fpon.,e.. ror .ny MrI.tIMI frs to . OR`O •• V InD, My r.11ur. eo -11. tM <rl,.. In eonforlw,<..It. AMSI/r I I, or ror nw,111n•, MI I • AN IIW COM iMNY ....... al.n A .,_In, or cr.w.... . •••• wego ` OT. LD. 37.0 PSF SEQN- 514623 oO on NI• -1.17 or 11.1r pY• Ilot17 VII. Or lry, In•IOM:M 1111ptMo1 if pr•f.••1MIA, Mglrfl.IprooporIollty1Y111yfor ,1111 Doolq 1r1ow.. iM. 1111t.e11lq K V.1• °r"I.y for Mn lvls<w I• DUR . FAC . 1.25 FROM CH 240D Ltlt 01t11fe DI,$Wlt 130 r1lpMwlelllq N arw WIIOIn• D..IO,.r p.r A61rn1 1 Ss:.2. lM.. at Odff& FL 32837 For oor• .nrorl. - . tn.. Jo•'. 9-1 no ' p.p• r M w• .Ito,: ' Y Lt•` " FLCOA#0278 ALF'IME: r.•.pl,r, co., TPI. i..apl..t..r•. VrCA ... --try .... Icc:... I....r.BouEl Flemine Lic NumberSPACING 24.0 J RE F - 1 W1 2408• 66648 -Z 1 6 I00ZaJ-//4V5 - 6 -UAVIU wL[nLT -- LOM as Keagan rolnxe - n.rJ 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 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 DING PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED 8Y 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 lb Conc. Load at 4.24 TC- 231.93 Ib Conc. Load at 7.07 BC- 17.06 Ib Conc. Load at 1.41 BC- 100.08 Ib Conc. Load at 4.24 BC- 177.41 Ib Conc. Load at 7.07 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) M= L'- 1-10-10-->j Le 9-10-1 Over 3 Supports R=318 U=143 W=4.907" R=68 U=22 T23- 10-6 3-9 14 R=331 U=64 0-4-0 Design Crit: FBC2014Res/TPI-2007(STD) - 6 PLT TYP. Wave FT/RT=O%(0%)/0 0 15. 1.0?.06 0 TY. /-/2/-/-/R/- Scale=.5"/Ft. UNININGI •• UN AND EOLLON ALL MOLES 0 THIS MAININGI r //rv IOPWlAMr• n=ISN THIS o1ANING m ALL CONI1Ae701e INCLM0111I Tla 116TALLE1f. • TC L 20.0 PSF REF R408-- 73183 aMrl •t• sarp l<1 o. orrMCSIC• M„Ilel rmrle .m. ..-I'm. •n Wlm. Imull,q - er .m. Rorer to •M r 1 m Cage ont S.f•t, Inrorut e, TPI - MCA) rer ..r.t, Pr•eale„ 1 L 7.0 PSF DATE 05/23/17 e p•rforeln• tMa• runealena Im[•l lora anon prorlm toyor•r, 7er.elm Por KSI. lA.l o.> mt.o O[Mr.lcmmere •MI I now PrPP.rI, •<e•en.e .trreeur•I •n••tnln• one ee«m mere •MI I now • Premrl, •ta •r t• rl•le Cd llhe. LeeNlem .n•.h for P.re.n•nt bt•r•1 r•atr•Int of ..e> >hNl nor• er•e lop Ina<Nlm P.r .• TF N• DL 10.0 PSF DRW NCUSR408 17143646 pD > stlon• q. • l. lmM/ 0. •> •P tr,1•. Amt, pore•* or oleo foe• tors. p.a,Uen oa .eer. ••. •: tn. Aaet PaaL, uN... mtm etl»r.l... A.f.r to er_I.,, 144A-: for .<.he.r. PL<. P»IaleM. • O • LL 0.0 PSF HC -ENG JB/DF A1PI,r • elr er 171 W1re l,q C1 0/M.1. Gr-, Ine. f..11 .w[ m raaeans,•la ror .ry awlulm frm ch 4•• GOR\ •1 wl,q. •^Y f.11ure to wlle [M arra. In lao,fore.nco 11th ANSI/TPI 1. or for n•, sm anlppin0, A , ` 0• AN RWtbAAIMNY ........ t,m A e - am or cr.n•oa. Al"/\O••-•r i` OT. LD. 37.0 PSF SEQN- 737263 ee.1 m role er llp 1f e•,er PrP Ilet 111• NIe er-lp. IlleleetN emgc-lee of prerNelonel ellpinMrlrl•Qo. -ZJ / NA creee.rlel el l Iq e.I.l, rer tlr erlp Ym. T11. w1tY1l Iq aw W N Hole er lp r« .n, aso.. 1• - II'-`.V. ,e DUR .FAC . 1.25 FROM RF 24WLElt OrzWDr..Sw:t 150 reeP slClllt, N <n• wlle lrl• 0-1/lor P•r ANSI/T 1 1 Ss.2. >ytiMrY'.aar OdWo.FL )2137 For mr. Inf.-.1m am cola Jm •rl•r.1 mt•a P•0. •m tn.a• ..e flus: + aL.Wea.Ma FLCOAID27N ALPINE 11..•IP,n ..em. TVI ....[Pll,at.-,. WCA:.....ml„eratr,.em: ICC ........... DoUI Fl.i.g Lie Number: 66648 SPACING 24.0" JREF- 1W12408_Z16 05/242017 I STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 01 ATTACH SCAB WITH 10d BOX/GUN 4' -0. 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' OC. NOTE. IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE; Details I and 2 are the preferred ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON 0.148'x3') NAILS OR n (4) lad BOX/GUN 2) IOd COMMON (0.148'x3.0') OR BOX/GUN (0.128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. attachment methods STRONGBACK BRIDGING SPACING REQUIREMENTS to IV None re uireci Id t0 20 I roe lot tinter of N 20' to 3D2 roes (I at each 1/J RMI 30' to 4 3 ross 0 of roch 1// ts) Over'I,Spce roes at 17 nc Ponts) STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ff All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' No -The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in -the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o.c. (max.) mo. -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). 05/24/2017 VARNISH T ISA AND 1'O LOW wl, ep11CS ml THIS uatV1/O %10. "IS : TCJLL PSFIq'OtiNll•• fIRNISN THIS DRAWING ID ALL CONTRACTORS INCLUDING INE INSTALLERS. •• REF STRONGBACK Truas•s recW* e.ttYhe caro In febrkatng, hendWto. ihppap, bK1a11Vp and trecnp Rarer to arta • ! folio• the latest edition of BCSI tonponInt Safety Inforrovide by IPIdationf 1 i L PSF DATE 10/01/14hastfunstions. NatoD•rs ctnU rhabo. wnpore andand acro per 0CSLsafety— practices0110, iprior to sefwg brach) par BCSI. l • + unless noted Othlr.lsl, tap —d Shell here property attached structural snot" onto bottom Cho • BC DL PSFvVshallhave • prcli rly attached Cato& Locations sno.h for per.anent lateral restraint of .abs DRWG STRBRIBRIO14 t 11r 1 1 lll—^tt 1 1r` 1/t1 1T.d hall have bracing Installed per NSI sections 23. D7 or 810, as applicable Apply plateS to eeC. faaa • • ATE • 11L1. 1O 11FES//—--• JI 'urJ U \V\f' a the bill[ Details, We.[s noted athWr.fe : • LL PSFRefertoat-a•ings 1 h Q$ For standard yetU phe JointReerYtochpnsI" -Z iha.n ands plate n • AN FTW COMPANY Alpine, a ce—lon or ITW Bwldvg Components Gr—o.pp Inc .hell rot be esponslble far an de t.an fro. Ll O • •• this dro.Irp, an iapur• to build the truss h conrrwnct .nn ANSI/TPI 1, or for hewn • \O • T. LD. PSFyhg. shiDpbD. . OR . Installations br'acb.g of trusses. •4•••a•• 13723 Rivapon Dov A coal an this draalhg or cover peg• UstYp this drawing, a mcotas acceptance of professional I., =toy •q responsibility for the toeplDr. moan The s.rtal,Illty and wa of vis toroapq i/ OUR. FAC. 1.00fornthethetdmxqDaslgrarSect. SuAa 200Su00M any structv'e rocresponsmplty of per ANSI/IPI 1 Mo •q hie, MO 03013 For .ort Infornatbn see this Job's general notes page and these .eb sites. ALPINE-—alpNen..conl TPI- ....lynst.oro. SITCIv •.•.Lbclhdastrywo, ICD ...bcsaracett ... .. .. ___.,. SPACING 05/24/2017 CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T -reinforcement or L-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 2-2x4(110 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6019 T -reinforcement, L-relnforcement, or scab reinforcement to be some species and grade or better than web member unless specified otherwise on Engineer's sealed design. 310 Center scab on wide face of web. Apply (1) scab to each Face of web. Member Substitution T -Reinforcement Or T-Reinf. L-Reinforcerlent: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. Scab Reinforcement: Apply scob(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 807 of web member length. Scab WARMDfP. READ AND rRLw ALL W1113 a THIS URAVUO IrWITANT.. rtaetiat THIS OMWDG la ALL avNTRAETIM DCLUMXG Tic Delft-Oxi 7AT s ia . TC LL PSF REF CLR Subst. Tresis require ..Irene care In rabrlc.0 a. heMelp ihpptp, Nstolmp and brttw,p War to and talo. trr! latest emm+ or cell ceva p cuiponens s.resy In orn.twL oy Tvl .na swv rot mretY .' DL PSF DATE 10/01/14 practicesprior to perfoMry these runt hens. Installers ruins provk4 terporsry brac•,p per ceSL • Wits: noted other.Ce. top chord shop here properly attached structural shfbthillp and batten [BC DL PSF DRWG BRCLBSUB1014shaltInt. a property attached rOd ceunp Locations shoen for pernanent lateral restraint of .abs : Or Itl shit have braposi ionInstalled per wat sand n the D7 or Orta az unless no d ai pates to each fact IQ • • O IU^\\Vv11111L orRefer to dra position oz rot above and te ysi .rant DetaAs, woes noted otnerNse. i LL PSF Rorer to droeegs IaOA-2 rot standard plate posttlons. ANITWCOMP W Nom' a mvlston of ITV Ovturq Colpoler,ts trap Irl. shed not be respor,sae rot any drvtatron r g O_•oa: OR`O• -0 XT. LD. PSFthisdr•eep, any fs.,re to bUM the truss In conferrnnce .tth AMSI/1% 1, or far hen®Np, shOPWO, F •• •• but Italian L brocwe of trusses. ••. ••• A = on this bwatrg or cover pope Ustlrq this droebq, Indicates acceptance of ressbd I IND Rivelpon Odv •na l• ,6V r spon-MIsdlety tar the aeclp, onw. Th• wtebuty .w use or thisa'+.Mp y y{I, DUR. FAC. Suds 200 roe meq' str Ct re 1s the resporsla" ar the Wadlp Desbner per' At4r/TPI I Stt:2 ^' '•mor- MagAndHaphts,MOD3Oa9 ror wore e,fornoVon se. this job's gondol notes pay and theseeb sites, Alpha? ...mpNelt..cau TPh ee..tpinstdrpt Sao ....sbCInd slry.orpt ICG .eeJccs fearp lemiumSPACING 05/24/2017 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Dr, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr, 120 mph Wind Speed, 30' Neon Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 moh wind soeed. 30' Mean Heioht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Goble Vertical Spacing Species IGrade 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 (2) 2x6 'L' Brace as Group A Group B Group A Group B i") CJ J d USPF U U uHF N1 / 02 4. 1' 6' 11' 7. 2' B' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 6' 7' 8' l' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14. 0' 14' 0' Stud 3' 10' 6' 2' 6' 6' B' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14. 0' 14' 0' Standard 3' 10' 5' 3' 5' 7' 7. 0' T 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' S P D fr L N1 4' 2' 7' 0' 7. 3' 8. 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14. 0' N2 4' V 6' 11' 7. 2' 8' 2' 8' 6' 9' 9' 10' 2' 12. 10' 1 13' 4' 14' 0' 14' 0' N 3 4 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' Stud 4. 0' 5' 7' 5' 11' 7' 5' 7. 11' 9' e' 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' It' 0' 13' 11' 14' 0' U 0l UJ U O SPP I IHP 1 / #2 4. 8' 7' 11' 8. 3' 9' 4 • 9' 9' 11' 2' 11' 7' 14 • D' 14. 0' 14' 0' 14' 0' 3 4' 5' 7' 6- 8' 3' 9' 3' 9' 7 • )1' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 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' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 0Stud 14. ' S P DPL N1 4. 10' 8' 0' 8' 4' 9' 6' 9' 10' 11' 3' 11' 9' 14. 0' 14' 0' 14' 0' 14' 0' N2 4. 8' 7. 11' 8' 3- 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14. 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' e' 11' 1' 1], 6' 14' 0' 14' D' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7. 3' 9' 1' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6. 5' B' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' d LD X d U O N t--1 S P rc ufl N1 / N2 5' 2' B' 9' 9' 1' 10' 4' 10' 9' 1' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 10' 8' 7- 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4. 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14. 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P D P L N1 5' 4' a, 10' 9' 2- 10' 5' 10' 10' 12' 5' 12' Il' 14' 0' 14' 0' 14' 0' 14' 0' N2 5' 2' 8' 9' 9' V 10' 4' 10' 9' 12' 3' 12' 9' 14' 0' 14. 0' 14' 0' 14' 0' 03 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' e' 14' 0' 14' 0' 14. 0' 14' 0' Stud 5' 0' 7. 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14. 0' 14. 0' 14' 0' Standard 4' 10' 6' 11' 7' 4 • 9' 3' 9' 10' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14 0' Connect diagonal at midpoint of vertical lose.. Abut L Re;er to ch able Truss Diagonal brace option, I s DN,OITANTee fIRe11SH THIS DRAWDO TO ALL COIARACTUtS ICLUOM THE 147ALLUM Tverticbllengthnaybe Trusses req,Ue eetra" Cara In fabrcatbn9, herrei1). t bKtalDrg and araCMp Rifer to .rdIZ. the latest solution Of KSI (BuildingCoponent Safety 'Mrwtbn, by TPI and S7CA> far safety w p muses prior to perforrung this funCtlons. installers shall provbY tewParary bracing per BCSI. doubled when diagonal I t ATE as IB' )K brace Is used. Connect a sT,e . e b pbp '. te andn0OftfulSOrdp0lrtbn JObaveOM1OntMbolt Detals, uM!!s hated OtMrllce. Refer to drasbgs ILOA-z far I a .da diagonal brace for 5254 ttarmrd plate positions. Nene. a division of ITW Dualling Cbrpaevnts Gloag. Inc. shall rot be respbnslble for any deviation from G7.O/(j eaOR`O sea 9! A_ aaa. this dra•bp any fslwc to buld the truss in confarMnce with ANSI/TPI 1, or far handling. shipping, r,ltaaatbn L t.Clngdna of tnlSliAtellontitsdrowbgorcover page OksUB this dra.log., Indicates acceptance of prafKsbial at each end. Max web 3723 Rrvari on Drive erl neerlq responsltlty solely for tM design sfo.n The s ulullity and use of this dn.bg e•/pNAI Brace total length is 14'. np,A,-wndL for hors b,far,otlon cel this Jab's geMral rots v.a& and that# web sites 3K31E ALPIxr.... CIpiMH.con; TPI, ... tPhst"ll. SMA, •osbcedustry.arpi ICC, •••.cesafe arp 2.6 DF -L 02 or j better diagonal rI Vertical length shown j brace, single B, N table above. 5' or double cut cis shown) at upper end. Connect diagonal at midpoint of vertical lose.. Re;er to ch w e 1 uWARNUG READ AND fLLLOV ALL WWI IN THIS DRAWING I s DN,OITANTee fIRe11SH THIS DRAWDO TO ALL COIARACTUtS ICLUOM THE 147ALLUM w Trusses req,Ue eetra" Cara In fabrcatbn9, herrei1). t bKtalDrg and araCMp Rifer to .rdIZ. the latest solution Of KSI (BuildingCoponent Safety 'Mrwtbn, by TPI and S7CA> far safety w p muses prior to perforrung this funCtlons. installers shall provbY tewParary bracing per BCSI. N W#[f rated otherelse, top chard shall have prOp/ry attached ttr.,Ctural SMar.ng and batten C shall have a property attached r1p1d calling. Lacatbns •hien far perMnent lateral restraint of lbs t ATE as T f () sMN Mv. am Par Apply to earn f.ceNstasedperRCSIt.etbu 11% the or BN..! .pplas a sT,e . e b pbp '. te andn0OftfulSOrdp0lrtbnJObaveOM1OntMboltDetals, uM!!s hated OtMrllce. Refer to drasbgs ILOA-z far I a .daIJ1 J AN RW COMPANY ttarmrd plate positions. Nene. a division of ITW Dualling Cbrpaevnts Gloag. Inc. shall rot be respbnslble for any deviation from G7.O/(j eaOR`O sea 9! A_ aaa. this dra•bp any fslwc to buld the truss in confarMnce with ANSI/TPI 1, or far handling. shipping, r,ltaaatbn L t.Clngdna of tnlSliAtellontitsdrowbgorcover page OksUB this dra.log., Indicates acceptance of prafKsbial a ANaa IGw` 3723 Rrvari on Drive erl neerlq responsltlty solely for tM design sfo.n The s ulullity and use of this dn.bg e•/pNAI Swe 20D for any structure 1s tM resportsiblik" of the building Designer per ANSI/TPI 1 Sect. np,A,-wndL Maryla d Heights. MO 63043 for hors b,far,otlon cel this Jab's geMral rots v.a& and that# web sites ws sw7- MAALPIxr.... CIpiMH.con; TPI, ... tPhst"ll. SMA, •osbcedustry.arpi ICC, •••.cesafe arp 05/24/2017 Bracing Group Species and Grodes, Group A: S ruse -Pine -Fir Hen-rir Nt / N2Standard 1 02 1 Stud N3 Stud 1 N3 IStandara Dou las rir-Larch Southern Pine N3 N3 Stud Stud Standard Standard Group BI Hen -fir NI t Btr N1 Do. las rir-Larch Southern Pine• NI NI N2 w2 1x4 Braces shall be SRB (Stress -Rated Board). it ror 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values nay be used with thlse ratllS. Gable Truss Detail Notes Wind Load deflection criterion Is L/240. Provide uplift connections for IDD plf over continuous bearing (5 psF TC Dead Load). Gable end supports load fron 4' D' outlookers with 2' D' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0128'x3.0' Nn) nails. iK For (1) 'L' brace, space nails at 2' o.c. n 18' end zones and 4' C.C. between zones. K)Kror (2) 'L' braces, space nails at 3' ox. In 18' end zones and 6' O.C. between zones. L' bracing Must be a nininun of 80% of web nenber length. Gable Vertical Plate Sizes Vertical Length No Sixice Less than 4' 0' 2%4 Greater than 4' 0', but 3%4 less than -IV -61 Greater than 11' OV 4%4 Refer to comon truss design for peak, splice, and heel plates. Refer to the Building Designer for conations not addressed by this detail. TOT. LD. 60 PSF SPACING 24.0' REF ASCE7-10-GAB14030 DATE 10/01/14 DRWG A14030ENC101014 Gable Detail For Let -in Verticals ble Truss Plate T' ReinforcingMember Gable Truss ALINNIF AN RW COMPANY d 13723 Rrverpon Ch" r Sud. 200 Marybrd Heights, MO 03043 ppropriate Alpine gable detail for e sizes For vertical studs. Engineered truss design For peak, b, and heel plates. vertical plates overlap, use o to that covers the total area of lapped plates to span the web. 2X4 2X4 2X8 rrovloe connec TlOns Tor upurz specrneo on ine engeneereo truss oes-gn. Attach each 'T' reinforcing member with End Driven Nails, 10d Common C0.148'x 3.'.min) N011s at 4' o.c plus 4) malls in the top and bottom Chords. Toenalled Nails- lOd Common (0.148'x3*,mIn) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Goble Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detail Drawings A11515ENC101014, A1201SENC101014, A14015ENC101014, A16015ENCIDID14, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101D14, A14030ENC101014, A16030ENC101014, A18030ENCI01014, A20030ENC101014, A20030END1D1D14, A20030PEDIOIO14 S11515ENC100815, S12015ENC100815, S14015ENC100815, S16015ENC100815, SIBD15ENC100815, S20015ENC100815, S20015END100815, S200 S11530ENC100815, S12030ENC100815, S14030ENC100815, 81 S18D30ENC100815, S20030ENC100815, S20030END10081 e ew w4 See appropriate Alpine gable detail for maximum unr tia s VARNINiI-- RCAD AND FOLLOW ALL NOTES ON THIS CRAVING IIPGRIANTrr FURNISH THIS CRAVING TO ALL CONTRACTQIS INCLUDING THE INSTALLERS. Trusses roq dre e.treme carr H fabricating, nonoing, cNipping. i tI.Ithg and bracing Refer to and U the latest emtion of DCSI (Duldmp Component Safety Infornatbn, by TPI and SOCA) For safety actlCes prior to prrtwrd" these (unctions. Installers shall provide tenporary bracing per DCSI. less noted otherwise, top Chord throb have property attached structural Sheol" and bottom char all have o properly attached rkVd Crating Locations shown for permanent lateral restraint of webs 11 have nbrany Installed per DasCSIsectIm- 83. D7 or CIO, applIcaole. Apply plates to each face truss and position as shown above and on the Joint Deteas, uhiSSS noted otherwise. fen to arseaps I6OA-2 for standard plate positions. Alpine, a onision or ITV Dusdng Conponents Group Inc. shalt not be responswlr For any tlwiotion frt Is Mowing, any faslre to build the truss N conformance with ANSI/TPI 1, or for hlwntll41p, sNppnp, tollotion l brachy of trusses. A seal on IN. Maellp or cover page IIsting this MawMp, Indcates acceptance of professlorwl plweNrq responsbWty solely for the des" shown The sJteMlty sAd use of this draw" P any structure N the responSk Alty of the bAdna Designer per ANSI/TPI 1 SecZ ror more Inrormation see INS )Do's pener.1 notes pop bond these web sltea ALPINE, www..Iolnwtwcam, TPI, ... torwt arm Sll[A, owsec4drustrvoro, ICC, orlccs.rcoro n_... T' ReinForcertent Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall N - 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 M3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 Cl) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8. 7' = It' 2' f * _* o le ATE 0Se s :PC OR 0. 410. LD. S OF' DUR. FAC. ANY PSF IVA MAX. SPACING 24.0' 05/24/2017 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. 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 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 aVMblDlfit READ AND rRLOL ALL NICs ON TICS DING 7o % \ / t 0. w n6VtTANr. ft•MIS11 TMS D A DG 3L ALL ALL NOTES INCLUDINGDRA TIC INSTALLERS. • 00 Ir,n,"s regJre ewtr•ne core 1n rabrkathp, ranatin& snbpbp, emtauep and bracing. Refer to one i y frac. the priorrrft !patron or SCSI se f—e Co s. Int i— tnrornatton, Cr tPl aro acro tar Rarefy * 7 • practices Prior to loo. top torso all " Oona. Installers shall Provltle trrrporary tracing per 7n c • IlrrKf rated Otherty I tap (herd Shall have PrOP@My •m., Io ftruatval sl ter. p OMI bet ten a • Grail hove a acing Wi alled P e BEST Ce Lbcatlens shorn for perwonent lateral res troYe h rebs a • Ijl Or rtl TE shall ravr braabrp Nntas s per pal sectionsan Yn, ) x X10, as ap "s Me. 's of ra e, to each fan V • :i I IJI IILII IUI\ VVI II III f of truss arW Ings 1 n as soon ober! pl an the JOYIt Details. W[ss heir! etherrlse • ` Rerer to draeegs 16M-2 for stabare pate posltbr.s. a ee Mpine, a division or ITV NA&V Corrporents GroW Inc. shall not be responsible for any deviation fror O aa• OR'O ••` , AN rTW COMPANY uys dra.b.p, any fasv e to bpd the truss a conforharce with ANSI/TPI 1, or for h ne1N•, snlpprv, aae•• dsaee 4 Nstodatlon It braCbp of trusses. ' f w A seal an this draea y or Cover rape deli p this baehw Mcates acceptance of profesing y/ 401V Ns 13T*8 Rhrorport Ddvs ert0 rerYp responsmRlth sr s for the design DIA& Tar sult. P_ .nd P) or trss drooling , i Suit* 200 far orry sirrebre Is the responsibility ei the SYdnp Deslpr.er per aMSI/iPl 1 SK4. r Maryland HeVhts, MO 63043r0t re Infortlon see this Jobs g.—I rotes Pape and trau web sates. KPIbna ME. essalphNtecbn; TPI, •wetPinst.orpt SKAw wwasocY.WGtry.ora, ICG • .1ccsare.orp 05/24/2017 REF DEFLEC/CAMB DATE 10/01/14 DRWG DEFLCAMB1014 RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specifi.,a, Form Permit # # 1 7 16 8 0 SANT pR Project Location Address 4610 Eureka Lane Sanford, FL 3 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) ro Inc. Non -Impact" Glazed 15213.27 Fiberg a ingle Do izing Snap Fram ng - Insw' Outswing (X - onfiguration) Sliding Sectional Amarr Dwg. IRC -6016-120-15, 10' Thru FL# 5302.10 16' wide. Roll U Automatic 2. Windows Single Hung Silver Line by Anderson Extruded Vinyl Single Hung FL# 19715 Window Horizontal Slider Casement June 2014 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 Wind Breaker Dual Action Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL# 13192.2 R3 Soffits James Hardie Building Products, Inc. Hardie5offit Panels, Cemsoffit Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits FL 12194 R-2 4. Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles FL# 10124-R15 Underlayments Interwrap, Inc. Rhino Roof FL# 15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate June 2014 Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals, Inc. MMI -2B Of Ridge Vent FL# 16568-R1 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment 6. Skylights Skylights 7. Structural Components Wood Connectors / Anchors Truss Plates MiTek MT20 FL# 2197-115 Engineered Lumber Boise Cascade Laminated Veneer Lumber FL# 1644-114 Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels FL# 158-117 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 n r f 2/15/2017 Florida Building Code Online r FW^ CA COAMMINT (W Business & Professional if Regulation rcrra SCIS Home Log In User Registration Not TOPICS submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links Search FL -r, 5 0) Product Approval USER: public User Y H tom. Prntturn aooronl Menu > Prridjr °r A oobrrtinr. Soars > A7plicati•)n ist > Application Detail FL It FL15213-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./ Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scott]ohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENOENCE.Ddf Referenced Standard and Year (of Standard) Standard i Year 101/I.S.2 1997 101/I.S.2/NAFS 2002 AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 1 TAS 201, 202, 203 1994 httpsl/www.OtridabLulding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRC3FgPGdg9zlTp%2bKNJ20gENbwWgYlOnaBQ%3d'Yo3d 1!5 2!15/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1/ 2 0 (a FL # Model, Number or Name I Description 15213.1 a. Smooth/Wood Grain/White Wood '6'8 "Impact' Opaque Fiberglass Single Door - I Grain/Rustic/Mahogany Series ; Inswing/Outswing (X - Configuration) Fiberglass Door j Limits of Use Installation Instructions Approved for use In HVHZ: No i FL15213 R2 11 Inst 15213.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 15213.1 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.odf additional use limitations, installation Instructions and product ; Created by Independent Third Party: Yes particulars. i 15213.2 b. Smooth/Wood Grain/White Wood '6'8 "Impact' Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO I Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FI -1S213 R2 II Inst 15213.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A I Evaluation Reports Other: See INST 15213.2 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.2.odf I additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 15213.3 c. Smooth/Wood Grain/White Wood 16'8 "Impact" Opaque Fiberglass Single Door with Sidelites I Grain/Rustic/Mahogany Series I utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.3.odf Approved for use outside HVHZ: Yes 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 15213.3 for Design Pressure Ratings, any FL15213 R2 AE Eval 1S213.3.odf additional use limitations, installation instructions and product, Created by Independent Third Party: Yes particulars. 15213.4 d. Smooth/Wood Grain/White Wood '6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing 'Lip Lite" Glazing - Inswing/Outswing (OX or XO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 11 Inst 15213.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.4 for Design Pressure Ratings, any FL15213 R2 AE Evai 15213.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Ute" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.5.odf htips://www.Ooridabuilding.orgfpr/pr app dll.aspx?param=wGEVXOwtDgv3yWFWZ1ORC3FgPGdggzlTp%2bKNJ20gENbwWgYI0reBQ%3d%3d 2/5 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.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door - Grain/Rustic/Mahogany Series Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.6 for Design Pressure Ratings, any FL15213 R2 AE Sial 15213.6.Ddf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. 15213.7 g. Smooth/Wood Grain/Whlte Wood '6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 II Inst 15213.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.7 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. additional use limitations, installation instructions and product! 15213.8 h. Smooth/Wood Grain/White Wood ' 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Lite" Glazing - Inswing/Outswing (OXXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 lI Inst 15213.8.Ddf 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 15213.8 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.8.Ddf i additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.9 L Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door utilizing Grain/Rustic/Mahogany Series Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.9.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.9 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.9.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. 15213.10 J. Smooth/Wood Grain/White Wood j 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing 'Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL15213 R2 II Inst 15213.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.10 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.1.0.0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.11 k. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.11 for Design Pressure Ratings, any FLIS213 R2 AE Eval 152t3.11.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. hitps:/Mrww.Ooridabuilding.orglpr/pr appdtl.aspx7peram=wGEVXOwtDgv3yWKJZ1ORC3FgPGdggzlTp%2bKNJ20gENbwWgYlOnaBOoh3d%3d 3/5 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing Grain/Rustic/Mahogany Series N "Snap Frame" Glazing - Inswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 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 Deslgn Pressure: N/A Evaluation Reports Other: See INST 15213.12 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.12.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.13 m. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/Mahogany Series N Sidelites utilizing "Snap Frame" Glazing - Inswing/Outswing Fiberglass Door (OXXO - Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS213 R2 11 Inst 15213.13.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I 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. 115213.14 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 Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.14 for Design Pressure Ratings, any FLIS213 R2 AE Eval 15213.14.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes jparticulars. 15213.15 o. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelite I I 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 FLIS213 R2 AE Eval 15213.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.16 p. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series N 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.16 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.16.udf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.17 q. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Double Door utilizing "Up Grain/Rustic/Mahogany Series N Ute" Glazing - Inswing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS213 R2 11 Inst 15213.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Design Pressure: N/A Created by Independent Third Party: Yes 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. L8 r. Smooth/Wood Grain/White Wood 6'8 'Non -Impact" Glazed Fiberglass Double Door with Grain/Rustic/ Mahogany Series N Sidelites utilizing "Up Lite" Glazing - Inswing/Outswing (OXXO Fiberglass Door Configuration) Limits of Use Installation Instructions httpsJ/www.11oridabuilding.orgfpr/pr appdc/.aspx?param=wGEVXOwtDgv3yWKJZ1ORC3FgPGdg9zlTp%2bKNJ2DgENbwWgYlOnaBO%3Wlo3d 4/5 2/15/2017 Florida Building Code Online Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.18 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213,18.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.19 s. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series N Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FLt5213 R2 11 Inst 15213.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 15213.19 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.19.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 115213.20 i t. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series N utilizing "Snap Frame' Glazing - Inswing/Outswing (OX or XO Fiberglass Door - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15213 R2 11 Inst 15213.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A ; Evaluation Reports Other: INST 15213.20 for Design Pressure Ratings, any FL15213 R2 AE Eval 15213.20.0f i additional use limitations, installation instructions and product Created by Independent Third Party: Yes j particulars. i Go to Page 3.rc't Et` O Page 1/ 2 0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phene: BW487.1824 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 mad to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.27S( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are Public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter 45S, F.S., please dick hem . Product Approval Accepts: W057— E9 E Credit Card Safe hitpsJ/www.f(oridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRC3FgPGdggzITp%2bKNJ20gENbwWgYlOnaBQ%3d%3d 515 1 b plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTS WING NON -IMPACT' GENERAL NOTES I. This product hos been evoluoted and kin compionce wilh the 5th Edition 2014) Fioddo Building Code (FBC) stnxturol requirements excluding the high Velocity Hurricone Zone' (HVHZ). 2. Product anchors shoo be as bled and spoced os shown on detolls. Anchor embedment to boss moledol shoo be beyond woo dressing or stucco. 3. When used to oreas requiring wind borne debris protection IM product Is required to be protected with on impocl resistant covering Ihot complies with Section 1609.1.2 of the FBC. s. For 2s stud froming construction. anchoring of these units stwl be the some os thot Mown for 2s buck masonry construction. - 5. Silo conditions thot deviote from the detoik of this drawing require further engineering onolysis by o ficenseed engineer or registered architect. OVERALLVMMAX FRAME WD,H --I FK 31 F31 Z C 2 W O O o O P SWING TABLE OF COMM SHEET • DESCRIn= I Typical elevation, design pressures. a general notes 2 Door ponel debts 3 Horizontal cross seclions 4 e—doc amu secron S Buck and home o • 2X buck mosary construction 6 home onchortrng .1X buds mmorry construction 7 N of motends a cornponenh OVERALLVMMAX FRAME WD,H --I FK 31 F31 Z C 2 W O O o O P SWING MAX FRAME DIMENSION DESIGN PRESSURE (PSS POSITIVE NEGATIVE INSWING 37.54' x 97.Sir 75.0 75.0 OUISWING 37.50" x 96-W 75.0 75.0 Is— N.T.S. er: FL -15213.37 to t ar 7 o ov rrr Rtill u x§ 21'21 D5 021 Yfe b Tu Is— N.T.S. er: FL -15213.37 to t ar 7 35.75 MAX. DOOR PANEL WIDIII 2 2 I ®M x LJ O O 0 a 1- ODOOR PANEL INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION 2 42 a L; 0 u a 41 0 0 2 lO RAIL t HiLAlClI i N! GE IE CAI _ '; ' oPVGComp. PVC Comp. INTERIOR EXTERIOR r- 3.66 R 2 1 B - n 1 I.S7 OLAS Il Mil N • O L T 05/01/12 2 VERTICAL CROSS SECDON sent N.T,S. IS iOTfOM R 2 Doc Vr JKPVCCom0. p 1 3LVlcwc. n. US OR -0 No_ ° FL -15213.37 Pcn —L or 7 G Is 0` OgqiA to pool 4 Z 9ULD D ti Z 3a b 42 a L; 0 u a 41 0 0 2 lO RAIL t HiLAlClI i N! GE IE CAI _ '; ' oPVGComp. PVC Comp. INTERIOR EXTERIOR r- 3.66 R 2 1 B - n 1 I.S7 OLAS Il Mil N • O L T 05/01/12 2 VERTICAL CROSS SECDON sent N.T,S. IS iOTfOM R 2 Doc Vr JKPVCCom0. p 1 3LVlcwc. n. US OR -0 No_ ° FL -15213.37 Pcn —L or 7 G 1 2 1.1lr MIN. 4 4 Feng. (IYP.I I S'l • :p2'' a fit n 21 AngF -1 F J •...,..` o 11 Itt ```` i o 0 INTERIOR b 8 •: o v •$< 7 m° gu mO64 q r X 3 ., 3 EXTERIOR 47 G 17 ago e E HORIZONTAL CROSS SECTION 3 Uxwnw/1XwDDuck nm` V g rc 0 EMB (TYP.)-I_—_I 1.1/r MIN o x EMB. (TYP.) D nm S qtiJO.Iq 0.15,B D Q r CSINK CSINK I I ( TYP) mP) II T LAs = O 40 INTERIOR INTERIOR u k 2 u 1D wL05 01 12 d L , EXTERIOR EXTERIOR Nl SCAU: N.I.S. 9 B 11 (y) 27 C ma e*. /K o u"c Sy. LFS 3 E 1 HORIZONTAL CROSS SECTION e HORIZONTAL CROSS SECTION DUA4 io< e 3="-IM sys3 == -kw+e O R-15213.3% o SHM 3 a L ci P G ZkY 2! o - .z{ 14 RUE r ao 40 I 7 9 21 c EXTERIOR % - INTERIOR' o< EXTERIOR , - INTERIOR $" ; c 21 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION 4 %O.. X bbuck 7 qsoed • trntewiI G EXTERIOR INTERIOR EXTERIOR INTERIOR ao 30 V 40 _ 31 gE 33 0 z INCI rit a>< 05101112 i WAU: N.T.S. 9 F one ft A m CM. m: LFS 3 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION OR..W w, c 4 Ouliwing confipurown q pnvrng eonli lion+ FL-152t3.37 - 0 sits •-,L or 7 bN MASONRY OPENING 2X BUC A! --I t -- RUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Conaele oncffor bconom of Ute comers may be o*Wad to maintain the min. edge distance to mcilar o ttL 2. Concrete or4tw bcotions noted as MMX. ON CENFER'mal be adjusted to m infoin the aft edge detonce to morWjoinit addhond concrete OnMm may be required to emus the WM. ON CENTER' dkmnsial are not e=eeded. 3. Comets onchor Lobb: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ttw 1/P 1.1/1' r 1' iAFCONs ELCO IM' 1.1/4' 1' P UIFRACON WOOD SCREW P6FALLAUON NOTES: 1. Maintain o n**num S/R' edge tWonce. 1' end dblonce. d l'o.c. spockv of wood saewS to prevent the Wfif tg of wood. HINGE JAMA MASON OPENIP F 2X FRAME ANCHORING Mosomy 2X buck constntction STRIKEJAMA LATCH A DEADROLTDETAIL JJ CW 7 u uc 05/01/12 ° u: N.I.S. ° c. e.: JN m' W. or. LFS 3 m ro: c FL -15213.37 0 m 5 or L na A. s E imZu gm V C2 Wd 2 4 11 Z W 2 L. zY K IHINGEDETAIL to STRIKEJAMA LATCH A DEADROLTDETAIL JJ CW 7 u uc 05/01/12 ° u: N.I.S. ° c. e.: JN m' W. or. LFS 3 m ro: c FL -15213.37 0 m 5 or L na 11 n TYP. HEAD S 'l EEI t ll 111 ``` 0 R Z VN•: is MASONRY JAMBS o o g i OPENING g c' o W dfi¢¢ HINGE DETAII e= C Li 0 h p m W Y FRAME G — 28 o D 27 1XBUCKIn IATCH A DfADAOLT DETAIL NP. @ SILL u LL an N W VZOI Ix h Ix CONCRETE ANCHOR NOBS: HINGE JAMA fRAME ANCHORING STRIKE JAMB Comoro orna btOtpo a IM comers moy Do ooArred to matllah LIN mh MGsaW IX buck CD/KRUCtbtl odpo dWlars to marw%*w. 2. C000lu orllo bMiNd noted 01 %IAt ON CEMEX ffmt Do 04olod to : htaln t110 mit *opo dblore to I wwjoYM. oddQW.W cal le Onaf Wq moy oo roquiod to oevo uv %iAX. ON CEM cb cordal ao nol oaeeoeoe. '^ 3. C-K.Wo odlla k9ft: r i n i z z u c- 05101112 L sexc N.T.S. o m m: JK o' ors. NY. LF•S 3 WOOD SCREW WSIAl1ARON NOTES: DRUMC YD. ti 1. Mo6>!a!1 o rtlblLiR,rn SJ8•edpe dbrare. 1'Md dfllo11C0. !. I' O C. ryocLlp W n mmdlaew/ to pwaftl MsQERlnp OI woad. FL -15213.37 0 SKIT 6 a 7 O ANCHOR ANCHOR MIH. CLlARANC! MIN. CI[ARANC! TYPE SIZE EMBEDMENT TO MASONt1 IO ADJACLNT EDGE ANCHOR 1"" 114, IAKON 1.1/r r Co UITRACON M1 . 311C 1-1/,r r 1-1/r LAK 5 e 1 a ate x.56" 6' . *• 0 w n as pi u 1 J. Pfeil it E u 21r --i . a: NEAD t SIDE Poly Mms 6ZI apM z 4 N z I . a 3g ADJWTAIIE INSWING THRESHOLD Io n 6 C ti xe SISI fI RESH IDRESHlDk' i r • i ao g z u° 0-1105 01 12 i scat: N T.S. ° om 11r: JK o CNK. n: L FS ORA" NO, rt F1.-13213.37 " 0 ors+ta Z 7 " O BILL Of MATERIALS REM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE - D 1/4' X 23/4' PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY -3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I/4' X 2.3/4" PFH ITW CONCRETE SCREW STEEL G 3/16' x3-1/4' PFH ITW` CONCRETE SCREW STEEL H 1/4'x 31/4" PFH 111N CONCRETE SCREW STEEL I 1/4" X 2• I/4' PFH ITW CONCRETE SCREW STEEL J 1/4' X 33/4' PFH ITW CONCRETE SCREW STEEL L H 10 X 2.1/7' PFH WOOD SCREW STEEL M t9 X 2.1/4" PFH WOOD SCREW STEEL 7 WEATHER STRIPPING BY ENDURA QEBD650 FOAM 9 4' X 4" BUTT HINGE --II—EEL SAT 10 q9 X I"PFH WOOD SCREW STEEL I 1 a9 x 3/4" PFH WOOD SCREW STEEL 17 KWIKSET KEYED ENTRY -SIGNATURE SERIES STEEL 18 KWIKSEi OEADBOLT -SIGNATURE SERIES 980 STEEL 21 HEAD d SIDE JAMB POLY FIBER LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 30 DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUfSWING BUMP THRESHOLD ALUM /WOOD 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM. /WOOD 10 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS DOOR SKIN MIN.OA7STHICK FiBERGlASS 1.5 FIE12TOPRAILCELLULARPVC 13 LATCH d HINGE STILE CAP CELLULAR PVC 14 LATCH STILE LVL 45 BOTTOM RAIL CELLULAR PVC 16 POLYURETHANE FOAM BY NAN YA POLYURETHANE 47 HINGE STILE LVL o: 1 2/15/2017 Florida Building Code Online r Business i 1Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FSC Staff SCIS Site Map Links Search Fhri a 4 a I'a Product Approvald , r USER: Public user Prnour, Aoomv.ii Menu > : nrti:c or Application Saan:h > Apoit-atron List > Application Detail NO 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 Quality Assurance Entity intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2025 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R7 COI Statement of Independence 2015.odf Referenced Standard and Year (of Standard) Standard ASTM E 330 DASMA 108 Equivalence of Product Standards Certified By Year 2002 2005 Sections from the Code https:/Avww.Ooridabuilding.orgtpr/pr_app00.aspx?param=wGEVXQwtDqunL7seVZMFLLeOOysN2RYes*/o2bbXzb2LOlgp/o3d 115 2/15/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/26/2015 Date Validated 11/09/2015 Date Pending FOC 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, 30' Thru 16' wide Amarr Heritage 1000, 2000 (M950); Amarr Oak Summit 1000, 2000 I M650) I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: +29.7/-33.8 i Other: Design Pressure +29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II IRC -6016-140-24 Drawing 740_FL odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-140-24 Report Created by Independent Third Party: Yes 15302.2 Stratford (M600); Heritage (M950); i Dwg. [RC -6016-145-24, 10' Thru 16' wide. Oak Summit (M650) j I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Other: Design Pressure +31.9/-37.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 lI [RC -6016-145-24 drawing 7-1Q seated,ocif Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-145-24 report 7 Created by Independent Third Party: Yes 5302.3 Stratford (M600); Heritage (M950); Dwg. IRC -6018-110-15, 162 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No F15302 R7 II IRC -6018-110-15 Drawino 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 j Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in HVHZ. FL5302 R7 AE IRC -6018-110-15 Report 7-10 FL,odr i 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. r i 5302.4 Stratford (M600); Heritage (M950); Dwg. IRC -6018-120-15, 16'2 thru 18' wide j Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6018.120-15 Drawing 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 1 Impact Resistant: No Created by Independent Third Party: Yes ' Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R7 AE IRC -6018-120.15 Report 7-10 FL.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 j replacement door. 5302.5 Stratford (M600); Heritage (M950); , Dwg. IRC -6009- 110-1 1,Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 II [RC -6009-110-11 Drawing 7-10 FL.pdf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6009-110-I1 Report 7.10 FL.Ddf Created by Independent Third Party: Yes httpsJ/www.0oridabuilding.orglpr/pr app dU.aspx?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 2/5 2/15/2017 Florida Building Code Online 5302.6 Stratford (M600); Heritage (M9SO); Dwg. IRC -6009-100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL5302 R7 H IRC -6009-100.11 drawing 7.10 sealed.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6009-100-11 reoort 7-10 sealed.odf Created by Independent Third Party: Yes 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-120-15,Thru 9' wide. Oak Summit (M650) I Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -6009-120-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R7 AE IRC -6009-120-15 Report 7.10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.8 Stratford (M600); Heritage (M950); Dwg. IRC -6009-130-15, Thru 9' wide. I Oak Summit (M650) i Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 Ii IRC -6009.130.15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes i Design Pressure: +26.7/-31.6 J Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in HVHZ. FL5302 R7 AE IRC -6009-130-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.9 Stratford (M600); Heritage (M950); Dwg. IRC -6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 11 IRC -6009.140-15 Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-140-15 Report 7-10 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.10 Stratford (M600); Heritage (M950); Dwg. IRC-6009-150-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 It IRC -6009-150-15 Drawing 7-10 FL ocif Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R7 AE IRC -6009-150-15 Report 7-10 FL.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. 5302.11 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R7 II 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 Reoort 7.10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.12 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 It IRC -6016-100.15 Drawing 7-10 FL.odf hitps:l/www.tloridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2L01g%3d 315 2/15!2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.2/-17.2 Other: Design Pressure +15.2/-17.2, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is replacement door. Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 Aa IRC -6016-100.15 Report 7-10 FL.pdf Created by Independent Third Party: Yes 5302.13 1 Stratford (M600); Heritage (M950); Dwg. IRC -6016-110-15, 10' Thru 16' wide. I Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R7 II IRC -601'0-110-15 Drawing 7.10 FL.Ddf j Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other. Design Pressure +18.3/-20.8, Not for use in HVHZ. FL5302 R7 AE IRC -6016-110-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. I 15302.14Stratford (M600); Heritage (M950); Dwg. IRC -6016-120-15, 10' Thru 16' wide. i Oak Summit (M650) iLimits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 i Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is replacement door. Installation Instructions FL5302 R7 II IRC -6016-120-15 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE IRC -6016-120.15 Reoort 7-10 FL.odf Created by Independent Third Party: Yes 15302.15 'Stratford (M600); Heritage (M950); I Dwg. IRC -6016-130-15, 30' Thru 16' wide. Oak Summit (M650) i I Limits of Use Installation Instructions Approved for use in HVHZ: No ! F15302 R7 It IRC -6016-130-15 Drawing 7.10 FL.Ddf I Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use in HVHZ. FL5302 R7 AE IRC -6016-130-15 Report 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a i replacement door. 5302.16 ! Stratford (M600); Heritage (M950); Dwg. IRC -6016-140-17, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is replacement door. Installation Instructions FL5302 R7 II IRC -6016-130-17 Drawing 7-10 FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party; Yes Evaluation Reports FL5302 R7 AE IRC -6016-L40.17 report 7.10 sealed.odf Created by Independent Third Party: Yes 3 iry ver. Contact Us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone- 850-487-L824 The State of Florida is an AA/EEO employer, Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic marl to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, Please contact 850.487. t395. 'Pursuant to Section 455.275(1), Florfda 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 aro public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4S5, F.S., please click here . Product Approval Accepts: Credit Card Safe https:lAvww.Boridabuilding.agrpr/pr app dll.aspx?param=wGEVXOwtDqunL7seVZMFLLe00ysN2RYes%2bbXzb2LOlga/aid 415 SIS pE%61OlZQzX44Z%sikIIZNSAOOaM:JV4ZAasLlunb(3lmDXA3Jm_weied4xdse-ppdde id/idr6jo'6u!pl!n9ep!JOU'^mW/-sdN4 eu!lup apoo 6u!plmg epuol j LLOZ/SL/Z AAAOtAKC amid CARINA 11Au[o V/ R) V.• . 1/r A tai AUT PEI 1IK.rT 4 CA TALV. Kf)KNIIAL Tep RaLER MAOtsI TRACHED wt" we . Y.• Kt WAD SOIEVi RR IRAWT TYPICAL tOP FIXTURES_ N.0 1 xc «Isc t /m o' 14CA SUNASArt Ia OARESIDE coa IDRA AITACWD 2• is /dil/E ATIACNED VI 3,4.Hirt WAD =KV3 Mb WAD SCKVS / ADAC/ASIA; AIDE pACQt A1TAM0 VAV I.. . Vr Eat rD WAS 3' I" SIMS ATTA00 e M tllDSP W to V.' . L.• W. WAS SCKVS At LAO... STD.[ TTPICAL DURASArE END HINGE INSIDE ELEVATION r 11" SIM KI.S ATIADED VI m Me R v.• 1) SAW Ow I. PL vAASArl KS WAD SCREW$ LAC IAl AF,AOm TO A.Iw IND 10Ki .ITAO" .1 E.D .ND con Ef VI to 1L• . 1STQISL' r IV.% STARS WE WAD sCKVS AIIAC ED V. tD LM I tom Art WAS SSPEV! AtAT EXLiR CARRIERS AI,AGED AOI END SINE 10 E.D Sttt V/ IS, We . v.' Lr itm IES K.D SCKVS PER c"Walt r T -ALL STM ER HTLM SSOLT SHPT STEM Rmlt" V/ III' RITAIKR SER AND MIT D.T.K.Ke SHAFTs TTPICAL DURASArE END HINGE O 1) SAW Ow LAC IAl AF,AOm TO A.Iw AT IA AMID MAatT 2.690 DIG 2 DA t0 W CCMf[R STI[ es t Lr itm @at KTADEI SSOLT AND MIT r CAI.. STIMV[ls RAO( DCO TRACK MOUNTING DETAIL 1.3. SIRED tYPICAL OURASArE CENTER HALED T M1; 1t1KmA0 STI[ 11trrSWK & « LOCgrD IN HIQ )QtW M TDP SECTIM at, ta1S INA STM C AIIACIKRT OF StRUI r IS KDIUKO) 101) rW// ( ail 114r-20 MACKMACKrall Ok YOL,S A Am S[ v W Aum \D. (3) &me ou LAC IMIS ac . 1-3/D• AT uauu 1R AOMY10 ANDR R.tE 3D a- PAM S AV6 ,RASIEr S ADW. r . r u S1Wrs TRAGI CONI'MMADON FOR CI• UP m 14• TALL DOORS to PO SECTN. KID. GXGLDDG UP) TYPICAL STILE STIFFENER/ a \ to a TV SECIM" M.I.S. JJ ILIA L. 4RA..l a PAM 3 TTM IMOtET rm LINA r4cm AnAOKD VIAS PRO.IK 71 Ro w d7( AO to.p ..roll vnaAlVE, v L.DISII TtD All FLOW EACH 0 : fNOMi'nr x.i" i01c t«mtt al bes VIC) 116'A L.' HER WAD SCREWS SEC71ON A -A (SIDE VIEYn KLa w•• r 1-101.1. STM Q NR1LY1 Ptml .TER TQWX imp714• KTADEI 12 «RXO d tAa.S p.-nw[AI[e awls .•w .r TYPICAL FBI -to" 6RAC1c y t vrOPTIONALVENTDETAIL' L ` THE METHOD OF IESTWG WAS IN SUBSTANTIAL . ta M teo r.Ir Ra tX0 a wA.Rwm A x ,DNRCr o.PliRr .• D1.a x .s.P e n wpe .olw...a M NDAjWMI A.IID CE HADPAO 1' d x IDN CONFORMANCE WIN THE PROCEDURE DESCRIBED IN ASTM P..owo tlw w Boot E330 AND ANS)/DASMA SOB. THE PRESSURES SHOWN ON THE i MO aAMR= • w A aaa (DADS s. DRAIMNM WERE CALCULATED USING ASCE 7-10 MATH THE A RMIItl w ..AR•Mr k N «na.m .AMP `WKD FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE ENE AID rmAtLm aw PAw«oS AS K? POM M DATNA ZONE. ROOf AT ANY SLOPE : • t tE » c. r tar) am ratio uon TND SPEED SUM t55 1 tet t tae 126 1 122 a DtPrtwss tgCMAI mEa% D.«L K ®PoA . Alf3Ro rRw®Dnr D.t1.m1 to We Atari EXPOSURE LEVEL B C C D D nwalu tr AT au— M .m1eN n *D IaNRRt a App t0 1At0 W x PAts A 010..IODO•AL DOOR "I's MEAN ROOF NOW 1 30' 15' 1 25' 1 15 1 25 A'o I" DtDD. moo" t Ol MAX STI - AD` 'r• tI W WIDTH ` % C, l SH[!,y'., ta• HDGT g . P 'cRj : f r ? St; Dcsa LOADS -n 421.8 PSr : •OS :,o-'•Tio GIF TEST LOAD5R!! FL ' r•tlUl:IGt:t\ a4 a MODEL /630 OAS SUMMR w/DurlSate MODEL /600 STRATPORD w/DureSete MODEL /I950 HERBAGE WI/Dur&Slte Short, Gn . nusE & Oak Summit Panel's O DWI a k3 DIE 01/gttD DNt1E ERm B =a a MI wr ast4 1 IRC-6016-110- S1Q1 1 or 3 D 7 9WA SIRA LOCATED DM T1[ TO AIO loin" ? CLAISDUC11D1 IR'SSCREWSmViAlGAND CLMI[A ITLlf OPTIONAL SNORT PANEL TOP flA2ED SECTION tSTRUT AND STILE LATOITS> 0 Jso Oil OPTIONAL LONG PANEL TOO GLAZED SCCItO( tSTR11T AND STILE LAYOUTS) ION' PAPAL ClAAND OPTION ANIAQf ONIT ON DOM 1!Y 1/.OLWAN in Rot DOORS 1m DVM IV$ WIDE MUTI WE SIM PAPE( tAAIMO OR CLOSED SLCIYr WOOD JAMB ATTACHMENT TO STRUCTURE 2 r [ VERiT[AL JAMD AITAb ' TI NIM" rRANr "'"or AIL• K 7 LAG SCREWS S1ARl1AO t' fR01 ENDS THEM 2+' DL U L2' EMBEDMENT) P x L RTIGAI !w AT7AOef T 1D 2APNA Psi WRITENILIIKVIKCOLT3/0' x P STARTING t' rROM ENDS THEN 24' DC. it 1/t' CMIBEDIEMfl OLIN SLEEK ORANCHBR' x 2 3/.' STARTING 6• FROM ENDS THEM 24• OC. tt VY EMBEDMENT) IIV/RAMSCT REDHEAD (TW -/BT) 110' x 1• STARTING 6' rRON ENDS THEM 21. OL. it 1/Y CMBEDHENT) SMiso" I/.' x 3• Tl N CALK St' FRafi OM ENDS. IAC PAIRS 6 NEFASICRS 3' MART) AI 16' D.C. 41 1/9' CHOCDENt) HILA 114• x 2-3/4• KVIK-CDN 1I• SCREWS STARTING L' rROM ENDS. USE PAIRS Or rASTCNCRS (3• APART) AT It' EIC. (1 1/4• EMBEDMENT) 2 i L RRTI HILA SL[[K ANON 3/0• x t-3/.' STARgMNG 6' FROM EN LIEN 24 0`6 '1 V.• EMIED,ENI) cm. USE rAStcHERS FIR NCLLov c-90 ROW LAGS AND t4TS CAN RE CERRAERSIN( TO PROVIDE A rLUSM MTDIINTMb SIArACC. PREPARATION or WOOD JAMBS BY OTHERS vDOD CONCRETE IMOLLOV ROC GROUTED BLOC SINICIIRC STRIICTIRE ISIRMILME STIRUCtUl3 woil a II 1I— W . 2• H W t 3 1-I.z• MIM .' 216.'Me 3 uM OPTIDW STORT PANEL. INTERMEDIATE fLAZED SECTEON (STRUT AND STILE LAYOUT) Ie-ve• 38-v9• to-s/D. to-S.B• SIO1T PANEL GLAZING rASTCNER D[TAIL LDf. PAMEL_GLAIING rASI[IEA TEIAR MTS NYS GLAZING OPTION CROSS SECTION OLAZING MEETSAVAILABLE IN ND-tORld DEBRIS REGION DetrofroNne WINDOW FRAME OPTIONAL Deco INSERT$ CT UV PROTECTION WITH UV PROTECTION I 3/32• THICK SS8 CLIA EW 1 ttN o1A INAa)oNR(XX =O MTM"=IM90E C B I SECTION B—B D - AVAILABLE TRACK CDi1CUIIAOOMS MTS MAX SIZE TE INDIH le' HEICHT i90) t Y: tti; ND ALV., U y2T8Pyr 24.8 PSF ISN LOADS St A' t •, s -\'. 327 PSr w.• OA::H• 37.2 PSF' Ix FL W CAODKA (ART V00711 •S.121L K CM MODEL 0650 OAK SUWIR ./DuraSate MODEL 0800 STRATPORD a/DuraSate MODEL 0950 HERITAGE TN/DoraSafe Short. Lonj. Blush k Oak Summit Paget' oaW n lu at w/nIm tILIRK NNm B OIs m n Mt aB a/I;w IRC -6016-120 1902OS B0000© ioi©oo©oo©o Co mCC mm max® comm 331 ''7 kII=] tLI•:] Llil moi,"•'>~.r-,. F,,1.1 F19]l:i:, t^"'>• FII `7.rr•, ] L".z:MlLILM*MA o®mmmm®mmmm® MUMEFE m®mm mm mm®® 01" U10 IDXAM KiMIUA l[U,IML:MR;xM*-Mz X— Fj MaILM • nazzmi mo®om00000©oo©© NEz,IW—*A.MUM ME" IF.MIFM m NEMKiEs OEM -IMAAMELIX s© ml: M;.® MUM....EA Wim®®opo® mIMIMIMKAMI ®m®®®0 ELM -s r- a WURR" r KUAM&MaAAUMzRiffiaM=z..— Lu LlJ t_i7l:iL y= l Y'1YI:I:JILILIJ r- LUW t EZ1 f -r 7 L.'-7 CFL'] . m •1J [E.fi'] it3S1t .7mf'11 Y•l '' sz>rt FF7 FZ•7 L.r--7 r r;,c, s".'•I.'•l afi'rl z'T''fIil lIIJ E -MIEN MUMERIZ7NELAEi3.7 ANalm 1 r-1• [5i-•'ic'S'r LID 4 iFml i1.31r"• F'n IC'z" iSE:7 fit] C] 3.'.-+r••' mil E'].1 f 1-Y 7 E+- E F `l'7 4 L'1 iUR Ei-E E31 ffam M=ME:r*aA 11 I1ET1 El"NUMORiFA f 1!EL--=IF SfFYI'"1or'•to}''L1:9iiiktil:i:l onronnr3r. r L7 E.i'7K'flM Em® m EL"t7 c. rc•rurtn[:1:9Gil1:7R`r't f}YSI tit• ei=+anvLLg ® OE ECI7 eIM T CZ72Mf:7uv-T.:cM Kum r , 2/15/2017 Florida Building Code Online r - u Business & Professional ram SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications FBC Staff SCIS Site Map Links Search F!crda ti^ ( 11 a" Product Approval USER: Public User Pmdurn Aoorrrral Menu > Product or Aoahcahon Soarch > ADDIiCobon 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Silverline Building Products Corp. One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp.com Jon Berrian Jonberrian@slbp.com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association Standard AAMA/WDMA/CSA 101/l.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 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 Iutps:/Nvww.Ooridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXOwtDgtvA%2bxmzklhGLtBVSnRNMfoPIy6gPoEN°k2beBTXyGDYCjAw%3d%3d Year 2011 2008 1/2 211_94X17 Florida Building Code Online Date Revised 02/14/2017 Summary of Products FL # Model, Number or Name Description 19715.1 ; Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions, SWD002, and Product Evaluation Report, PER3947, for design pressures and installation requirements. Certification Agency Certificate FL19715 RO C CAC CCL Listing for 2900 Florida Ratings 5- 13-16.Ddf 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.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Slone 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 to response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or try traditional mail. If you have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ir they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here Product Approval Accepts: gip wvo Credit Card Safe htips:ltwww.floridabuilding.orgfpr/pr app dU.aspx?param=wGEVXQwtDq(vA%2bxmzklhGuBV5olRNMfoPly6gPoEN%2beBTXyGDYCjAw%3d%3d 2/2 INSTALLATION NOTES: 1. ONE 11) INSTALLATION ANCHOR IS REQUIRED AT EACII ANCHOR LOCATION SHOWN 2, tHE NUMBIR OF INSIALLAI ION ANCHORS DEPICT ED IS THE MINIMUM NUMBLR OF ANCHORS IO BE USLU FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSIALL INDIVIDUAL INSTALLATION ANCHORS WII HIM A TOLERANCE OF 11/2 I.Not 111E DEPICTED LOCATION i SPACING IN 111E ANCHOR LAYOUT DETAILS D E., WITHOUT CONSIDE RAI ION OF IOLERANCESI. TOLERANCES ARE Not CUMULATIVE FROM ONE INSTALLATION ANCHOR 10 THE NEXT. 4. SHIM AS REQUIRED At EACH INSIALLAI ION ANCHOR W1111 LOAD BEARING SHIM(S), MAXIMUM ALLOWABLE SHIM STACK 10 BE 3/8 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS SHIMIS) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FIN INSTALLATION: FOR INSTALLATION IN70 WOOD FRAMING USE 08 WOOD SCREWS OR I I GAUGE ROOFING NAIIS OR 10d COMMON NAII S OF 1 ICI NT IENGTIITOAC111EVE 1.1121NCII MINIMUM IMBEDNIM INTO WOOD SUBiIRAIE. INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE 6. FIN INSTALLATION: FOR INSIALLAIION INIO METAL$IUD USE 48 SFI/-TAPPING SCREWOF SUFFICIENT LENGTH 10 ACHIEVE A MINLVIUM OF 3 IHR D N 1 1 S, N BEYOND ME IAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/N' EDGE DISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USEgOWOOD SC REWSOFSUFROENTLENG1H70ACNIEVE 1.1/21MU1 MINIMUM MBEDMf NI INTO WOOD SUBSTRATE. L THROUGH FRAME INSTALLATION. FOR INSTALLATION 1/1ROUG11 IX BUCK TO CONCR[7(/MA40NRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 2/16 INCH DIAMETER ITW IAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 INCH Mini -MUM EMBEDMENT. INSTAL LA71ON SIIAI L MAINTAIN MIN. 1 3/4' EDGE DISTANCE. 8. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 010 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OION BEYOND AIEIAL WALL 10. MINIMUM EMBEDMENT AND [ME DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NO? LIMITED 10 STUCCO, FOAM, BRICK VLNEkR, AND SIDING. 11. INSTALLATION ANCIIORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RLSISIANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 12. FOR HOLLOW MOCK AND GROUT FILLED BtOCX. 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FRkE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF MOCK. 13 INSTALLATION ANCHORS SMALL BE INSTALLED IN ACCORDANCE WIT" ANCHOR MANUFACIURLR'S INSTALLATION INSIRLIC I IDMS. AND ANCHORS SMALL NOT BE UStO IN SUBSTRATES WITH STRENGTHS LESS MAN 111E MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURIR. 14 INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS MIREIN ARE BASW ON SUBSTRATE MAIFFUAIS WIT" THE FOLLOWING PROPERTIES - A. WOOD- MINIMUM SPECIFIC GRAVITY OF OSS. 6 -CONCRETE -MINIMUM COMPRESSIVE SI RENGTH OF 30M PSI C. GROUT-FILLEOCMU-UNIT STRENGTII CONFORMS IOASIM C•90WITH MINIMUM COMPRESSIVE STRENGTH OF 2000Pf1 AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE SIRENGI H OF 2000 PSI. D. HOLLOW MOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 WITII MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E STktL • MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL INKINESS OF 47 8 MIL 10 0478' a IB GAUGE). MN. I/2' EDGE DISTANCE F. At UMINUM- MINIMUM ALIOY bOb3.15. MINIMUM WALL THICKNESS OF 1/16'. MIN. 1/2' EDGE DISTANCE SILVER LINE BUILDING PRODUCTS SERIES 2900/4900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO COMPLY WITH THE STH EDITION 2014) FLORIDA BUILDING CODE (FOCI. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING 70 THE FOLLuVANG: AAMA/SVDMA/CSA 101/1 S.2/A440.0 /11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF ME ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WIIEN USED) SUALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET 6 FOR FURTHER DETAILS OF BUC< INSTALLATION. 4. THE INSTALIATION DETAILS DESCRIBED MITTEN 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 SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH ]HIS DOCUMENT IN NON•WI IZ AREAS. IN HVHZ AREAS. ONE IIML PRUDUCI APPROVAL 70 BE OBTAINED FROM MIAMJOADE RE R OR ALU. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT M AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE SIH EDITION FBC. WOOD COMPONENTS SHALL HAVE MEN PRESERVATIVE TREATED OR SMALL BE OF A DURABLE SPEOkSAS DEFINED IN CHAP I ER 23. 8. GLASS MEETS THE REQUTAEMENISOF ASIME 1300 GLASS CIIARIS. SEE SHEET 6 FOR GLAZING DETAILS. MAX OVERALL SIZE HET6HT TAME OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION 6 6 1JERAL NOTES 2 ELEVATION 3 AN04OR LAYOUTS 4 VERTICAL A HORIZONTAL SECTIONS MAIL FIN) 5 - VERTICAL HORIZONTAL SECTIONS(THROUGH FRAME) 6 HORIZONTAL SECTIONS NICK INSTALLATION. 6 6LAZIN6 DETAIL MAX OVERALL SIZE HET6HT CONFIG DESIGN PRESSURE MISSILE IWACTRATING 84' O/x 35 / -35 PSF NON IMPACT Nwl,0TnH, 66' O/X 50 / -50 PSF NON IMPAR 74' O/X 50 / -50 PSF NON IMPACT 77' O/X 35 / -35 PSF NON IMPACT 62' O/X 50 / -50 PSF NOW IMPAR 48' 72' O/X 35 /.35 PSF NON IMPACT 4B• 84' O/x 20 / -20 PSF NON IMPACT 52' 7Y O/x 25 / -25 PSF NON IMPACT 36' 83.75' O/X (ORIEL) 35 / -35 PSF NON IMPACT 49• 96' O/X (ORIEL) 20 / -20 PSF NONIMPACT 72' sY O/X•O/X 35/-35 PSF NONIMPACT 7Y 1 04' O/X-O/X 35 / -35 PSF NON IMPACT 76• 6Y O/X-O/X 50 / -50 PSF NON IMPACT 76' 72' O/X.O/X 50 / -50 PSF NON IMPACT 70• 7T O/X•O/X 25 / -25 PSF NON IMPACT 00' 7P O/XO/x 35 / -35 PSF 140NIMPACT 96' 74' O/X•O/x 30 / -30 PSF NON IMPACT 100' 62' O/X-O/X O/x 50 / -50 PSF NON IMPACT 100' 72 O/xO/XO/x 50/-50PSF NONIMPACT t00' 04• O/X-O/X-O/X 25 / •25 PSF NEIN IMPACT Silverbne MAndersen eoe.4•eooe. o.[ SRYEMUIE M:VE M411IM YW1M7Cf,14 OelO} n. 1»r1.ra Imo 2 M0 F N hWL) 1< In m UI IS W pN ' Kf v2 Digitally signed by Hermes F Norero, P.E. S W DOO Z Reason: I am approving this document FL#: FL19715 Date: 2016.02.0309:40:44.05'00' SHEET: 1 OF 6 MAX. FRAMESilver Line WIDTH 48' MAX FRAME InWIDTll48- i ll(l.'f51Y1 8 E p E v....... anF siL+Ew114 a1vF Wath M1MSw1(I, W Orth IN 1'n1) VfIO F^ F F F 5 5 5 9 u ao 3 M^ a n hi 6 J MAX. FRAME MAX FRAME HEIGHT 96' HEI6HT 96- QUALIFIED CONFIGURATIONS W o i ARCH TOP CONFIGURATIONS FOR ALL 2901-4901 w K X. RATINGS, SINGLE UNIT CONFIGURATIONS X, 1•..,.1!1 W F 0 ~+ F A D A D G 5 5 2+ m ELEVATIONELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O H p H pd MAX. FRAME MAX.RAME yWIDTH96' v) B E LLJo S QUALIFIED CONFIGURATIONS CH TOP CONFIGURATIONS FOR ALL 29021902 RATINGS, TWIN UNIT CONFIGURATIONS f • F O 5 5 PR 2 I MAX FRAME ^ • '•• HEIGHT 74• r NQJ• MAX. d• •\l , HEI A D IVN Z Y D( 5 ELEVATION s ELEVATION D WG TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW C A DOO 2 SHEET: 2 of 6 MFIVV WIDTH 108' B E s GHT 8' FRAME I 7 7 X• X- X' Z' MAX. FROM - CORNERS II' MAX O.C. 11' MAX. O.C. Y MAX. IFROM I I It_ A 1/2' MAX. CORNERS O.C. 41/2'M O C. i 2' MAX. FROM CORNERS l wo,E•r.•ruAu•rlrw.lr rMAX. Juw.,ncalwa oc FROM a.u.u.•loa,u CORNERS NAIL FIN -SINGLE HUNG WINDOW FROM MAX. - I I I 20' MAX. F CORNERS O.C. 6' MAX. FROM CORNER 20' M O C. 161/ 6' MAX. L FROM CORNERS I 1_41/2 -MAX. O.C. ANCHOR LAYOUT NAIL HN - TWIN SINGLE HUNG WINDOW S r MAX. C. b MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW I MAX. FROM CORNERS L 6' MAX.,r O.C. L J I MAX. j fROM CORNERS 6' MAX. O.C. i 6' MAX. O C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW b' MAX. FROM 112' MAX. X CORNERS O.C. 16 1/ Z^ o i I' MAX. 2' MAX. FROM CORNERS l wo,E•r.•ruAu•rlrw.lr rMAX. Juw.,ncalwa oc FROM a.u.u.•loa,u CORNERS NAIL FIN -SINGLE HUNG WINDOW FROM MAX. - I I I 20' MAX. F CORNERS O.C. 6' MAX. FROM CORNER 20' M O C. 161/ 6' MAX. L FROM CORNERS I 1_41/2 -MAX. O.C. ANCHOR LAYOUT NAIL HN - TWIN SINGLE HUNG WINDOW S r MAX. C. b MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW I MAX. FROM CORNERS L 6' MAX.,r O.C. L J I MAX. j fROM CORNERS 6' MAX. O.C. i 6' MAX. O C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW b' MAX. FROM 112' MAX. X CORNERS O.C. 16 1/ Z^ o i I' MAX. pp + N n 92,ee N, n 2;p b MAX. FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW I MAX. FROM CORNERS L 6' MAX.,r O.C. L J I MAX. j fROM CORNERS 6' MAX. O.C. i 6' MAX. O C. ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW b' MAX. FROM 112' MAX. X CORNERS O.C. 16 1/ ANCHOR STRAP 6' MAX FROM JP/N 50.2995.2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW SilverLine I"/uUfI'ISLYI K741 j u•s•r•.1Hu df !R vF•W[ a•1VF IIpIH uwswld, H: CtYOI a Inn•i yyNuu Z^ o i I' MAX. pp + N n 92,ee N, n 2;p ANCHOR STRAP 6' MAX FROM JP/N 50.2995.2 CORNERSSEESHEET5FORDETAILS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW SilverLine I"/uUfI'ISLYI K741 j u•s•r•.1Hu df !R vF•W[ a•1VF IIpIH uwswld, H: CtYOI a Inn•i yyNuu Z^ o M ,Yu qqqq pp + N n 92,ee N, n 2;p Cyt ami v N SS NZW Z1m / I &_ m W h 1F Lu 6 of ^ z DWG #: ANCHOR LAYOUT SW0002 THROUGH FUME -TRIPLE SINGLE HUNG WINDOW D m N O^^ o vI i LuZ f WW O it ANCHOR STRAP P/N 50.2995.2 N, n 2;p 2 ami v Zx SEE SHEET 5 FOR DETAILS DWG #: ANCHOR LAYOUT SW0002 THROUGH FUME -TRIPLE SINGLE HUNG WINDOW SHEET: 3 OF L CONCRETE/ MASONRY 1 1/2' MIN BY OTHERS EMBEDMENT SilverUne CAULK BETWEEN CONCRETE/ MASONRY 8 2X : ' '• WOOD BUCK BY OTHERS , .a , • •; ' 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR 3/e' MIN. CONNECTION DETAILS EDGE DIST J98 WOOD SCREW INSTALLATION ANCHOR Y n AEXTERIORFINISH BY OTHERS g VM MAX. PERIMETER / SHIM SPACE SEALANT / ut ofJ BY OTHERS 1 UNIT \ 5870 HEIGHT EXTERIOR INTERIOR SEE GLAZING DETAIL, SHEET 6 J VERTICAL SECTION q HEAD • 2x WOOD SUCK NAIL FIN SEE SHEET 6 FOR REQUIREMENTS— SEE GLAZING MIN. 3 THREADS DETAIL, SHEET 6 m o 2 m EXTERIOR INTERIOR O.A. PENETRATION BEYOND UNIT D j < .<, HEIGHT PERIMETER / METAL STRUCTURE SEALANT m o v e BY OTHERS 1/4' MAX, EXTERIOR FINISH SHIM SPACE BY OTHERS 18 WOOD SCREW INSTALLATION ANCHOR 3/8' MIN. DIST, 2X WOOD BUCK BY OTHERSEDGE SEE SHEET 6 FOR-----.*'.'*'°• I• :• CONNECTION DETAILS ° • a CAULK BETWEEN ' CONCRETE/ MASONRY CONCRETE/ MASONRY 6 zx 1 MIN. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT VERTICAL SECTION q SILL • 2x WOOD BUCK NAIL FIN IQ IV) Z 0 DW6 tf: SWD002 SHEET: 4 OF 6 SilverUne InAJI111yllYl g7,1 uoors,e.•n• OW snvtrut ant t°n uwsv n.waar X000 Y n A 1/4' MAX. MIN 3/8' EDGE DISTANCE g SHIM SPACE r {lN ut ofJ t:. 5870 SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS— MIN. 3 THREADS y W m o 2 m SEE 'LAZING PENETRATION BEYOND a D j < .<, DETAIL SHEET' SHEET METAL STRUCTURE F, N i m o v e INTERIORI' OR 5 SCREW IN TA NCHINSTALLATIONANCHORINSTALLATION METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 m EXTERIOR FINISH N BY OTHERS EXTERIOR PERIMETER SEALANT OBYOTHERS o O.A. UNIT w WIDTH v Ww HORIZONTAL SECTION q JAMB • METAL STUD NAIL FIN IQ IV) Z 0 DW6 tf: SWD002 SHEET: 4 OF 6 910 WOOD SCREW INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY BY OTHERS :.•...... PERIMETER SEALANT J _ BY OTHERSI 5 IAMB • METAL TUBE/STUD OR APPROVED MU W ON O.A EXTERIOR UNIT SCREWS FROM STRAP TO HEIGHT FRAME, HOLES PROVIDED TO ACCOMODATE 1114 DIA. SEE GLAZING I DETAIL. SHEET6 0.0620• 3/4' MIN EDGE DISTANCE 2X WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4' MAX. _ CONNECTION DETAILS SHIM SPACE SASH REINFORCING w • SEE SHEET 6 FOR REQUIREMENTS SEE SLAZU46 11/2' MIN DETAIL SHEET 6 EMBEDMENT INTERIOR 1/4' MAX. SHIM SPACE INTERIOR 1 VERTICAL SECTION HEAD - 2X WOOD BUCK THROUGHFRAME SEE GLAZING _\ DETAIL. SHEET 6 EXTERIORS INTERIOR O.A. UNIT / HEI6HT PERIMETER SEALANT \ BY OTHERS ANCHOR STRAP, AT TWIN d TRIPLE CONFI6.ONLY. SEE PLAN VIEW -ANCHOR STRAP P/N 50-2995-2)' DETAIL AT R16HT FOR INSTALL. REQ. 1/4' MAX. r SHIM SPA EXTERIOR FINISH •• 11/4. MIN BY OTHERS d• • _ EMBEDMENT PRECAST SILL BY OTHERS 3/16' ITW TAPCON i ` e •• INSTALLATION ANCHOR d t'3/4' MTN ° • EDGE DISTANCE p VERTICAL SECTION 5 SILL-CONCRETE/MASONRY THROUGHFRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIN. 1/2' ED6E DISTANCE 1110 6R. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED TMULLION BY OTHERS, SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS O.A. UNIT WIDTH CE HORIZONTAL SECTION 5 IAMB • METAL TUBE/STUD OR APPROVED MU W ON THROUGH FRAME 5)1114 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE 1114 DIA. 4 0000-i-4 0000 2.00001-2.0000 0.0620• 0.5 ) DO(2)4--j-3.0000(2) } 6,0000 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50.2995.2) OPENING. SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORINS REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN. 1-1/4' EMBEDMENT, MIN. 1.3/4' EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-DRtU.IN6 SCREWS. GR. 5. PER STRAP. MIN. 3 THREADS PENETRATION. MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD. USE (4) $110 WOOD SCREWS PER STRAP. MIN. 1.1/2' EMBEDMENT, MIN. I' EDGE DISTANCE. SilverLine tnAlrliYwyt g7ql uoer••0000. ac su. Noonl ww.lclrltt tow as Ot N 1)!S)•!! 1004 ti m zpz3< 6W25 8 z No N N J a N D O Cy H 10 w V) Z 1-400 Ln f! H 4L a LitW5{ u V611: SW0002 4EET: 5 OF 6 EXTERIOR INTERIOR G VERTICAL SECTION 6 MEETING STILE 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 I5 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, (0/X), DESIGN PRESSURE •/• 50 PSF 38 X 77, (O/X), DESIGN PRESSURE •/• 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (0/X -0/X). DESIGN PRESSURE •/- 50 PSF 108 X 62, (O/X-O/X.O/X), DESIGN PRESSURE 4-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF 3 C - STEEL INTERMEDIATE FRAME'LARGE' REINFORCING I5 NOT REQUIRED FOR THE FOLLOWING SIZE/RATTNGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 0 - STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FOC AND ASTM E 1300 GLASS LOAD RESISTANCE. I I 5/8' O.A. I6.6LASS EXTERIOR INTERIOR 1 MIN. GLASS OTTE 1/2' D T 1/8' SETTING BLOCK LAZING DETAIL 1 NOTE. 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MtN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.0 SPACING SPECIFIED I5 NOT EXCEEDED. 2 BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4' ITW TAPCON ANCHOR 4' FROM CORNERS 16' MAX. O.L. THEREAFTER L 1 1/4' MIN. EMBEDMENT 2' MIN. EDGE DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/2* MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL cg nJ f Z DWG tt: SWD002 SHEET: 6 OF 6 SilverLine Infu Xk.'IJI.Y 1 9742 e•••• a4 snvta Iri o•lvF rat-ww w1 m aew+ M IAL) IA MOD m W i.• 2 f N3 W mG2 W Fin? O N " uj W xs o E cg nJ f Z DWG tt: SWD002 SHEET: 6 OF 6 2/15/2017 Florida Building Code Online r IrLCIP CA M)AATWIM CP 11+ Business r Professional Re rA A CIS Homc Log In User Registration Hot Topes Submit surcharge Stats 6 Facts publications FSC Staff SCIS Site Map Links Search db l Product Approval USER: Public User Pmdurt Anomval Menu > arndatt or 4onlirannn Seor.^.r1 > Apollcution LRt > Application Detail FL # FL14918-R3 it Application Type Revision Code Version 2014 Application Status Approved i I Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@sibp.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/Emal I I Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received i 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. 0' 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 / 1. S. 2/A440 2011 AAMA/WDMA/CSA101/1.S.2/A440 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E130D 2004 ASTM E1886 2005 ASTM E1886 2062 j ASTM E1996 2009 I ASTM E1996 2005 I httpsl/Www.Ooridabuilding.orglpr/pr app dtl.aspx?param=wGEVXOwIDquZRj59%21Drx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA%3d%3d 1/5 2/1512017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14918 R3 EOuiy FL 14918 R3 Ecuiv of Standards.odf Sections from the Code Product Approval Method Method L Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page 0 0 Page 1 / 2 m FL # Model, Number or Name Description 14918.1 a. Model 4100 / 9100 I Extruded PVC Picture Window Limits of Use j Installation Instructions j Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.1.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A , Evaluation Reports Other: This Product is No Longer Offered by Silverline { FL14918 R3 AE Eval 14918, l.odf Building Products, Corporation (See 14918.1 - 2010 FBC i Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 1 14918.2 b. S 2900/4900 M 2941-2951/4941- I Extruded PVC Picture Window with Nailing Fin 4951 Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.2.odf t Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes i I Design Pressure: N/A i Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.2.0f additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 Extruded PVC Picture Window with Nailing Fin Weather Stopper`"" i Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 Il Inst 14918.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product! Created by Independent Third Party: Yes particulars. i 14918.4 d. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill Twin Picture Window Nailing Fin2952 / 4942-4952 with 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 i Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.4.odf Building Products, Corporation (See 14918.4 - 2010 FBC i 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 Silt (Reinforced Integral 2952 / 4942-4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 149LS.S.odf https:/twww.Ooridabuilding.orgfpr/pr app oI.aspx?pwam=wGEVXQwtDquZRj59%2fDrx23OOPLxr2KHVtY2g3r%2b1%2fkKQkbg8iy9GAA%3d%3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf ; additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ' 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports i Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf i Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 1 g. Series 2900/4900 Models 2943 Extruded PVC Continuous Head and Sill (Reinforced Integral 129S3 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 II Inst 14918.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 1 Impact Resistant: No Created by Independent Third Party: Yes 1 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 Created by Independent Third Party: Yes particulars. i 114918.8 h. Series 2900/4900 Model 2941- I Extruded PVC Picture Window 2951 / 4941-4951 I I Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14918 R3 It Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.8.odf I additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact' Picture Window i Limits of Use I Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.9.odf IApprovedforuseoutsideHVHZ: 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 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. i 14918.10 j. Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fn i Limits of Use ( Installation Instructions Approved for use In HVHZ: Yes I FL14918 R3 II Inst 14918.10.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 1 Other: See INST 14918.10 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.10.odf additional use limitations, installation instructions and product I Created by Independent Third Party: Yes particulars. 14918.11 k. Series 2700 Model 2730 t Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14918 R3 II Inst 14918.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product: Created by Independent Third Party: Yes particulars. 14918.12 I 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 14913.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 14918.12 for Design Pressure Ratings, any https:/ANww.floridaWIding.orgfpr/pr app dtl.aspx?Wam=wGEVXQwtDquZRj59%2fDrx2300Pxr2KHVIY2g3r%2bl%2fkKOkbg8iy9GAA9b3d%3d 3l5 2/15/2017 Florida Building Code Online additional use limitations, installation instructions and product FL14918 R3 AE Eval 149t8.12.odf particulars. Created by Independent Third Party: Yes 14918.13 m. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing Fn Umits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.13 Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other. See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model 5840 Extruded PVC Fixed Window / Transom with Nailing Fin Limits of Use i 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 Design Pressure: N/A I Evaluation Reports Other: See INST 14918.14 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.14.Ddf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. I 14918.1S i o. Series 5800 Model 5840 1 Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions i Approved for use in HVHZ: No FL14918 R3 lI Inst 14918.15.odf i Approved for use outside HVHZ: Yes I Verified By: Lyndon F. Schmidt, P.E. 43409 I 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 additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 14918.16 I p. Series 5800 Model 5810 "Weather Extruded PVC Fixed 'Impact" Window/Sidelite with Nailing Fin Stopper" ! Limits of Use Installation Instructions I Approved for use In HVHZ: No EL14918 R3 II Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.16.odf additional use limitations, installation Instructions and product I Created by Independent Third Party: Yes particulars. i 114918.17 q. Series 5800 Model 5810 "Weatheri Extruded PVC Fixed "Impact" Window/Sidelite with Flange Stopper" Limits of Use 'Installation Instructions Approved for use in HVHZ: No I FL14918 R3 II Inst 14918.17.odf Approved for use outside HVHZ: Yes JI Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.17.odf additional use limitations, installation instructions and product i Created by Independent Third Party: Yes particulars. 14918.18 ! r. Series 3000/3900 - Model • Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No I FL14918 R3 11 Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 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 Fl 14918 R3 II Inst I .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 14918A9.0df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. htips://www.0oridabuilding.orgfpr/pr app00.aspx?param=wGEVXQwtDquZRj59%2iDrx2300Ptxr2KHVtY2g3r%2bi%2fkKOkbg8iy9GAA%3d%3d 4/5 2115!2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 If Inst 14918.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars. Go to Page 0 t rt4 Nati 0 Page 1/ 2 O t) Contact 11 :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Flonda.:: 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 8S0.487.1395. -Pursuant to Section 45S.27S(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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please click &,EL. Product Approval Accepts: E Credit Card Safe haps://www.0oridablfilding.orglpr/pr app dll.aspx?param=wGEVXOwtDquZRj59%2(Drx2300PLxr2KHVIY2g3r%2bl%2fkKOkbgBiygGAA%3d%3d 515 Silvefflne* byMdersen r4l, WINDOWS * DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 51h Edition (201 4) Flarldo Buiding Code (FBC) structural requirements exchidmg the "I tgh Velocity Hurricane Ione' (HVHi). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wog dressing or stucco. 3. When used in areas requiring wind borne debris protection this product Is required to be protected with on impact reststont covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the deloits of this drawing require further engineering onaNsis by o licensed engineer or registered architect. TAME OF CONTENTS SHEET O DESCRIPTION 1 Typtcd ebwlion es 6 general notes 2 Halwnld 6 vertical crass secilons 3 Hamontd a vertical cross sectbns 4 Buds IL from" anchoring 5 0 of motedolsdetails a oamponents OVERALL FIN DIMENSION MAX. OVERALL FIN WIDTH MAX. O.L.O. DIMENSION I— MAX. OVERALL FRAME WOfH DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48" x 77.48" 72.0" x 74.7 67.0"x 69.0" iqM_ SQ,Q -SQ,Q yam Zs 72.7 x 82.7 m 0 99.48' x 57.48' 96.0"x 54.7 O UN •• G 1 +50,0 SO,Q i 8 8 OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. O.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48" x 77.48" 72.0" x 74.7 67.0"x 69.0" V• SQ,Q -SQ,Q yam Zs 72.7 x 82.7 m SQ,Q -SQ,Q 99.48' x 57.48' 96.0"x 54.7 91.7 x 49.7 UN •• G 1 +50,0 SO,Q 8 8 o9C so20 Y mC6 V z° OVERALL FIN DIMENSION OVERALL FRAME DIMENSION MAX. O.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 75.48" x 77.48" 72.0" x 74.7 67.0"x 69.0" Gl SQ,Q -SQ,Q 75.48' x 85.48' 72.7 x 82.7 67.7 x 77.7 G2 SQ,Q -SQ,Q 99.48' x 57.48' 96.0"x 54.7 91.7 x 49.7 G2 1 +50,0 SO,Q Isvu. N.T.S ac sn. KV FL -14918.2 m —Lor 5 a to Z III ..•..••' N •1 W v v z EEe 2 O ffd ?G G1 G2 ifn vi xO 2 EXTERIOR INIERIOR n g av k 1.11/'MIN. M 6 EME. m. 7 11 o " 2 m 9 O 1 H a \1 N fJK G1 G2 wIERlolt 2 oi I a EXIERIOR v a. ua art. 11/09/11 If 8 • sexc. N.Q.S. o g1 HORIZONTAL CROSS SECTION KV o 2 VERTICAL CROSS SECTION LF5 2e mw.a NO FL- 14918.2 - 0n S1LL1 2 p $ JC a A ANS............. J - I V Z^ 8 zoSI 0ov oilu manor a C ZO O 6 o QIW C 2 z0 EVEdOR 3 MTEMOR a u 0 i 0,• 12 a n 2 n oi I 3 Gl G2 IMERIOR 2 t: a EXIMOR arc 11/09/11 °z WAM N.T.S. 1 HORIZONTAL CROSS SECTION D.C. ar: KV 3 VERTICAL CROSS SECTION SFS oiunc w a 3 f1-14918.2 c r 2X BUCK MASONRY OPENING I r MAX O.C. F(P.) -I-- -I BUCK ANCHORING i r ti MUCK,• u: MASONRY _ OPENING MQ S CONCRETE ANCHOR NOTES: i 1. Concrete anchor locations of the coRrers nloy be adjwied to manlatn the min. edge distance to manor joints. 2. Concrete anchor locations noted of *M". ON CENTEIr must be adjWfed 10 maintain the mit edge distance to mora rjornh. additional concrete anchors smay be req Ared to emcee the "MAX. ON CENTE(r dimension are not exceeded. 3. Concrete anchor table: S i e 2 ANCHOR C ANCHOR MIN. MIN, CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT CK Or. KV CWK. M. LFSANDTHECLADDNGBEINGUSED. EDGE ANCHOR ITW a 1/r 1.1/4- r 1- iAPCON X h O Z ELCO 1/r 1.1lr 1- 0- ULTRACON NyFa Ij m WOOD WSTALLAf NOTES., 1. Maintain a n**Mrn S/r edge distance. 1' end distance, a l' o.c. spacing of wood screws to prevent the gutting of wood. r MAX. O.C. (TYP.)r- r FRAME ANCHORING MUCK o O.C. mPit p; Vii%• Ji dj n ZZ N.T.S. I CK Or. KV CWK. M. LFSANDTHECLADDNGBEINGUSED. Ell 4L C CJ O nP. SF FRAME ANCHORING MUCK o O.C. mPit p; Vii%• Ji dj n ZZ N.T.S. BY DIE ENGNEER OR ARCi FIEC( RECORD BASWONWNDLOAD$ CK Or. KV CWK. M. LFSANDTHECLADDNGBEINGUSED. OK -ATC No. CJ O nP. SF PN ffl* 111\ X h O Z eau m..Sid NyFa Ij m z r MAX. I o O.C. mPit r I F D(FRAMNG TO BE 0ESIGNED ZZ N.T.S. BY DIE ENGNEER OR ARCi FIEC( RECORD BASWONWNDLOAD$ CK Or. KV CWK. M. LFSANDTHECLADDNGBEINGUSED. OK -ATC No. rL nP. SF o) 0 FRAME ANCHORING I I I I I -r-1 2X STUD GAIL 18/09/11 D(FRAMNG TO BE 0ESIGNED ZZ N.T.S. BY DIE ENGNEER OR ARCi FIEC( RECORD BASWONWNDLOAD$ CK Or. KV CWK. M. LFSANDTHECLADDNGBEINGUSED. OK -ATC No. FL -14916 s,urr a a -H OVERALL WA. INK.GLASS 1631 5/37ANNEALEO1 AIR SPACE g95/32' ANNEALED Tv' m4a C 4 z° 1?GVSS E c LUTE l4 p lfr IGLASS 3!1'OVERALL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED THK. GLASS x Z BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. is 5137tEMPEREDAIR SPACE2.95 - 5/32- TEMPERED c0.75 o o a a I G2 GLAZING DETArI - v c ci Vf U CC INSERT cl Z I6 Oplo- c- a W O M oAr -- I z u° rl " am 11/09/11 3 scut: N.T.S. O GLAZING /EAD 0.c eT: KV n O FIXED FRAME oa ; 1 o w FL -14919.2 c T.- K —or 5 p Blll OF MATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME WITH NAILING FW BY SILVERIINE 42902• VINYL 2 GLAZING BEAD BY SILVERLME 42217' VINYL 3 d8 X 7 PPH SMS STEEL 6 GLAZING COMPOUND SILcc w ICONE 7 2X BUCK SG >= 0.42 W000 MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI B 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I/1` MAX. SHIM SPACE 10 d8X1•I/2`PPHSMS STEEL 11 1/I` X 2-3/M ElCO OR RW CONCRETE SCREW STEEL 12 2X FRAMING SG >= 0.42 W000 13 GLAZING SPACER STEEL 14 GLAZING SETTING BLOCK Ib STUCCO INSERT BY SILVERUNE 42922' VINYL OVERALL WA. INK.GLASS 1631 5/37ANNEALEO1 AIR SPACE g95/32' ANNEALED Tv' m4a C 4 z° 1?GVSS E c LUTE l4 p lfr IGLASS 3!1'OVERALL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED THK. GLASS x Z BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. is 5137tEMPEREDAIR SPACE2.95 - 5/32- TEMPERED c0.75 o o a a I G2 GLAZING DETArI - v c ci Vf U CC INSERT cl Z I6 Oplo- c- a W O M oAr -- I z u° rl " am 11/09/11 3 scut: N.T.S. O GLAZING /EAD 0.c eT: KV n O FIXED FRAME oa ; 1 o w FL -14919.2 c T.- K —or 5 p Blll OF MATERIALS REM DESCRIPTION MATERIAL I MAIN FRAME WITH NAILING FW BY SILVERIINE 42902• VINYL 2 GLAZING BEAD BY SILVERLME 42217' VINYL 3 d8 X 7 PPH SMS STEEL 6 GLAZING COMPOUND SILcc w ICONE 7 2X BUCK SG >= 0.42 W000 MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI B 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 I/1` MAX. SHIM SPACE 10 d8X1•I/2`PPHSMS STEEL 11 1/I` X 2-3/M ElCO OR RW CONCRETE SCREW STEEL 12 2X FRAMING SG >= 0.42 W000 13 GLAZING SPACER STEEL T I 2/15/2017 Florida Building Code Online 1 Business & Professional • s SCIS Home Log In User Registration Hot Topics Submit Surcharge stats & Facts Publications FSC Staff SCIS Site Map Links Search FUda VVV 1 a "' Product Approval USER. Public User Product Approval Menu > Prndurt if Appbraunn Sarrrh > ApphrptiOn List > Application Detail FL # FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Sllverline 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 CralgCalderone@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 2011 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. ASTM E1300 Validation Checklist - Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/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•l/www.noridabldldirg.org/pr/pr app dU.aspx?param=wGEVXowtDquZRj59p/o21Drx23OOPLxr2KHVIY2g3r%Zbl%p2fkKOkbg8iy9GAA*1o3dp/pad 1/5 2/15/2017 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1,994 Florida Licensed Professional Engineer or Architect FL14918 R3 Eauiv FL La918 R3 Eouiv of Standards.odf Method 1 Option D 04/15/2015 04/20/2015 04/22/2015 06/23/2015 0 Page 1/ 20 m FL # I Model, Number or Name i Description ' i 114918.1 + a. Model 4100 / 9100 i Extruded PVC Picture Window i Limits of Use I Installation Instructions I 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 1 Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.1.odf Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party:_ Yes ! version for Historical Documents regarding this Approval) 114918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with Nailing Fin 1 14951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.2.odf Approved for use outside HVHZ: Yes ( Verified By: Lyndon F. Schmidt, P.E. 43409 I Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.2 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.3 c. Series 2900 Model 2941-2951 i Extruded PVC.Picture Window with Nailing Fn Weather Stopper"" I 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 1491.8.3.0f additional use limitations, installation instructions and product Created by Independent Third Party: Yes I 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 14918.4.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 11 Inst 14918.S.odf haps://www.0oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%21Drx2300PLxr2KHV1Y2g3r%2b1%2fkKOkbgBiy9GAA%3d"/o3d 26 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.5 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I i 14918.6 f. Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture Window 2953 / 4943-4953 with Nailing Fin Limits of Use i Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14913.6.odf Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline FL14918 R3 AE Eval 14918.6.odf Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) i 14918.7 g. Series 2900/4900 Models 2943- r Extruded PVC Continuous Head and Sill (Reinforced Integral 2953 / 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 1491S.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any I FL14918 R3 AE Eval 14918.7.odf additional use limitations, installation instructions and product' Created by Independent Third Party: Yes i particulars. I 14918.8 h. Series 2900/4900 Model 2941- j Extruded PVC Picture Window 2951 / 4941-4951 i Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes1particulars. 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Installation Instructions j Approved for use in HVHZ: No EL14918 R3 II Inst 14918.9.odf ; Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.9 for Design Pressure Ratings, any FL149L8 R3 AE Eval 14918.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.10 j. Series 2700 Model 2780 i Extruded PVC Picture Window with Nailing Fn Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL149t8 R3 II Inst 14918.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.10 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.1O.odf additional use Imitations, 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 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.11 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.11.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.12 I. Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 11 Inst 14918.12.odf I 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 ' htipsJtwww.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXOwtDquZRi59%21Drx2300PLxr2KHVlY2g3r%2b1%21kKOkbg8iy9GAA%3d%3d 315 2/1512p17 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 11 Inst 14918.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.13 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.13.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918.14 n. Series 5800 Model S840 Extruded PVC Fixed Window / Transom with Nailing Fin 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 Design Pressure: N/A I 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 Created by Independent Third Party: Yes particulars. 14918.15 o. Series 5800 Model 5840 I Extruded PVC Fixed Window / Transom with Flange Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.1S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.15 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Created by Independent Third Party: Yes particulars. 14918.16 p. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Nailing Fin Stopper" i Limits of Use Installation Instructions Approved for use In HVHZ: No FL14918 R3 lI Inst 14918.16.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.16 for Design Pressure Ratings, any F114918 R3 AE Eval 14918.16,pdf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes Iiparticulars. 14918.17 ; q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange ; Stopper" Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 Il Inst 14918.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.17.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 14918.18 ! r. Series 3000/3900 - Model Extruded PVC Picture Window with Nailing Fin 3051/3951 Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 14918.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.18 for Design Pressure Ratings, any FL14918 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 IL Inst 14918.19.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.19 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.19.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. https://vrww.floridabuilding.orglpr/pr app dll.aspx?param=wGEVXQwtDquZRj59%21Drx2300PLxr2KHVlY2g3r%2bl%2fkKQkbg8iy9GAA%3d%3d 4/5 2/15/2017 Florida Building Code Online 14918.20 t. Series 3000/3900 - Model Extruded PVC Continuous Head and Sill Triple Picture Window 3053/3953 with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14918 R3 II Inst 149t8.20.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 i Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any FL14918 R3 AE Eval 14918.20.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page d F117 wrx! 0 Page 1/ 2 0 m Contact Us :: 2601 Blair Stone Road. Tallahassee Ft. 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. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by trddiborol mail. If you have any questions, please contact BS0.487.1395. 'Pursuant to Section 45S.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartmenl with an email address it they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click b . Product Approval Accepts: RMORi Credit Card Safe haps://www.tloridabuilding.arg/prlpr eppO.aspx?param=wGEVXGwtDquZRj59%2fDrx2300PLxr2KHVtY2g3r%2b1%2fkKOkbg8iy9GAA/o3d%3d 5f5 SilverLine' C'byAndersen WINDOWS•DOORS SERIES 2900/4900 - MODEL 2941/2951 4941 /4951 EXTRUDED PVC PICTURE WINDOW NON—IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014( Florida Building Code (FOCI struclurol requirements excluding the High Velocity Hurricane Zone (HVHZI. 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to lase material shag be beyond wag dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that comples wilh Section 1609.12 of the FOC. 4. For 2x stud framing construction. anchoring of these units shag be the some as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering awlysis by a gcemed engineer or registered architect. OVERALL TABLE OF CONITIM SHEET / DESCRIPTION 1 r al elevation. de attires a general rates z Hormontat a vertical rxoss sections 3 Horizontal S vertical cross sections 4 Buck G (roma anchoring S 60 of matedot glazing dotal & components OVERALL FLANGE WIDTH 720 MAX. OVERALL FRAME WIDTH MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME M m X L POSITIVE NEGATIVEDIMENSION So O O P t t\ A r 67.0" x 69.0' G1 OVERALL OVERALL MAX. GLASS DESIGN PRESSURE (PSF) FLANGE FRAME D.L.O. TYPE POSITIVE NEGATIVEDIMENSIONDIMENSIONDIMENSION 72.98"x74.90' 72.0'x74.0' 67.0" x 69.0' G1 4.50.0 -50.0 IV -&L. N.T.S. IM VP KV ua a. LFS FL -14918.8 a -L or i 3 0 1 2 i ff) llllll40 1/ I11 V. Ur•:= u m 0661 7 4 c= go s1a NIV 3 4 INTERIORR 0 o 725EXTERIOR Cel a m 1 1/P MIN. EMB. TYP. O 11 W 1 3 2h o ie GI INTERIOR 2 O7 s CAM. 11/09/11 i o a a wu[: N i.S. i3° O EXTERIOR C.C. 0*. KV • 1 HORIZONTAL GROSS SKAON 8 2 VERTICAL CROSS SKTION m: LFS owaw .m.. • FL- 14918.8 u 2 2 n Pc -;-2-W ` O i 3 0 1 2 i P a 1-1 /I• u1A1 leHORIZONTAL CROSS SECTION 3 9rownw/1x9jb-buck EXTERIOR 11 11 INTERIOR e 3 VERTICAL CROSS SECTION g Ophond nasoruy A NTERIOR LTERIOR EXTERIOR ILII INIERIOR 1-2'*N VERTICAL CROSS SECTION g Shownw/IXwbbuck EXTERIOR Jill INTERIOR 4 VERTICAL CROSS SECTION 3 OpNord mosorvy sR V IMF u: N.T.S. a BY. KV a r. LFT ; we No, ¢ R-14918.8 u xf -Lor y5 O 22.S' MAX r 151 MAX :A O.C. (IYP.) I ( RYP.) 6" V: O.C. r=Tlr g 11 TYP. b i rrrrtr* 3 fA TYP. 0 2X BUCK r 2X BUCK i Z v R L: oa FRAME \K s 'm n d ONRY MASONRY MASONRY 1BILL W OPENING ` OPENING rSILL ONRY4 _ 14 d t30 I '00 00 z_ FRAME ANCHORING v eucMA ONRaHG MUCK av ISMAX. I n O.C. (IYP.) 6 ITYP.1 m Lo 18 IX BUCK — Q, - CONCRETE ANCHOR NOTES: lo1. Concrete anchor cotbm of the comers may be odjusfed to maintain the min. FRAME - Q edge distance to mortarlolnts. 2. Concrete anchor localiom noted as MAX. ON CENTER' must be adjusted to 18 MASONRY 3 malntotn the min. edge distance to mortor joints. additional concrete anchor MASONRY SILL i may be required to enswe the MAX. ON CENTER' dimension ore not exceeded. OPENING MASONRY 3. Concrete anchor table: 19 SILL MRaANCHORANCHORMIN. MIN. CLEARANCE MIN. CLEARANCE v U - Z I1W r s u Q art: 1 1 09/ 11 scut N.T.S. o IELCOowcey: M/ UITRACON 1/4' 1.1/C m FRAME ANCHORING C.K. er Lrs WOOD SCREW WSTALLATION NOTES; a 1. Maintain a mvdmum S/8' edge distance. 1' end distance a 1' o.c. spacing of I X BUCK owwe .a: _ wood screws to prevent the sp6ffing of wood. FL- 14918.8 u n ya a- 5 p TYPE SIZE EMBEDMENT f0 MASONRY i0 ADJACENT ANCHOR TAPCON 1' 1' o _V yy; ~ - i ............ 2 13 MKOVERAU GIASS ' *1, 1 N •; xo 14 1 5/37 ANNEALED ^ 9 m P W AIRSPACE 5 cZ 0 Q\ 6 SIV ANNEALED ill 4 i 1/4' GLASS u BRE _z THE APPROVED WT UTE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AA A CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GI lATING 0 I z, z a x N 8 O JO 6I d a Y In1 295 y Q O o n L I I O I _ a 7 oa 0 N O o u art: I 1 09 1 1O = GLASIN /EMO . WALL" N.T.S. u 3 owc. er: KV a c« a. LPS 3 O MAIN FRAME aa.ot wo: rt 1 - L-14918.8 0a sca 5 00 O eltt of Ma1>:Rlau ITEM DESCRIPTION MATERIAL 1 MAINFRAME BY SILVERUNE U52-2151 • VIN 2 GLAZING BEAD BY SILVERUNE 852.2217• VINYL 3 q 10 X 2.1/7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG >= 0.42 W000 MASONRY • 3,000 P51 MIN. CONCRETE CONFORMING TO ACI 11 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1 /M MAX. SHIM SPACE I I I/4' X 2.3/4' PFH ELCO, OR I1W CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL P19 GLAZING SERING BLOCK IxsucK w000 I/4" X 3.1/d" HWH ELCO OR UW CONCRETE SCREW SIEEI I/d" X 2•I/d" HWH ELCO OR RLN CONCRETE SCREW STEEi o _V yy; ~ - i ............ 2 13 MKOVERAU GIASS ' *1, 1 N •; xo 14 1 5/37 ANNEALED ^ 9 m P W AIRSPACE 5 cZ 0 Q\ 6 SIV ANNEALED ill 4 i 1/4' GLASS u BRE _z THE APPROVED WT UTE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AA A CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". GI lATING 0 I z, z a x N 8 O JO 6I d a Y In1 295 y Q O o n L I I O I _ a 7 oa 0 N O o u art: I 1 09 1 1O = GLASIN /EMO . WALL" N.T.S. u 3 owc. er: KV a c« a. LPS 3 O MAIN FRAME aa.ot wo: rt 1 - L-14918.8 0a sca 5 00 O eltt of Ma1>:Rlau ITEM DESCRIPTION MATERIAL 1 MAINFRAME BY SILVERUNE U52-2151 • VIN 2 GLAZING BEAD BY SILVERUNE 852.2217• VINYL 3 q 10 X 2.1/7 PPH SMS STEEL 6 GLAZING COMPOUND SILICONE 7 2X BUCK SG >= 0.42 W000 MASONRY • 3,000 P51 MIN. CONCRETE CONFORMING TO ACI 11 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 9 1 /M MAX. SHIM SPACE I I I/4' X 2.3/4' PFH ELCO, OR I1W CONCRETE SCREW STEEL 13 GLAZING SPACER STEEL P19 I I 2/15/2017 Florida Building Code Online Business & Professional Regulation ram SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts publications FBC Staff SCIS Site Map Links Search FlOflda Product Approval USER: public User lrv.rr+e.nn Product Approval Menu > Pr-Aua or Application Search > Appbrallon 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@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@lameshardie.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 FL13192 R4 COI RIO - Certificate of Independence, PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eauiv ASTM C1186 Eauivalencv Sianed.odf httpsJANww.0oridabtilcing.org(pr/pr app dU.aspic?pwam=wGEVXQwtDqtsk%2bGnUtA7ogxmaHRnHIID4CXwWRgKDf7RrxWwZsbgA%3d°/pad 1/3 2/1512017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Cade Online Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL d I Model, Number or Name 13192.1 I Cemplank Lap Siding Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. 13192.2 ! HardiePlank Lap Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 1S- 0122.04. 13192.3 1 HardieShingle Individual Shingles Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Description fiber -cement lap siding Installation Instructions FL13192 R4 Il ER RIO -2553.15 Plank metal wood.odf FL13192 R4 II ER RIO -2557-15 Plank Shingle CMU.odf FL13192 R4 11 ER RIO -2577-I5 Plank to WSP Sheathino.odf FL13192 R4 If Install CemPlank Siding.Ddf FL13192 R4 11 NOA 15-0122.04.Ddf 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 -2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathino.Ddf FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes fiber -cement lap siding Installation Instructions FL13192 R4 Il ER RIO -2553.15 Plank metal wood.odf FL13192 R4 Il ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 11 ER RIO -2577-I5 Plank to WSP Sheathino.Ddf FL13192 R4 II Install HardiePlank Siding.Ddf FL13192 R4 11 NOA 15-0122.04.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2553-15 Plank metal wood.Ddf 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 1S-0122.04.odf Created by Independent Third Party: Yes fiber -cement individual cladding shingles Installation Instructions FL13192 R4 lI ER RIO -2555-15 Shingle metal wood.Ddf FL13192 R4 11 Install HardieShingle Siding.odf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.Ddf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel Fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: iInstallation Instructions FL13192 R4 it ER RIO -2555-15 Shingle metal wood.odf FLL3192 R4 li ER RIO -2557-15 Plank Shingle CMV.Ddf FL13192 R4 11 Install HardieShingle Siding.Ddf Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO -2555-15 Shingle metal wood.Ddf FL13192 R4 AE ER RIO -2557 -LS Plank Shingle CMU.Odf Created by Independent Third Party: Yes 13192.5 I Prevail Lap Siding I fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL13192 R4 11 ER RIO -2553-15 Plank metal wood.odf httpsl/www.11oridabuilding.orgfpr/pr appdtl.aspx?param=wGlVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA9lo3d%3d 213 2/15x2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 15- 0122.04. I FL13192 R4 ti ER RIO -2557.15 Plank Shingle CMU.Ddf F113192 R4 It ER RIO -2577-I5 Plank to WSP Sheathina.Ddf FL13192 R4 If Install Prevail Lao Slding.Ddf FL13192 R4 11 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 FLt3192 R4 AE ER RIO -2557-15 Plank Shingle CMU.Ddf FL13192 R4 AE ER RIO -2577-15 Plank to WSP Sheathing.odf i FL13192 R4 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Sack 4ect Contact Us :: 2601 Blair Slone Road, Tallahassee FL 32399 Phone: 850,487.1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send eleCtronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. '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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the Public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe hopslNvww.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbWI.3da/a3d 3f3 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. a HardiePlank, A E Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 RM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS' PRODUCTS misit vrvr., femeshardie crlm 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 HZ100 PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE"' APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: L CUTTING INSTRUCTIONS Store flat and keep dry and covered prior OUTDOORS INDOORS to installation. Installing siding wel or 1. Position cur, ng statcn so :hat wird will blot, dist array from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). saturated may result in shrinkage al bun and &.ers n vtxtrirg area. 2. Position coming station in well-ventdaled area Joints. Carry planks on edge. Protect 2 Use ore of 3•e folovngg mettoLs, a. Pest I. Score and snap B. Caulking' (Caulking is not recommended edges and corners from breakage. James n. Shears Owtal, eectr:c ci pramabc) NE11111 use a power saw indoors Hardie is not responsiole for damage b. Pear I. Dust retire: rq uroular s, v equipped vntm a NEVER use a ercular w.v blade dtat does rAt carry the FLvrWade sate blade trademark caused by improper storage and handling Hard:e8lade- saw blade and NEPA vacuum extraction NEVER dry sviaeo - Use wet suppression or HEPA Vacuum Of the product. c. Good: I Dust reds cng circular ssv vnih a HardeVarle saw blade differently. For the same reason, Ills any forty use for low io moderate curtirg) do not caulk nail heads on Wportart Note For rrmdmum prolecuon (o.,rw respe,,ble dust piodLcum, James iivdia recommends akrays usirg -8esi"-level wttrg medtttt vl.ere feasbfe NIOSH -approved respaatcrs can be used in otin Lraon •rrth above cr'uq prxrces to ltr•Joer raAa dust exposures. AddrCmal eyposwe inlorrnai!cn is available HardiePlank sxfing at vsww jairesrarcl'e coin to he!p you de err ne t z most appropna a uumrg methal for yr Lr;ob reGtraaner is. d concern soil ousts abort z+posure erels a /W It rot comply vett the above piactces, you should alv.sys consult a dpnbfied ,nrh:sinal hygierxst or contact James Hante'cr'unher inlarnaWn. man•, 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 all ,crow. tamehardie nom 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 housewrapr, .vhich 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 - h/pically 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 wilh standing wrater, water -resistive barrier lei -in bracing HardiePlank lap siding may be installed on flat vertical wall applications only. jMSr•,ocd or 2a o C. mt' For larger projects, including commercial and multi -family projects, where the spall of the sheathing wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie' Siding Products" at www.JamesHardie.com. DO NOT use stain, oil/alkyd base paint. or powder coaling on James Hardie'' Products. INSTALLATION: JOINTTREATMENT One or more of the following joint treatment options Figure 2 PfatlSne(If nail line is not are required by code (as referenced 2009 IRC present place R703.3.2) Ad .Ila listener A. Joint Flashing(James Hardie recommended r I" fro 3/-" E 1' from lop B. Caulking' (Caulking is not recommended rrater- r e Nod 3,8"firm Of plank) for ColorPlus for aesthetic reasons as the edge a (tiaAk Caulking and ColorPlus will weather differently. For the same reason, Ills any do not caulk nail heads on HardeZone" ColorPlus products.) HardiePlank sxfing C "H" jointer Cover install olanks in moderate contact at oun joints a vrater•rzsrstr e oznier 00 tasterrer hLctall a I Ira° Soler Slur/ to ensure a consisleni plank angle leave 0010 'lie gap bev.vo en planks and uim. oxen u,mdk"' Note: Field painting over caulking may produce a sheen difference when compared to the field paired PrimePlus. 'Refer to Caulking section In these Instructions. For additional information on HardieWrao' weather Birder. consult James Hardie at 1.866-eHerdie or vrnv.hardiewrao.com WARNING: AVOID BREATHING SILICA DUST James Hartlie' products contain respnade trysta line silica. ,Awl is known tome State of G,hfoinia to cause cancer and is considered Uy IARC and NIOSH to oe a cause of cromca firm some eccua:uonal sources. Breathing messive amours of resoir,,ble silica durst can JsD rause a disabling and potentiality fatal lung disease called silicosis, and has tm linked math other diseases. Some studies snuggest smot,rrg may increase (hese lis s. Dwmg mstaltior m ar hanobV• oil .Alk m outdpor areas with amule ventilation; 121 use liber cement shears for ratting or, where Act leaSlDla, use a Haroreelade ' saw 3lzee ait dust -recusing circular sac attzched to a NEPA vaomm:131 warn others in the hrmerhate area: (a)rear a oiooerty•ntted. tilOSH•aDormed durst r:esk G resoiratci re.g. N•95) In accorcmxe vath aophcabl, govemn,t mt regulations and manufacturer rnsbumrs to hither anal iespiraole sdica exposmtes. Div Ino; clean-up, use NEPA vacuums a wet cleanup n-edrors • never dry saeep For tither information. rein to ow installation Insuuctions aro Wetanal Salety Cea Sheet addable at .nrv.Pneshaidextim or by tatting I.6C0.9iLAPDIE (1.660.3~2.73=31. FA0.L'RE i0 ADIiERE TO CuR WARNINGS IJSDS. AND INSTALLA 11014 INSTRUCT, IONS AIA' LEAD TO SERIOLS PUMNAL It JLRY Or CEATH. ti511119-Pi14 b/1J y >o CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing 01filgIrK ulred code x 4" i•r-• " Min. Y+" Do not caulk in. 1"•2" 111 ri Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry Flashing r.4! Z-Flashing i Z-FI hing t' Z-FI hang Mi - r 2" y Min. Y.1" s fir Min. 1h" Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension rRecornmended in W10) 6rt*V shingles at kmt I" out hvl>i toe fascia w g are prwn l' mqpMo' FASTENER REQUIREMENTS ** Blind Nailing is the preferred method of installation for HardiePlank 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) 11ga. roofing nail (0.121" shank x 0.371" HD x 1.25" long) Screws - Steel Framing Ribbed Wafer -head or equivalent (No. 8 x 1 1/4" long x 0.375" 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 7116" 11ga. roofing nail (0.121" shank x 0.371" HD x 1.75" long) Ribbed Wafer -head or equivalent (P1o. 8 x 15/8" long x 0.375" HD). oc mar, Figure 15 FACE NAILING Nails - Wood Framing 6d (0.113" shank x 0.267" HD x 2" long) Siding nail (0.09" shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -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 8 F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum IW into metal framing. OSB minimum 7116" Siding nail (0.09" shank x 0.221" HD x 1.1/2" long)' Figure 16 24" — O C mo.. Laminate sheet to be removed immediately after installation of each course for ColorPlus° products. When face 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 when considering alternative fastening options reler to James Hardie's Technical Bulletin USTB 17 • Fastening lips for Hardtet'lanO Lap Siding. HS 11119-P2/4 6/13 Minimum overlap i 1 v4 -?.In for Both Face I overlap 1 and Blind Nailing 1 Nail Line/ 1 e Blind Nall min. pp1114 ov face nail I I 1 Water Resistive I I water -resistive 1 f/a'mm Barrier barner Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus° products. When face 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 when considering alternative fastening options reler to James Hardie's Technical Bulletin USTB 17 • Fastening lips for Hardtet'lanO Lap Siding. HS 11119-P2/4 6/13 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro -galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie" products near the ocean. large bodies of water, or in very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wand loads may not be applicable to all areas wnere Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services it you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should lit snug against siding (no air space). (fig. A ) Do not over -drive nail heads cr diive nails at an angle. If nail is countersunk. fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing. remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. A o PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic lastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. It setting the nail depth proves difficult. choose a setting that under drives the nail. (Drive under driven nails snug oath a smooth faced hammer - Does not apply for installation to steel framing). f countersunk, W 0fill &add nail snug flush DO NOT DO NOT Figure A Figure B under drive nails staple PAINTING DO NOT use stain, oil/alkyd base paint, or powder coating on James Fardier Products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specilications. Back -rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Ouad as well as some other caulking manufacturers do not allow tooling. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPluse 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. It large areas require touch-up, replace the damaged area with new HardiePlank- lap siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus, product dealer. Treat all other non -factory cut edges using the ColorPlus 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 parry touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust. dirt, or mildew Repriming is normally not necessary 100016 acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie' Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section Hsi III9-P3/e 6113 y o COVERAGE CHARTIESTIMATING GUIDE Plumber of 12' planks. does not include waste COVERAGE AREA LESS OPENINGS I HARDIEPLANe LAP SIDING WIDTH SG 5 V4 6 114 7 114 7 U2 8 811d 9114 9 112 12 I SO = too so.o.) exposure) 4 5 5 5114 6 314 7 a 8114 10 314 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 1C0 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 10D 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 2100 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 2dO 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 2G0 175 175 130 15 375 300 250 240 222 214 188 188 1410 15 4100 320 257 256 237 229 2100 200 149 1i 425 340 283 272 252 243 213 213 158 18 d50 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 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 mth ICC -E3 Evaluation Report E3R•2290. HardiePlankO tap siding a recognized as a suitable altamate to do specked in: the 2006 2009.32012 International Residential Code for One. and Two -Family Dwellings. and the 2006.2009. d 2012 Intemattonat Building Code.. HardiePlank lap siding is also recegnued for appticatlon in the lobvnng: City of los Arge es Research Repon No. 24862. State of Flo da ising F1.489. Dade County. Florida NOA No. 02-0729.02. U.S Dept. of HUD Materials Release 1163c. Texas Department of Insurance Product Evbluadon =C•23. Cir/ of New York MEA 223.93-a4, and California DSA PA4t9. These documents should also be consultee for additional information concerning the suitability of this product for specific applications. T es2013JamerdteBurlingProducts tADengmreserves. Additional Installation Information, TTA, SM. and 0 denOle trademarks Or registered trademarks 01 James Hardie Technology linoted:;tsaregistered uademark Warranties, and Warnings are available at JamesHardieofJamesHardleTechralcgyLinuted. wwwJameshardle.COm "M Panellast is a registered trademark 0 ET4F Fastening Systems, Inc HS11119•P4!4 6113 2/15/2017 Florida Building Code Online r u Business & Professional Regulation r cm SCIS Home Log In User Registration Not Topics Submit Surcharge Stats & Facts Publications FBC Staff Bcls site Map Links Search Florida a Product Approval USER: Public User t+ rW Ar Product Aporov3I Menu > Pmduct or application Seard+ > Application List > Application Detail FL # FL13265-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald 1. Ogawa the Evaluation Report Florida License PE -24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13265 R2 Eauiv ASTM 01186 Eauivalencv Sioned.odf httpsJAvww.floridabt iiding.orgfpr/pr app all.aspx?param=wGEVXCwtDgvRk6bsvZ66FOMz7xGPgkne9YuSQ/o2bAvrIW7KTav2gCcCpg%3d%3d 1/2 2/1512017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 04/23/2015 04/30/2015 05/11/2015 06/22/2015 FL A Model, Number or Name Description 13265.1 i HardieSoffit Panels HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit i panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI 13265 R2 II ER RIO -2554-15 Soffit wood metal.odf Approved for use outside HVHZ: Yes FL13265 R2 11 Install HardieSoffit Panel.Ddf Impact Resistant: N/A FJ 13265 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 0122.04. Evaluation Reports FL13265 R2 AE ER RIO -2554-15 Soffit wood metal.Ddf FL13265 R2 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Oaak Nexi Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8S0.487.1824 The State of Florida Is an WEED employer. Codvrlaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by plane or by traditional mall. 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 he er . Product Approval Accepts: W 0. , Credit Card Safe httpsl/www.fioridabuiiding.orgfpr/pr app dll.aspx?param=wGEVXOwtDgvRk6bsvZ66FOMz7xGPgkne9YuS%2bAvrIW7KTav2gCcCpga/o3d%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. HardieShingle 1, Siding JamesHardie STRAIGHT EDGE, STAGGERED EDGE, HALF ROUNDS & INDIVIDUAL SHINGLES EFFECTIVE SEPTEMBER 2013 INSTALLATION REQUIREMENTS - PRIMED & COLORPLUS" PRODUCTS Visit vAymiamosharrtiecomfor the most recent version. IMPORTANT. FAILURETO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONEa INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS clearance between James Store flat and keep dry and covered prior ourpooRs INDOORS to installation. Installing siding wet or I Poli* aumr.g miton so hat wnd yra bio v tkst a: a/ horn user 1. Cut only us rg shears (manual, electric or preumadc). saturated may result in shrinkage at butt a" ll others n ` area 2. PoshLon cutting sixon in well•ventiated area joints. Carry planks on edge. Protect 2. Use one of 3'e tolfowmg me•Juds: a' Pmt'' Shears (maraal, udecaht a pneumatc) edges and comers from breakage. James b. Beier: i Dust redt.crg to Jw saw erltapped wrrdh a NEVER use a power saw miloas Hardie is not rest onsible for damage HardeDade' sax blade end HEPA vaaturn eoa=n WYM tsa a 0cdar saw b Wa that does net cam 3:e HardeBbde saw blade rareerrark caused by improper storage and handling c. Good: I. Dtsr ralxrg cmUw sew witha Hard eB4rk =v trade NEVER dry sweep — Use wei st,ppression or HEPA Vacuum of the product. orly use ;or 'eco to moderate cunjV PMprr4rr Pkse For manmum proiect;an (avast RSp mblc rkst prouLc-Jcnl. James FCade retwmmis *.Yays tang °Best -level aning methods .%here femble. NIOSH-iWo,ied regroa!ors can be used n coquvion win- above curJhg practces a Wer rerk,ce dust apasl res. Ad&lcnal exposure inlormahon s availalAi at ww.%lameshVrke.can to help you fteimiie the mos; appropriate cuar•g methal for you job repiremert3. if concern sol era's about evpoxre tants or you do rot compf vita tha above pracmes. you should ah lays consult a rpua6hed i-dusuial Irrgternsi or contact James Haift for lumnor Intamaton. grT,I'y 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 Iccal building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier, a non -woven non -perforated housewrap'. which complies with building code requirements. When installing James Hardie products all clearance details in figs. 1,2.3,4.5,6 &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 trim products in compliance with local building code requirements for clearance behveen the bottom edge of the siding and the adjacent finished grade. Figure 1 siding concrete to v mint r stoner course Maintain a minimum V - 2" Maintain a minimum 1" - 2" clearance between James clearance between James Hardie Hardie, products and paths, products and decking material. steps and driveways. Figure 3 water sidin resistive 9 0.imer deck materiel t' - 2- min liljoist shing edger For additional information on Hardie'NraD-Weathei Barrier. consuh James Hardie at 1-866.4Hardie or vAwt.hardie• irao-com At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a minimum i" - 2" clearance behveen the roofing and the bottom edge of the siding and trim. Figure 4 min. WARNING: AVOID BREATHING SILICA DUST James Rome' products contain respirable crisiaYIne silica, which Is known to the State of California to cause cancer aril is censiMred by WRC and NIOSH to be a cause of cancer Iran sane occupational sauces. Breathing exesshe amounts of respirable sirua dust can also chi rse a disabling aria potentiatrf lata) lung dame caped sticosrs and has been !;roped with other diseases. Some studies suggest smoking may tnuease these risks. Citing installation or tar ding: (t l :oak in outdoor areas vath amole venulalion. (2) use liter cement shears for cutting or, where not leasable. use a Haidle0aile"saw blade and dust-ifticong ocular sun attzetheuf to a NEPA +xoom: (Ju warn others hn the immediate a, tort weJ a properry•fined. raOSHaooroved dust mors a respbatw ie.g. W951 m aacroaihce nth aopicable government regulations and manutacover WWW bin tD hnliel bol respirable silica aniostires Doing dean•uD, use HEP,? vacmma a wet cleanup methods - rie%ei dry weep. For further inlininabrin, refer to au inslaflarion Instructions and Material Safety Data Sheet avaftle at v viJameshaiale.com or by cauuhg I.8OO-9WFDIE tit -BCD -9.12.73436 FAILURE i0 ADHERE TO CUR WAR ZINGS. KISDS. AND PISTALLATICN INSTRUCTIONS MAY LEAD TO SERIOUS PERSCNAL KLRY OR DEATH. T HLOHZ1 Yl/b b/IJ Maintain a 1/4" clearance between the bottom of James Hardie` products and horizontal flashing. Do not caulk gap. Figure 5 sidi g Do not 1/4igap CatrK Oashrng Maintain a minimum 1" gap beWeen gutter end caps and siding & trim. Figure 6 fascia gutter and end cap Figure 7 KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing 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 in place, and then come back to install the kickoul. Ifua - \ -11 `1 Figure 7, Kickout Flashing To prevent water from III 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 deffection TRIM CONSIDERATION: BLOCKED PENETRATIONS Minimum 1" trim thickness is needed as Panels stack at a depth of roughly 15/16" for the 7" Penetrations such as hose bibs and holes 1 Yi" or reveal. If additional trim depth is desired, you can place a spacer under the trim (Fig. 8C & 8D). larger such as dryer vents should have a block of trim around point of penetration. IVA GABLE INSTALLATION: Installation over sheathing is recommended (Required for Individuals) for gables.' 1) Find the center stud of your of your Gable and snap a caulk line down 2) Measure out 16- to both the left and the right of the center line and snap a caulk line 3) Measure up 2' if you are off a roof line or %1" if you are starting above a band board 4) Set the bottom of your 1 W starter strip at that line 5) Place your 8 %" Starter Course -bottom IeJel with the bottom of the starter strip 6) Set your first row of Shingle - starting the first piece at the vertical litre 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 Hail can be either one of the keyways. Stay by keyway to avoid shiners) (EX I) Blue Dots show nail placement 8) Measure up 7' with straight and V with Staggered edge and snap a caulk line to get your proper exposure 9) The second row will start at the center line 10) The Third row will start at the line right of center 11) As you work your way up the gable make sure you Keep your Cut Pieces you will use the pieces on the edges of the gable (EX2) 12) Edges Gable butting into trim leave a 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') Ine ure 9Fi fndcertoatgbne: Figure 10 Figure 11 9 srop acn'ti. hic 1 sura Slip• har sL7rntauntn A4Utmebmeet Snip Uglt urs ;rarro Vp SAW dafr hr1C. 16' hornr2`urarKCt aI root Ino 15:. Irani hdroo center b 0e lei ]nd'vjt arNa Yprcoual I1e11 CI 5181rJ to;nr34 r Ts r ' ;' r , rd ACT, Figure 12 Figure 13 5snrararbxgarsal Figure 14 Die.% ftnanocom F•'sl VW* %es on 1 e H eemike4oe Srw dwr..nrc T lar tah cri% Ire 3'811 rR'141re T UYtp 7Jk Mei x wo t5 c1 rd17 to awit sew, r0.00 Thad rave "Mil Asad favi Ot S'I nKx IMI raW d Sn'tj,5 rgnl dW Ir2 7 00 1 It ......... I 1 1 I........... .. 1 1 I 1 ' L I:r •1- 1 IPanels can also be installed direct to stud up to 24*OC. Note: Snapped chalk lines help guide installation. when installing straight edge panels or Individual shingles use a straight edge on bonom edges if uniform straight edge is desired. HS11121_P2r5 8113 HARDIESHINGLE' STAGGERED EDGE PANELS INSTALLATION Fastener Requirements Figure 15 0.083" x 0.187" HD x 1 112" long ringshank nails are used for fastening Steps 1.4 HardieShingle'' Staggered Edge Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle• Staggered Edge Panel Installation 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 15 817). Ensure kayways do not line up on subsequent courses. 1) Install a 1-1/4" starter strip, then install a 8.1/4" wide HardiePlank* lap siding ------ starer course. 2) Place first panel so that panel end centers over stud. Trim panel as needed. Butt the cut end into trim as shown (figs 15 817). when installing over a band board or 1/8" min. 16" or 24" Trim gap for o c _. water -resistive I caulk I barrier I IIII - IIII sheathingth DO NOT NAIL THROUGH THISAREA 6 I I I II any horizontal surface, leave 1/4 gap between bottom of siding and flashing. course /1 trim first panel 8 1/4" 1 ^ 3) Secure panel, leaving 1/8" gap for caulk at trim and continue the course / to hit center of HardiePlank' starter position nails on nail line and secure into framing, furthest stud lap siding strip along the wall. Only when application is to minimum 7116' thick APA 4) Start the second course, by removing the equivalent of one full stud rated sheathing, position nails on nail line spaced a cavity (16" or 24" OC), again abutting the cul end into the trim (figs 15 Si 17). maximum of 13 3/4' o.c. Allow 318" from panel edges. 8 I This is to prevent pattern repetition. Repeat step 3. Steps 5 6 1/8• min. gap for caulk 5) Start the third course, by removing the equivalent of two full stud cavities (figs 15 8 17) and repeat step 3.Jy 6) Continue up the wall repeating steps 2 through 6 until desired height is reached thio s" ; I course L_____ II Note: For aesthetic purposes you may trim - -- second i s the bottom of the panel to create a straight I ou=se II edge. If doing so, ensure all cuts ends are course properly sealed and painted (fig 14) -- -- Figure 16 114" gap. Do not caulk. • ' ' • • . • • • , r • r band board I HARDIESHINGLEO 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 HARDIESHINGLEO STRAIGHT EDGE PANELS INSTALLATION Maximum Exposure of 7" REFER TO STAGGERED EDGE INSTRUCTIONS ABOVE SleOS 1 .4 Figure 16 Steos536 Trim 1/8" min. 16' or 24"y water -resistive 1/8" min. gap for O.C.I barrier gap for caulk r1 rl caulk I1 ; sheathing I I I 1 1 1 II II I 00 NOT NAIL THROUGH I 7" I I THISAREA I + I 15-1/4" parts 8= Ail--- '— I - -7third l course I i I LAAAA I I V __ r second I 7" I I I I course I i panels I--- --; - ;-- i II II first course r I second trim first panel 6i" I%" 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 7116" thick APA rated sheathing. position nails on nail line spaced a maximum of 13 3/4' o.c Allow 318" from panel edges HARDIESHINGLEO STRAIGHT EDGE PANEL COVERAGE Panels for sidewall applications are available in 43" IengUts. Pieces needed for one square (I00sq.f1.) of product coverage = approximately 43. based on maximum 7" exposure HS 11121 P3/5 6113 HARDIESHINGLEO INDIVIDUAL SHINGLE INSTALLATION HardieShingle'- Individual Shingles must be installed with the wildest part of the shingle placed downwards and ditectly to minimum 7/16" thick Figure 18 sheathing. Tnm 1 a or Fastener Requirements gap caulk 0.091" x 0.221" HD x 1 1/2" or 0.121" x 0.371" HD x 1 1/4" long Al corrosion resistant siding nails are used fol 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 --f- about trim boards. Space shingles a maximum 1/4" apart and leave a minimum lap of 1 1/2" between successive courses (fig. 19). 1) Install 1 1/4" starter strip and a 8 1/4" wide HardiePlank" shingle siding starter course. _ _±_ 2) Install first shingle from the end abuting trim. Install widest part of shingle placed downwards. (fig. 18). 3) Secure shingle, leaving a 1/8" gap for caulk at trim and continue the ecoursealongthewall. 4) Start the second course, leaving a minimum lap of 1 1/2" between successive courses, again from the end abutting he trim. Repeat step 3. 5) Continue up the wall repeating steps 2 through 5 until desired height is reached. HARDIESHINGLE° INDIVIDUAL SHINGLE COVERAGE Figure 19 Individual Shingles for sidewall applications are available in assorted widhs---------- asas listed below. Bundles needed for one square 000 sq. ft.) of product coverage: Shingle Number Pieces Width of Bundles per Bundle shingle f -- i" max. exposure I--- AInstall with the widest part of the shingle placed downwards MY -19- 16" 9 18" or 24" water -resistive o C. barrier n 171 1 sheathing 11 T 11 11 Tu e e postion nails on nail line a 8'/," 1 - minimum 3/8" from edge HardiePlank• starter lap siding strip 4-3/16" 3 15 5-1/2" 6 15 6-3/4" 3 15 7.1/4" 6 15 10" 3 15 HARDIESHINGLE°HALF-ROUND PANELS INSTALLATION Fastener Requirements 0.083" x 0.187" HD x 1 1/2" long ringshank nails are used for fastening HardieShinglev Half -Round Panels to both framing and to 7/16" thick APA rated sheathing. HardieShingle Half -Round Panel Installation Install HardieShingle, panels with joints butted in moderate contact. Due to Figure 20 trim board overlapping of the joints, caulk is not required except where panels abutt 1/8 gapfor 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 HardlePlank* lap Tsidingstartercourse. 2) Place first panel so that panel end centers over stud. Trim panel as is 1/4" needed. Butt the cut end Into trim as shown (figs 20). When installing shingles over a band beard 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. 41) Start the second course, by removing the equivalent of one full stud cavity 16" or 24" OC). again abutting the cut end into the trim (fig 20). This Is to _ prevent pattern repetition. Repeat step 3. 5) Stall the third course. by removing the equivalent of two full stud cavities a figs 15 & 17) and repeat step 3. 6) Continue up the wall repeating steps 2 through 6 until desired height is reached. position nails into framing through previous courses. G Only when application is to minimum 7/16" thick APA rated sheathing, position nails spaced a maximum 13 314" o.c. HARDIESHINGLE HALF -ROUND PANEL COVERAGE Allow 318 from panel edges Panels for sidewall applications are available in 48" lengths. Pieces needed for one square (100 sq. ft.) of product coverage=43 pieces with 7" exposure. water -resistive barrier' I space shingles max 114" apart eave a min. lap j f 1.1/2' between ilintsinsuccesive nurse 1 114" starter strip 8-114" HardtePlank' lap siding HS11121 P4/5 6/13 CORNER DETAILS A. Panels butted against corner boards. B. Panels butted against square wood strip on inside corner, flashing behind. C. Laced outside corner. D. Laced inside corner. minimum (1 ") thick trim WINDOWS AND DOORS Building wall components such as windows, doors and other exterior wall penetrations shall be installed in accordance with the component manufacturer's written installation instructions and local building codes. Where windows or doors are installed, continue the application of siding as if the wall is complete. Triming for the opening and using the resulting piece may throw 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. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (For steel framing, remove and replace nail). Do not use aluminum fasteners, staples, or clipped head nails. DO NOT use stain, oil/alkyd base paint, or powder coating on James HardieP Products. James Hardie' products must be painted within days for primed product and 90 countersunk, days for unprimed. In addition non ColorPlus' product versions of HardieShingle" Siding fill & add nail require a field applied prime coat. 100% acrylic primers and topcoats are snug flush U DO NOT DO NOT recommended. Do not paint when wet. For application rates refer to paint Figure A Figure B under drive nails staple manufacturers specifications. Back rolling is recommended when paint is spray applied. 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. Figure S y >o, 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 Ouad as well as some other caulking manufactuers DO NOT allow tooling. PRIMING & PAINTING 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 pally touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIEa SIDING AND TRIM PRODUCTS WITH COLORPLUS'S TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coaling on James Hardier Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section RECOG41 ION., In accordance .-Alh IMES E:aluabon Report ESR -2290. HardieShingle lap siding is recognized as a suitable alternate to that specitied in: the 2006.2009.&2012 international Residauial Code for one- and T%,m.Famiy Dr26ngs, and the 2006.20D9. & 2012 International Building Code,. Hands irgle lap siding is also recognized for application in the fogwhng: City of Los Mgeles Research Report No. 2x862. State of Florida listing FL#889, Dade Cowry. Fb6da NOA No 02.0729.02. U.S Dept. of HUD Materials Release 1263c, Texas Depanmem of bhsurance Product Eralu rion EC -23. Gly of New York ytEA 223.93-\L and California DSA PA -019. These documents should also be consulted for additional information coneenitg the suitabil y of this prosx3 for speafe applications m 2013 James Hardie Building Products, Inc. All rights reserved. Please visit www.iameshardie.com for Additional T M. SM, and ® denote trademarks or registered trademarks of Product Information and Availability, Ja mes Ha rd ie James Hardie Technology Limited. 7 is a registered Installation Information, Warnings. and Warranties / trademark of James Hardie Technology Limned. HS11121 1`5/5 6113 I 2/1512017 Florida Building Code Online - r Business& Professional Regulation II p 1 Ur r rc r a SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 5 Facts Publications FBC Staff SCIS Site MOP Links search Florida i ' Product ApprovaldoprUSER: Public User 10- X / v,i» Product, .+oorov3l Menu > Prnd :r., Or 400iiretinn 540--tn > need-oUnn ! s: > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12194-R3 Revision 2014 Approved Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 PRI Construction Materials Technologies, LLC 06/19/2020 Locke Bowden Validation Checklist - Hardcopy Received FL12194 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 htlpsJ/www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXOwIDquk24AUC% 21EHMrNrkL4bysALEZSXMjsX5GE0%2f1CXzYpyxA91o3d%3d 1/2 11512017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 5rummaryof Products FL X Model, Number or Name I Description 12194.1 i Alumunum Coils Aluminum Soffit Umits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Other: See Evaluation Report for limits of use. Aluminum soffit panels Installation Instructions FL12194 R3 11 ALC15001 Evaluation Report 2014 FBC 04 T4 f its d Verified By: Zachary R. Priest PE -74021 jCreated by Independent Third Party: Yes Evaluation Reports FL 1219" R3 Ac ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.Ddf Created by Independent Third Party: Yes YACp w:ar Contact us :: 2 601 Blair StoW R0811Tellaha5sce EA 32799 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 rat want your e-mail address released in response to a public records request. do not send electronicmailtothisentity. Instead, contact theoffice by plane or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Oepertment with an email address if they haveone. The ema is 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 made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick A Product Approval Accepts: 1hcr Credit Card Safe htipsjtwww.11oridabuilding.orgfprlpr app dll.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsXSGEO%2f1CXZYpyxA°/o3d%3d 2n fTRINITY ERD i EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A33360.02.09 -R2 FL12194-R2 Date of issuance: 02/26/2009 Revision 2: 06/23/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3, plus a 16 -page Appendix. Prepared by: o-sees' OP i 'c Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OC4ANE1983 r r ,rrrt•tr The facsimile teal appeasing was authorized by Roben Nieminen, P.E. on 06/23/2015. This does not serve as an electronically signed document. Signed, sealed herdcoples have been transmitted to the Product Approval Adminhuator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial Interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, I.I.C. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TTRINITY!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 Prope Standard Year 1404.5.1 Wind AAMA 1402 2009 1710.9.4 Wind ASCE 7 2010 3. REFERENCES: infint Examination Reference Date Aluminum Coils Notice of Sale Transfer to Data 02/11/2009 CTL (TST1577) Wind Resistance CTLA 1847W 05/01/2008 CTL (TST1577) Wind Resistance CTLA 2076W 10/04/2011 PRI(TST5878) Net Free Ventilation Area ACIX-002.02-01 12/07/2011 PRI (QUA9110) Quality Assurance Quality Assurance Agreement Exp. 06/19/2020 4. PRODUCT DESCRIPTION: Aluminum Coils Aluminum Soffit are formed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels in 16 -inch sections. The reported net free ventilation areas are 22.3 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 (GCp; _ ± 0.18), no load combinations (Ka = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 611320-3. Exterior Research and Design, I.I.C. Evaluation Report A33360.02.09 -R2 Certificate of Autharfration 09503 FL12194-R2 Revision 2: 06/23/2015 Page 2 of 3 f I TRINITY i ERD 6. INSTALLATION: 6.1 Aluminum Coils Aluminum Soffit shall be installed in accordance with Aluminum Coils published requirements, subject to the Limitations / Conditions of Use noted below. 6.2 Refer to Appendix 2 for fastener type and spacing requirements. 6.2.1 'Wood' substrate herein pertains to nail engagement into southern yellow pine. 6.2.2 Fasteners shall not engage stucco cladding, but shall pass through to engage the wood or block substrate to the minimum embedment depths noted in Appendix 2. 6.2.3 Panels shall engage the F -channel receiver to its full engagement depth, minimum 0.74 -inch. 7. BUILDING PERMIT REQUIREMENTS: 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 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC — QUA9110; (813) 621-5777 THE 16 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A33360.02.09•R2 CerUprate of Authorization a9503 FL12194•RZ Revision 2: 06/23/2015 Page 3 of 3 TRINITYJERD 740" 238" F' CHANNEL (,3/8') ALUMINUM 0.0165" nolni(tal thickness Exterior Research and Design, U.C. d/b/a Trinity ERD Certificate of Authorization 19503 Robert Nieminen, PE -59166 18' BLANK 3 / 8 PROFILE 25 TYP. 0.125 ryp. 2.625 REF. 50 TYP. OI00000 00000 O00000 00000 b 000000 000ao NIO%MR PAfI Rrl (F 1yu Fl LOWERS FORMED IN SAME DIRECTION AS MOS) Evaluation Report A13360.02.09 -R2 for FL12194•R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 12- nitt vast QOTRINITYIERD Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Aluminum Coils, Inc. Robert Nieminen, PE -59166 Revision 2:06/23/2015 Appendix 1, Page 2 of 2 JCTRINI-FYI ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Walt Side Eave Side MDP (psf) Page A-1 1 & 2 12 F -Channel (nailed to wood or block) Fascia Cap +40.01-40.0 2.3 A-2 3 12 F -Channel (stapled to wood) Fascia Cap +48.0 / -64.2 4.5 A-3 4 12 1 -Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6.7 B-1 5 16 F -Channel (nailed to wood) Fascia Cap +25.6 / -25.6 8 B-2 6 16 F -Channel (nailed to concrete or block) Fascia Cap +33.3 / -33.3 9.10 B-3 7 16 F -Channel (stapled to wood) Fascia Cap +27.0 / -36.1 11.12 8-4 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 1710.9A for determination of project -specific design wind pressures. The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6 in accordance with FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GCO = 10.18), no load combinations (K, =1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K„ = 1.0) at the stated maximum eave height. Analysis for buildings falling outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5. Reference to 'OK" indicates the system performance exceeds project requirements for that pressure zone. Reference to 'NO" indicates additional testing is required. 6. The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan -view dimension or 40% of the mean roof height, whichever is smaller, but not less than either 4% of the least horizontal plan -view dimension or 3 feet, as outlined in Figure 30.4.1 of ASCE 7-10. vl OCo , 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 F112194 -R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 1 of 14 r- 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 x 0.072 -inch 1. 12 Wood diameter nail, 24" O.C. Wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36" o.c. 40.0 min. 1.25 -Inch crown staple 3/16 -inch head embedment diameter trim nail One (1) Min. One (1) min. l Y. -inch Concrete 0.097 -inch One 11) min. long x 0.072 -inch 2. 12 or CMU dia7- meter T - meter nail 24" o.c. wood 3/8 x 3/8 -inch 16" o.c. diameter x min. 36' o.c. 40.0 block or stub-nail, crown staple 3/16 -inch head min. diameter trim nail embedment Nin. 3!3' haad dia. nail with min. it:' engagement(for wood substrate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" engagement(for concrete or bloc): suhutrnte), 3pacod as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L -PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report A13360.02.09 -R2 for FL12194-112 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 2 of 24 r TRINITYIERD Table A -1a: 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) 140 150 160 170 O<h<30 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 40<h<50 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO 50 < h 160 4 OK OK OK Ox OK NO NO 5 OK OK 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 3S0 0<h<15 4 OK OK OK OK OK 5 OK OK OK NO NO 15<h<20 4 OK OK OK OK OK 5 OK OK OK NO NO 20<h<30 4 OK OK OK OK NO 5 OK OK NO NO NO 30<h<40 4 OK OK OK NO NO 5 OK OK NO NO NO 40<h<50 4 OK OK OK NO NO 5 OK OK NO NO NO 50<h<60 0 OK OK OK NO NO 5 OK OK NO NO NO Table A -lc: System No. i & 2 - Exposure D Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 O<h<15 4 OK OK OK OK 5 OK OK NO NO 15<h<20 4 OK OK OK NO 5 OK OK NO NO 20<h<30 4 OK OK OK NO 5 OK NO NO NO 30<h<40 4 OK OK NO NO 5 OK NO NO NO 40<h<50 4 OK OK 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 Trinilyl ERD 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 3 of 14 6 c..... C-rhannel Istaoled to wood) & Fascia Cap 3/4' x 1/4' CROWN STAPLES USING A OIAMOND PATTERN I 1-3/4' TRW NAIL] F- CHANNEL CAN BE PAINTED S.S. 48' WTHE IWWNNG ITH FLANGE UP OR O.C. DOWN bstrate Tod I OTRINIWIERD Eave Side Wall Side Soffit Fascia Cap F -Channel Max. MOP Max. Fastener spacing Psf) System No. Span inch) Max. spacing SubstrateF(3) S1 inch long x 0.072• 48.0 Y. -Inch crown 8' o.c. Inch diameter x 48' O.C. 64.2 staple min. Y. -inch head OK OK diameter trim nail OK OK OK 3. 12 Wood NO 24" o.c. W OK OK OK OK in a diamond OK OK OK OK OK pattern OK OK 3/4' x 1/4' CROWN STAPLES USING A OIAMOND PATTERN I 1-3/4' TRW NAIL] F- CHANNEL CAN BE PAINTED S.S. 48' WTHE IWWNNG ITH FLANGE UP OR O.C. DOWN bstrate Tod I OTRINIWIERD Eave Side Eave Height (ft) Soffit Fascia Cap Max. Max. MOP Fastener Spacing Fastener spacing Psf) 170 One (1) min. lY.- 190 One (1) min. Y. x inch long x 0.072• 48.0 Y. -Inch crown 8' o.c. Inch diameter x 48' O.C. 64.2 staple min. Y. -inch head OK OK diameter trim nail OK OPEN RAFTER FACIA BOARD FASCIA CAP 7/4' x 1/4" CROWN STAPLE '8' ON CENTER S0FFff_ max. 12 -inch span SUBSTRATE Table A -2a: System No. 3 - Exposure B Eave Height (ft) Zone 110 OK OOKOK30OKOK4OK 130 140 ISO 160 170 180 190 200 OK OK OK OK OK OK OK OK OK OK OKS OK OK OK OK Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 11 SOFFIT STAPLE QIA-M ND PATTERN p AI1 J irr ir i FACIA BOARD 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFTIT — SOFFIT & FASCIA DEIAIL Evaluation Report A33360.02.09 -R2 for FL32194-R2 Revision 2:06/23/2015 Appendix 2. Page 4 of 14 Basic Wind Speed (mph) 120 130 140 ISO 160 170 180 190 200 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO NO OK OK OK OK OK OK OK OK OK OKOK OK OK OK OK OK NO NO OK OK I OK I OK I OK OK OK OK NO OK OK I OK I OK I OK OK NO NO NO Evaluation Report A33360.02.09 -R2 for FL32194-R2 Revision 2:06/23/2015 Appendix 2. Page 4 of 14 I TRINITY I ERD Table A -2b: System No. 3 - Exposure C Eave Height (ft) Pressure Zone Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 150 160 170 1g0 190 0 < h < IS 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO I5<h<20 4 OK OK OK OK OK OK OK OK OK 5 OK OK OK OK OK OK OK NO NO 20 < h < 30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30<h<40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<505 4 OK OK OK OK OK OK OK NO NO 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 I NO Table A -2c: System No. 3 - Exposure D Eave Height (ft) Pressure Zone 110 120 130 Basic Wind Speed (mph) 140 ISO 160 170 0 < h c 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 OKEOK OK OK OK OK NO NO 5 OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2:06/23/2015 Certificate of Authorization 09503 Appendix 2, Page 5 of 14 Prepared by: Robert Nieminen, PE -59166 TRINITYjERD TABLE A-3: 12 -inch Span, )-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side i -Channel to Eave Height (ft) Pressure Zone 110 120 130 140 Basic Wind Speed (mph) 150 160 170 Substrate Soffit to )-Channel 200 Soffit Fascia Cap OK OK Max. OK OK OK OK OK Max. OK Max. NO Max. 4 Max. System Span Sub- Sub- MDP No. in.) strate Fasten Space Fasten Space strate Fastener Space Fastener Space psf) OK OK OK 5 OK OK OK OK OK OK OK OKNO NO One (1) 4 OK OK OK One (1) min. lY.- OK OK OK OK OK NO Three (3) NO min. #8 x One (1) inch long x min. Y. x X- Ys -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 OPEN RAFTER 3/4- x t/4' CROWN STAPLE •24' ON CENTER USING A DIAMOND PATTERN I J-CHMNEL 1-3/4- TRIM NAIL screwed to oottic PAINTED S.S. 48* with one(S) 99 x 1/2- x 3/9- head O.C. diamecer screw. 16• O.C. SOFFTr-max. 12 -inch span WOOD OR BLOCK SUBSTRATE 3M Krvm SOFFIT STAPLE I DIAMOND PATTERN j L DETAILII FACIA BOARD an Krvv+ri srxncs ii FASCIA CAP 3/4- X 1/4- CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE 08- ON CENTER PAINTED S.S. FASCIA CAP 3/4- x 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA QUAIL 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 OK OK OK OK OK OK 5 OK OK OK OK OK OK OK OKNO NO 50<h<60 4 OK OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, I.L.C. d/b/a Trinity) ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 6 of 14 QO- rRINITYIERD Table A -3b: System No. 4 - 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<205 4 OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK NO NO 20<h<30 4 OK OK OK OK OK OK OK OK NO 5 OK OK OK OK OK OK NO NO NO 30 < h < 40 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 40<h<50 4 OK OK OK OK OK OK OK NO NO 5 OK OK OK OK OK NO NO NO NO 50 < h < 60 4 OK OK OK OK OK OK NO NO NO 5 OK OK OK OK OK NO NO I NO NO Table A -3c: System No. 4 - Exposure D Eave Height (ft) Pressure Zone 110 120 Basic Wind Speed (mph) 130 140 150 160 170 0<h<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 I 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<"!5V 4 OK OK OK OK OK OK NO 5 OK OK OK OK NO NO NO 50 < h < 60 4 OK OK OK OK OK NO NO 5 OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a TrinilylERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2: 06/23/2015 Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 7 of 14 QOTRINITYIERD TABLE B-1: 16 -inch Span, F -Channel (nailed to wood) & Fascia Cap 110 Wall Side Eave Side Eave Height (ft) 4 5 4 OK OK OK F -Channel OK NO OK Soffit Fascia Cap 5 4 OK OK Max. NO NO Max. 5 4 5 Max. NO OK NO NO NO NO MDP System No. Span inch) Substrate Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing Psf) One (1) min. 1Y. - One (1) min. inch long x 0.072- 3/8 -inch head 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. 1.25 -inch staple head diameter embedment trim nail t11n. 3/3" heat J16. nail v:ti -Ir.. orgs9emonti_or araal :uaatrete) or am. 0 097- da. T -nett or stub n3ll w.th m:n. 5/9" ergogement(for concrete or block substrnre), sr,eced a• iwtad above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL uvod. Con.._ Yz of Block W FASCIA LIP 1/4" STAPLE SOFFIT TO ASCIA BOARD #T50 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 Table B -1a: System No. 5 Exposure B Pressure Zone 110 Basic Wind Speed (mph) 120 130EaveHeight (ft) 4 5 4 OK OK OK OK OK OK OK NO OK 0 < h < 30 30 < h < 40 5 4 OK OK NO OK NO NO 40 < h < 50 5 4 5 OK OK OK NO OK NO NO NO NO50<h<60 Evaluation Report A13360.02.09 -R2 for F1.12194-112 Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Revision 2:06/23/2015 Certificate of Authorization 119503 Appendix 2, Page 8 of 14 Prepared by: Robert Nieminen, PE -59166 QOTRINITYIERD TABLE B-2: 16 -inch Span, F -Channel (nailed to concrete or block) & Fascia Cap Wall Side Eave Side F -Channel Soffit Fascia Cap System Max. Span MDP sfD ) Max. Fastener Max. spacing Fastener Max. spacing No. inch) Substrate Fastener Spacing Substrate One (1) min. One (1) min. 1Y- long x 0.072- Concrete 0.097-inchinch diameter T•nall Wood One - min. wx3/8 -inch crown 16" o.c. inch diameter x 36" o.c. t33.3 6. 16 or CMU or stub -nail, 24" o.c. min. ch block min. 5/8 -inch staple erheadddiamiametter embedment trim nail Min. 3/8" head dia. nail with min. 1',k" engagement(for wood aub3trate) or min. 0.097" dia. T -nail or stub nail with min. 5/8" angagoment(for concrete or block substrata), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. I—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 Revision 2: 06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 9 of 14 Prepared by: Robert Nieminen, PE -59166 i PTRINITYIERD 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 0 < h < 30 4 OK OK OK OK OK 5 OK OK OK OK NO 30 < h < 40 4 OK OK OK OK NO 5 OK OK OK NO NO 40<h<50 4 OK OK OK OK NO 5 OK OK NO NO NO 50 < h < 60 4 OK OK OK OK NO 5 OK OK NO NO NO Table B -2b: System No. 6 - Exposure C Eave Height (ft) Pressure Zone 110 Basic Wind Speed (mph) 120 130 140 0 < h < 15 4 OK OK OK OK 5 OK OK NO NO 15 < h < 20 4 OK OK OK NO 5 OK OK NO NO 20 < h < 30 4 OK OK OK NO 5 OK NO NO NO 30 < h < 40 4 OK OK NO NO 5 OK NO NO NO 40 < n! 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 1ZO 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 I ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2:06/23/2025 Certificate of Authorization #9503 Appendix 2, Page 10 of 14 Prepared by: Robert Nieminen, PE -59166 QTRINITYI ERD TABLE B-3: 16 -inch Span, F -Channel (stapled to wood) & Fascia Cap Wall Side Eave Side Eave Height (ft) QFFIT STAPLE 1/4' F -Channel 0°E"' ERI Soffit Fascia Cap 0 < h < 30 4 Max. PATTERN OK OK MDP i 5 OK OK OK OK NO NO Max. 4 Max. System No. Span inch) Substrate Fastener Max. Spacing Substrate Fastener Spacing Fastener Spacing psi) NAUNG FLANGE UP OR NO 5 OK OK OK NO NO CROWN STAPLE DOWrt SOFFIT- max • 16 -1 nch spmn OK OD swu°BSTRATE One (1) min. IY.- NO SOFFIT SOFFIT & FASCIA 5 OK OK OK NO NO NO Three (3) min. Y. x %-inch One (1) min. Y. x inch long x 0.072- 27.0 16 Wood crown staples 24' o.c. Wood Y. -inch crown 8" o.c. inch diameter x 48' O.C. 36.1 7. in a diamond staple min. Y. -inch head diameter trim nail pattern Table 8-3a: System No. 7 - Exposure B Eave Height (ft) QFFIT STAPLE 1/4' 120 0°E"' ERI DIAMOND PATTERN D AI3/4' X CROWN STAPLES USING A DIAMOND 0 < h < 30 4 j 4.— rrr PATTERN OK OK FACIA BOARD i 5 OK OK OK OK NO NO FASCIA CAP 4 OK OK 3/4' X 1/4* CROWN STAPLE '8' ON CENTER 1-3/4' TRW NAIL FACIA BOARD PAINTED S.S. F' CHANNEL CAN BE 1-3/4" TRIM NAIL PAINTED S.S. 48' NO FASCIA CAP INSTALLED WITH THE O.C. OK 3/4' X 1/4' NAUNG FLANGE UP OR NO 5 OK OK OK NO NO CROWN STAPLE DOWrt SOFFIT- max • 16 -1 nch spmn OK OD swu°BSTRATE OK OK NO SOFFIT SOFFIT & FASCIA 5 OK OK OK NO NO NO DETAIL Table 8-3a: System No. 7 - Exposure B Eave Height (ft) Pressure Zone 310 120 Basic Wind Speed (mph) 130 140 1SO 160 0 < h < 30 4 OK OK OK OK OK OK 5 OK OK OK OK NO NO 30<h<40 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 40 < h < 50 4 OK OK OK OK OK NO 5 OK OK OK NO NO NO 50<h<60 q OK OK OK OK NO NO 5 OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 11 of 14 Prepared by: Robert Nieminen, PE -59166 VTRINITY'ERD Table 6-3b: System No. 7 - 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 OK NO 15 < h < 20 4 OK OK OK OK 5 OK OK NO NO 20 < h < 30 4 OK OK OK 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•R2 Certificate of Authorization #9503 Revision 2:06/23/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 2, Page 12 of 14 TABLE B-4: 16 -inch Span, J -Channel (stapled to wood) & Fascia Cap Soffit Fascia Cap Wall Side KWUP` DIAMOND PATTERN TAIL FACIA BOARD '1 Max. J -Channel Max. Spacing Ipsf) System No. Span inch) Max. SubstrateFMSpacing Substrate x1/4WN One (1) min. X x STAPLE inch long x 0.072-+23.5 4 Y -inch crown 8" o.c. Inch diameter x 48_ o.c. 31.4 staple8. 16 wood OK 24' o.c. Wood diameter trim nail 4 in a diamond OK OK OK NO pattern S OK OPEN RAFTER 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN 1T1 WNEL 1-3/4' TRIM NAILJ PAINTED S.S. 4a' O.C. SOFFIT—max. 16 -inch span WOOD OR BLOCK SUBSTRATE TRINITY i ERS Eave Side MDP Soffit Fascia Cap 1 ED KWUP` DIAMOND PATTERN TAIL FACIA BOARD '1 Max. Fastener Fastener Spacing Ipsf) Eave Height (ft) One (1) min. lY.- 310 x1/4WN One (1) min. X x STAPLE inch long x 0.072-+23.5 4 Y -inch crown 8" o.c. Inch diameter x 48_ o.c. 31.4 staple 0<h<30 min. Y. -inch head OK OK OK NO diameter trim nail 4 SOFTTT J SOFFIT & FASCIA QEIAI Table B -4a: System No. 8 Exposure B SOFFIT STAPLE 1 ED KWUP` DIAMOND PATTERN TAIL FACIA BOARD '1 Mai FASCIA CAP 3/4' % 1/4' CROWNJNNLI CIA BOARD 1PFASCIASTAPLE "8" ON CENTER Eave Height (ft) CAP 310 x1/4WN 130 STAPLE SOFTTT J SOFFIT & FASCIA QEIAI Table B -4a: System No. 8 Exposure B Speed (mph) Basic Wind Eave Height (ft) Pressure Zone 310 1ZO 130 140 ISO 4 OK OK OK OK OK 0<h<30 5 OK OK OK NO NO 4 OK OK OK OK NO 30<h<40 S OK OK OK NO NO 4 OK OK OK OK NO 40<h<50 5 OK NO NO NO 4EENOEE#EE NO NO 50<h<60 5 OK NO NO Exterior Research and Design, I.I.C. d/b/a TrinilylERD Certificate of Authorization 49503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report A13360.02.09 -R2 for FL12194-R2 Revision 2:06/23/2025 Appendix 2, Page 13 of 14 TTRINITYIERD Table B•4c: System No. 8 Eave Height (ft) O<h<15 15<h<20 20<h<30 30<h<40 40<h<50 50<h<60 Evaluation Report A33360.02.09 -R2 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 Exposure D Basic Wind Speed (mph) Pressure Zone 110 120 4 OK OK 5 OK NO q OK OK 5 NO NO q OK NO 5 NO NO q OK NO 5 NO NO q OK NO 5 NO NO q OK NO 5 NO NO Evaluation Report A33360.02.09 -R2 for FL12194-R2 Exterior Research and Design, I.I.C. d/b/a Trinity ( ERD Revision 2:06/23/2015 Certificate of Authorization #9503 Appendix 2, Page 14 of 14 Prepared by: Robert Nieminen, PE -59166 2/15/2017 Florida Building Code Online u Business & Professional Regulation BC1S Home ' Log In User Registration Not TOPICS i Submit Surcharge Stats 8 Facts publications FOC Start BCIS Site Map Links Search Florida Product Approval USER: public user o.•M *arra Product Approval Menu > Prod:r, or Aockauon S!arch > Application List > Application Detail FL # FL10124-R19 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Asphalt Shingles Parisppany, NJ 07054 Compliance Method 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Nieminen Evaluation Report - Hardcopy Received lindareith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 Florida License 973) 872-4421 bmcsorley@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10124 R19 COI 2016 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D3161 2009 ASTM 03462 2009 ASTM D7158 2008 TAS 107 1995 Equivalence of Product Standards Certified By hapsl/www.garidabuilding.orglpr/pr appdU.aspx?param=wGEVXOwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawlpb5sSbzrBQ%3da/o3d 1/2 2/1542017 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved bummary or vrooucis Florida Building Code Online Method 1 Option D 08/26/2016 08/26/2016 08/30/2016 10/13/2016 FL # Model, Number or Name Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3 -tab, laminated, 5 -tab and hip/ridge asphalt shingles Limits of Use 'Installation Instructions Approved for use In HVHZ: No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shingles FL10124-R19.Ddf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt Shingles FL10124-R19.Ddf Created by Independent Third Party: Yes Sark I.!71 Contact els :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850.487.1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Contact 850.487.1395. *Pursuant to Section 4SS.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 r 4SS, F.S., please dick b=. Product Approval Accepts: pg• Credit Card Safe i i https:/www.noridabtilding.orglprfpr appdO.aspx?param=wGEVXQMDgtuacBeVCbdMQNZD67esy3BpT6YGGOoRawtpb5sSbzrBOa/*3da/*3d 2/2 TRINITY' ERD1 EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization //9S03 353 CHRISTIAN STREET, UNIT #23 OXFORD, CT 06478 PHONE: 1203) 262.9245 FAX: 1203 262.9243 Evaluation Report 01506.01.08-1117 FL10124-R15 Date of Issuance: 01/03/2008 Revision 17: 03/31/2015 SCOPE: This Evaluation Report is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the S`" 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. TrinitylERD 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 rrnpd3`ttrt1 2 •ajtte-)7 'IW a ICU l .The dcs mBe wloppeediFwet eNMrhed by iobeR Nlendnen, t . •ry3rvr.' F.E. on W/32/MS. This do" not Serve a an eleftladuM 814"d is docvmeM. SlFnea tooled baedtootn have been tre,nmated to the hetim ApproealadmirdA tior and to the "mei 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. S. This Is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 4 TRINITY I ERS 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, 8905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995 3. REFERENCES: En[Ity GAF (PDM 1915) PRI (TST 5878) PRI (TST 5878) PRI (TST $878) 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 (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) ULITST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL(TST 2740) 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 2740) UL (TST 1740) UL (TST 1740) UL (TST 1740) UL (TST 1740) Exterior Research and Design,LlC. Cerd/kote o/Authorliotlon 09S03 Examination Letter of Equivalency ASTM 03462 ASTM 03462 Wind Driven Rain ASTM 03462 ASTM D3462 TAS 107 ASTM 03462 ASTM D3161, TAS 107 ASTM D3162 ASTM D3462 ASTM 03161, TAS 107 ASTM D3161, TAS 107 ASTM 03161 ASTM 03462 ASTM 03462 ASTM 03161 ASTM D3161 ASTM 03462 ASTM D3162 ASTM D3462 ASTM 03161 ASTM D3161, D3462 ASTM 03161, D3462 ASTM D3161, D3462 ASTM D3462 ASTM D3161, D3462 ASTM D3161 ASTM 03161 ASTM 03161 ASTM D3161, D3462 ASTM D3161, D71S8, D3462 ASTM 03161, 03462 ASTM 03161,D3462 ASTM D3161, D3462 ASTM 03161. D7158, D3462 ASTM D3161, D7158, 03462 ASTM 03161, D7358, 03462 ASTM 03161, D7358, D3462 ASTM D3462 ASTM D3462 ASTM D3161, 07158, D3462 ASTM D3161, D7158, D3462 ASTM D3161,07158, D3462 Reference Seal•A-Ridge Impact Resistant IR GAF•059-02-01 GAF•080-02-01 GAF -007-02-01 93NK6295 99NK43835 94NK9632 OINK06632 OINK9226 02NK37122 OINK37122 02NK12980 02NK30PI 03CAS367 03NK26444 04NK13850 04NK13M 04NK30546 04NK22009 04NK22OC9 OSNK27924 OSNK27924 06CA18077 06CA18074 06CA35251 06CA31603 06CA41095 07NKDS228 06CA31611 06CA61148 07CA31742 ORCAC6100 07CASS908 09CA10592 09CA06856 09NK06647 09CA27281 10CA35S54 JOCA13686 JOCA07264 JOCA11953 IONK11951 IONK12070 Date 01/13/2012 09/02/2004 05/25/2005 01/21/2013 11/29/1993 01/12/2000 03/29/2000 02/02/2007 OS/21/2001 12/18/2001 12/19/2001 04/10/2002 09/09/2002 03/]1/2003 10/17/2003 C6/07/2004 06/23/2004 03/10/2005 05/06/2005 05/09/2005 02/10/2006 02/11/2006 06/05/2006 C6/16/2006 10/18/2006 12/01/2006 12/27/2006 03/13/2007 04/04/2007 04/09/2007 11/08/2007 03/13/20D8 04/01/2008 03/26/2009 OS/15/2C09 O8/O1/2C09 08/27/2G09 03/05/2010 05/15/2010 05/27/2010 to/29/20:0 10/30/2010 11/04/20:0 01/30/2010 Evaluation Report 01506.01.08.1137 FL10124-RIS Revision 17: 03/31/2015 Page 2 of 5 TRINITY I ERD I Entity Examinatton Reference Date UL(TST 1740) ASTM D3161, D71S8, D3462 ICCAS3934 03/31/2017 UL(TST 1740) ASTM D3161,D7158,034162 IICA48924 10/22/2011 UL (TST 1740) ASTM 03161, D7158,03462 11CA47919 12/03/2011 UL(TST 1740) ASTM 03161,D7158,03462 IICA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 IICA48725 12/09/2011 UL LLC.ITST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7158, 03a62 12CASS151 02/15/2013 Ut,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 I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 11/21/2014 VL, I.I.C. (QUA %2S) Quality Control Inspection Report, R21, Myors:own, PA 02/C6/2015 UL I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, Al 02/20/2015 UL I.I.C. (QUA 96 25) Quality Control Inspection Report, R21, Michigan Cty, IN 02/19/2015 UL I.I.C. (QUA 9525) Quality Control Inspection Report, R21, Shafter, CA 01/05/2015 UL I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/23/2015 UL LLC. (QUA 9525) Quality Control Inspection Report, R21, Minneapolis, MN 02/16/2015 UL, I.I.C. (QUA %2S) Quality Control inspection Report, R21, Nt. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 02/11/2015 UL I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 03/05/2015 UL LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/25/2015 UL LLC. (QUA %L•) Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, I.I.C. (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 Sovereigns and Sentinel° are a fiberglass reinforced 3 -tab asphalt roof shingles. 4.1.2 Camelot°, Camelot° II, Country Mansion* II, Grand Canyona', Grand Sequoia', Grand Sequoia* IR, Monaco°, Sienna', Timberline American Harvest-", Timberline° ArmorShield'" II, Timberline* Natural Shadow*, Timberline HD°, Timberline* Cool Series, Ttmberrine 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•Starte Starter Strip Shingles and Weather 8 locker'" Premium Eave/Rake Starter Strip are starter strips for asphalt roof shingles. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R9O5.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, Indicating the shingles are acceptable for us in all wind zones up to V.,, = 150 mph (V;r -194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified In accordance with F8C Tables 1307.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us In all wind zones up to Vii° = 150 mph V„ t - 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. Exterior Research and Design, I.I.C. Evaluation Report 01506.03.08.1117 Certificate o/Authorization 09503 FL10324-R15 Revision 17:03/31/2015 Page 3 of 5 TRINITY;ERD 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 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 FBC Sections 1507-2.3, 1507.2.4 or R905.2.3. 6.2 Starter Shingles: 6.2.1 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with FOC Sections 1507.2 or R905.2, with the following exceptions: Camelot, Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. Slateline requires minimum six (6) nails per shingle. 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or 8905.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal•A-Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturers 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". Its- Sealant t• (292 nun) 1' Sd.7TIG 25 mm) (25 mm) Enduit (r. Mfieite e TJ&i ••w lei r Nail 5/8 Ctauo 680 ••1'171 mm) Clouor 12' jms mm) Exterior Research and Design, I.I.C. Certificate of Aathorhation #9503 mm) Evaluation Report 01506.01.08•R37 FL10124-RIS Revision 17: 03/31/201S Page 4 of S JTRIN1- YiERD 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 NPI Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. its. svalam 17--r252 25 min} i= 11 1-m Erduitd'dttecl+eeo NnR C:+tl 17 C1UuCr rr705. a mrif tr fti75,n t 6.4.3 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FOC 1507.2.6 or 8905.2.5. 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 FOC Table 1507.2.7.1 / R905.2.6. I. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 9. MANUFACTURING PLANTS: Contact the named QA entity for Information or. which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITy ASSURANCE ENTITY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1177 Certilkate oJAuthorizadon #9503 FL10124-1115 Revision 17: 03/31/2015 Page 5 of S e I 2/15/2017 Florida Building Code Online RD* MA 061PAP"MNT OF U Business&Professional1 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts Publications FBC Staff SCIS Site Map Links Search Florida d%r ra Product Approval USER: Public user nroCur.Aooroval Meru > P,ndact or Aoohcaonn Sia. > Aoolirat:on L s- > Application Detail FL tf FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R2 COI 2015 01 COI Niemincn.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 https://www.Ooridabuilding.orglpr/pr_appdll.aspx?param=wGEVXQwlDgv3yWK)Z1QRAdhyl2u8kOGQyljaHhVeiOpVSvxwSdCoQ%3cf ll2 r 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 as I Model, Number or Name Description J 115216.1 RhinoRoof Underlayments Synthetic roof underlayments l Limits of Use Installation Instructions iApprovedforuseinHVHZ: No FL15216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL15215- Approved for use outside HVHZ: Yes R2.odf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes i Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf I Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 phone: 850-487-1624 The State of Florida is on WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead. contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275( 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455. F.S., please click here . Product Approval Accepts: riiiirm pa it ao Credit Card Safe httpsJ/www.0oridaWIdirg.orglprlpr appdtl.aspx?param=wGEVXOwtDgv3yWKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 2/2 TRINITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Canada Revision 2:04/27/201S 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 S1h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither 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. v 10J` .^..'•.'. The Facsimile seal appearing was aulhorited by Italian Nieminen, P.E.on00/27/2015. This toes not some as antlectanlolNsitned document. S,yned, naiad hardCOples have been tnansmlttad to the Product Approval Adminbltalot and t0 the named chem CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial Interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: TABLE 1: ROOF COVER OPTIONS Underlayment Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating NO Yes 1507 2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability. Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: infint Examination Reference Date ITS (7571509) Physical Properties 10OS39395COQ•006 10/27/2011 ITS (TST1509) Physical Properties 100539395COO.OD2 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ•006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in requirements for ASTM D226, Type prepared roof covering to be installed. Exterior Research and Design, I.I.C. Cerri/icote o/Authorization #9503 compliance with manufacturers published installation instructions and the I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of Evaluation Report 140510.02.12-R2 FLIS216-R2 Revision 2: 04/27/2015 Page 2 of 3 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 YeS NO NO Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in requirements for ASTM D226, Type prepared roof covering to be installed. Exterior Research and Design, I.I.C. Cerri/icote o/Authorization #9503 compliance with manufacturers published installation instructions and the I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of Evaluation Report 140510.02.12-R2 FLIS216-R2 Revision 2: 04/27/2015 Page 2 of 3 v 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 QA entity for information on plants covered under Rule 61G20-3 OA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, I.I.C. Certificate of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 140510.02.12•R2 FLIS226-RZ Revision 2: 04/27/2015 Page 3 of 3 T t 2/15/2017 Florida Building Code Online PLM" clit"11171i'mW OF I T Business .Professional Regulation, 8CIS Home Log In User Registration Hot Topics submit Surcharge Stats 6 Facts Publications FBC Staff sols site map Links Search J '"` Product Approval v' 1{G.' USER: Public Userd.00r ProdilC. nooirnnl Mena > P,ndum. or noels>Unr Search > M1aullcaUnn L,st > Application Detail FL R FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature lames Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE -31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Vrich, PE v Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568 R1 COI CertOflndeD.Ddf 1709.2 Mlps:l/www.11oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXCIwIDgvgqu2w%2bnFgUFil4vGKu5UrT5vMEPbSidbgiEG9GRM%2kw%3d%3d 1/2 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 FL At , Model, Number or Name Description 16568.1 "MMI -2" Off Ridge Vent Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/ -75 Other: Refer to evaluation report for conditions and t limitations of use. Refer to manufacturer's installation Instructions as a supplemental guide. 16568.2 ; MMI -2B Off Ridge Vent I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL16568 R1 11 01 MMI -2 OffltidoeVent-ASTME330- Steel EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 01 MMI -2 OffRidoeVent-ASTME330- Steel EVALREPORT.odf Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL16568 R1 11 02 MMI -213 OffRidoeVent-TAS 100 EVALREPORT.Ddf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 02 MMI -2B OffRidgeVent-TAS 100 EVALREPORT.Ddf Created by Independent Third Party: Yes 1,.CE] Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone. 850.487.1824 The State of Florida is on AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Flonds law, email addresses are public records. If you do not :vent your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emacs provided may be used for official communication with the licensee. However email addresses are public record. If you d0 not wlsh 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 hhSEt. Product Approval Accepts: ICERba=j' Credit Card Safe httpsJMrww.11oridabuilding.orglprfpr app bill.aspz?param=wGEVXQwtDgvgqu2w%2bnFgUFtl4vGKu5UrT5vMEPb81dbciEG9GRM%2fuwa/o3da/o3d ?l2 CBUCK Engineering SpcNclalty Structural Englnpelring CBUCK, Inc. Certi/icote of Authoritotion #8064 Evaluation Report MMI -2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI -2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER_14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 S".. U..-4.1 N. G..V—W~A 111111,////' S 1. SUC/r .. No 31242 UJ z STATE OF S/O N A1- . 1111111++``` O.puN S.rnod W. lama. 1. &.J -C, n t CBUCK, Inc. 2015.03.02 10:57:51 -05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 RI Date: 2/26/15 Ing Report No.: 250104 -MM2 StORV-ER_14CBUCKEngineer SpPClalty Structural Engin-mprInq Manufacturer: Millennium Metals, Inc. Product Name: "MMI -2" Off Ridge Vent Product Category: Roofing CBUCK, Inc. Certificate of Authorization #8064 Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI -2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with o margin of safety of2to1. CBUCK Engineering FL ft: FL 16568.1 R1 Date: 2/26/15 Report No.: 15-104•MM2-StORV-ER_14 Page 3 of 7 Speclalty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scone of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for analication outside "limitations and Conditions of Use" Rule 61G20 -3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization q: QUA 1824). CBUCK Engineering FL 1t: FL 16568.1 RI Date: 2/26/15 Report No.: 15-104•MM2-StOMER_14 Page 4 of 7 Sppclalty Structural EnglnEaE=rinq CBUCK, Inc. Certificote of Authorizotion #8064 Components/Materials Ridge Vent: MMI -2" Off Ridge Vent by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2', 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size: #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2/26/15 CBUCK Engineering Page Report No.: S5of MM2-StORV-ER_14 SpPc1cg1N Structural EngInespring CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI -2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) CBUCK Engineering FL ft: FL 16568.1 Rl Date: 2/26/15 Report No.: 15-104-MM2-StORV-ER_14 Page 6 of 7 Speaclalty Structural Englneaprinq CBUCK Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. I 1 5-1/2" Profile Drawings 18-1/4" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI -2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 571 Higher Slope Back) FL #: FL 16568.1 R1 Date: 2/26/15 CBUCKEngineering Page rt No.: 150104-MM2-StORV-ER_14 SpcKclal 'tj Structural Englnevrinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI -2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. Nominal Lengths 4 Ft. 6 R. 8 FL 10 Ft. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) arae v 24" • q Base Flange Typical Ridge Vent Assembly Isometric View (Not To Scole) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws If . qt 2/15/2017 Florida Building Code Online mfi Business & Professional RegulationP11 M11 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts publications Fac Staff SCIS Sue Map Links Search b a 4 Y Product Approval IUSER: public user P-odvG aomvdl lien > 'r dux. or Aouhratinn Ser,, > %pohro, on i i;t > Application Detail FL # FL2197-R5 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence MiTek Industries, Inc. 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 6 301 7-5746 314) 851-7480 Ext 7480 dwert@mii.com David Wert david.c.wert@mii.com David Wert 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii,com David Wert 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mil.com Structural Components Truss Plates Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC Quality Auditing -Institute Ltd. 12/31/2017 ICC Evaluation Service, LLC, FL2197 R5 COI Certificate of Indeoendence for Evaluation, odf Referenced Standard and Year (of Standard) Standard ANSI/TPI 1 Equivalence of Product Standards Certified By Year 2007 Sections from the Code hllps://www.Ooridabuilding.orglpr/pr_appdd.aspx?param=wGEVXCtwtDgvrTEx%2bbkfH%2bN%2b%2biPE5kg9cYXWMe624rEo°3d 1!3 2/1512017 Florida Building Code Online Product Approval Method Method 1 Option C Date Submitted 06/11/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL aft Model, Number or Name Description 2197.1 M18SHS 18 ga. super high strength truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC -ES ESR -1988 Supplemental for the Florida Building Code Installation Instructions FL2197 R5 II InstallationESR-1988 Aoril20t1.Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 RS AE ESR-1988.odf 2197.2 MIT 16 i 16 ga. truss connector plate Limits of Use i Installation Instructions Approved for use in HVHZ: Yes I FL2197 RS 11 Instal lationESR-1311 Nov2011.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A ;Evaluation Reports Other: Can use HVHZ per ICC -ES ESR -1311 SupplementalI FL2197 RS AE ESR-1311.Ddf for the Florida Building Code 2197.3 MT18HS i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per [CC -ES ESR -1988 Supplemental for the Florida Building Code 18 ga. high strength truss connector plate Installation Instructions FL2197 RS II Install ationESR-1988 ADr112011 Ddf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 RS AE ESR-1988.odf 2197.4 MT20 i 20 ga. truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC -ES ESR -1988 Supplemental for the Florida Building Code 2197.5 MT20HS Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC -ES ESR -1311 Supplemental for the Florida Building Code. i Installation Instructions FL2197 RS 1l InstallationESR-1988 ADril2011.odf Verified By: ICC Evaluation Service, LLC I Created by Independent Third Party: 1 Evaluation Reports i FL2197 RS AE ESR-1988.Ddf I 20 ga. high strength truss connector plate Installation Instructions I FL2197 R5 11 InstallationESR-1311 Nov2011.odf Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 R5 AE ESR-1311.Ddf Contact us :: 2601 81a— Stone Road, Tallahassee Fl. 32399 Phone: SSO-407.1824 The State of Florida is an ANEW employer. Copyright 2007.2013 State of Florida.: • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your it -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), Flonda 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 emals provided may be used for official communrW[lon with the licensee. However email addresses are public record If you 00 not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine it you are a licensee unser Chapter 455, F.S., please click here . Product Approval Accepts: Kse hltpslMrww.Boridalwilding.org/pr/pr_appdtl.aspx?param=wGEVXCIwtDgvrTEx°Ao2bbkiH%2bN%2b%2lMPE5kg9cYXWMe624rEo%3d 213 2/15!2017 Florida Building Code Online Credit Card Safe https.//www.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgvrTEx%2bddH%2bN%2b%2biPE5kg9cYXWMe624rEo%3d Y3 Excerpt from ICC -ES ESR -1988, Revised April 2011 INSTALLATION All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that use partial embedment followed by full -embedment rollers, or combinations of partial embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Chapter 3 in ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction. fv • 2/15/2017 Florida Building Code Online IlE ' r Business & Professional t ra= SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications F8C Staff SCIS Site Map Links search a Product Approval ,Nr USER: public User Product Approval Menu > ^mdscr. or Aoohration S arrh > A2ohc3tUon List > Application Detail FL C FL1644-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Boise Engineered Wood Products PO Box 2400 White City, OR 97503 541) 826-0200 Ext 278 roberttaylor@bc.com Robert Taylor roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@bc.com Robert Taylor PO Box 2400 White City, OR 97053 541) 826-0200 roberttaylor@bc.com Structural Components Engineered Lumber Evaluation Report from a Product Evaluation Entity CC Evaluation Service, LLC APA - The Engineered Wood Association 01/01/2035 APA - The Engineered Wood Association FL1644 R4 COI Certificate of independence.odf Standard ASTM D 5456 Year 2009 https:/lwww.noridaWiding.org/prlpr app dll.aspx?param=wGEVXQwIDgvXaHHDwAAyby9elFbcyUOC%2fERNVSeXIEM%3d 1/2 fd 1111, 2/15/2017 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option C 05/06/2015 OS/27/2015 06/02/2015 Summary. of Products FL # Model, Number or Name . Description 1644.1 Versa -Lam Laminated Veneer Lumber Limits of Use Installation Instructions Approved for use in HVHZ: No FL1644 R4 II east install complete full size.pdf Approved for use outside HVHZ: Yes Verified By: W Gary Dunn 77277 Impact Resistant: N/A Created by Independent Third Party: No I Design Pressure: N/A Evaluation Reports Other: Floor, Roof, and Wall Framing 1 FL1644 R4 AE ESR-1040.odf Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall 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. 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 if they have one. The ema0s 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 Approva l Accepts: W_ —N Credit Card Safe httpsJ/www.floridabuilding.org/prlpr app 00.aspx?param=wGEVXOwtDgvXaHHDwAAybyWFbcyUOC%2IERNVSeXIEM%3d 2/2 11 Ptoerr crio4t.— ROM F, To VERlA•LAM• B.m B I V+ • - l ttAlew+bl + B cn tom- :.-R..BMi.lal F7o.r S +n i'-. =1^.tii_ _a' -`Y / :._ / _ `" Y/ / MI1tµI MImG) COMef:01 Noll- m9ku"."..OtIYa I M AM# wwts lwtwwtnwwY bt.t4n• -, - lliE FOLLO'MNG USES ARE NOt ALLOWED 77 NTP I I Allo hit H.I. In VEREAIAM' B.m y LIMI.. 6uataM... Clwbty M. Petto[mane. II Dow tnv ar..nrb&BCl• ACL VERSALAW. n.A1L1015T•.ma oly aa+ II w ysYWlaR b.M rn OeblbnlnAnnl.f4 wlMrdO, nObrwtl uuA , Nyatt. wcrr+w1i+b b+r be wYmd lq rO.+bJ Ih al Mf I Wr b.elwnwOt V tme. .. Ilea .e ve mrwbw Ivi mt'..e. , w. x.nrb.. r.rr.w...r.r :twt....-..o.r waa:ls..l w. a "I tw.b.0. a1 .rwv.BC..p.[one Ir rw. w. wuw lnar 4a.ar eryr.nr. tww Py b ww.w M Id00•t))4)a a o n c n -r. f)nc • r ucto• nal Eah [ s • Tkbi•t E• Ir•rnoi do pilo miid•ncfail-T-:AM •/l/ /' ,/ / \ ` is ycLrF i• :1 Gn U.-1da eo c.4 rlb+leolla'- s.i-'4' I Boise Cascade avowatoo ftoeHOdd$ Calk.. 1 enis mento gammlxsoo pus loan ka vlaa e.rr.eewwo ec'A"%,Fm[1+u'/ALtMSrounw wwaaaw4..mq.nW..«•eIaYMOa•JIIOa•Ia Ylrl•are•a, sw.swa.... «.n.•n.e.ar.l..as n• I.4..r«I..sr.,• .rul rr, r,bte ..est•. Pagel. de ultot-1 •n •1--scl.p Co.. w. trr.r • ,. wse.rr «...w... r.. « •..•,.... uw.n... su..r /•aOWat•01[a [,o,ww •Ins.. A I _ _ bCl Jue:'s_ChLIL:a duon,sJ,aJ,r 1 .u BCI•:c•ta-Dala]ns,le u,ru,o,.. ,In ilsM i - =-ri _ 1:: 1',- . Em r.. .w.....-.. •IIEIH,Ea N.a•]nl+falE WII MaI[pp • ® L\, l.rr _D.I.a«•n.w•rw Igt S MJ Of iM Ea OE •.u•oua. o[t(C„M O?•OIMN•4fIHt[D OE MY.Ou,I.OE•I1 _ T. Los sJo. !q uSa51q_ sEFEras0lEr, '_`__.:.- _ I. _ -.. ..' a. a. r •• •_.. -.._ _... a _•-'..;.. :: _ - - .• C ..Z; : -^_ j:-: `:."_• . .. _ _. tits. j _ ;'; Y• __ _ •__ bCl Jue:'s_ChLIL:a duon,sJ,aJ,r 1 .u BCI•:c•ta-Dala]ns,le u,ru,o,.. ,In ilsM i - =-ri _ 1:: 1',- . Em r.. .w.....-.. •IIEIH,Ea N.a•]nl+falE WII MaI[pp • ® L\, l.rr _D.I.a«•n.w•rw Igt S MJ Of iM Ea OE •.u•oua. o[t(C„M O?•OIMN•4fIHt[D OE MY.Ou,I.OE•I1 _ T. Los sJo. !q uSa51q_ sEFEras0lEr, '_`__.:.- _ I. _ -.. ..' a. a. r •• •_.. -.._ _... a _•-'..;.. :: _ - - .• C ..Z; : -^_ j:-: `:."_• . .. _ _. tits. j _ ;'; Y• __ _ •__ r I 2/15/2017 Florida Building Code Online r 11- Business & Professional Regulation rc r a SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats b Facts Publications FOC Staff SCIS Site Map Links Search d, bpr a Product Approval40USER: Public User v Product Approval Meru > Pindart or eopbcaroon S?nrh > MoUnuon L,",t > Application Detail a I., FL rt FL158-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer CAST -CRETE USA, Inc. Address/Phone/Email PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Parrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year ACI 318 2011 ACI 530 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/29/2016 https:/Avww.11oridabuilding.orgfpr/pr app dll.aspx?param=wGEVXQwtDquegla/o2bT71a/*2rFl92gnRzHNuIcaj5pgWcU6ge%o3d 1/2 2/15/2017 Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 05/06/2016 05/06/2016 FL # Model, Number or Name Description 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL158 R9 C CAC NOA 14.0903.03.Ddf Approved for use outside HVHZ: Yes FL158 R8 C CAC NOA 16.0126.03.Ddf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL158 R8 II NOA 14.0903.03.odf FL158 R8 11 NOA 16-0126.03.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 phone: 850.487. Led The State of Florida is an AA/EEO employer. Coovrloht 2007-2013 State of Florida.:: Privacy Statement :: AccessiMlity Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. It you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dock b=. Product Approval Accepts: on L0.01E Credit Card Safe httpsltwww.11oridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquegl%2bT71%21F192grtRzHNulcgj5pgLXkLl6gak3d 22 CA:T•4CRETe HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS f'. LMKCAS7_8/_C-LESUc DOOR U-UN1EL 6• rRreaat O.rLOIIEI IlLMS1111SUAl UAINIEL TYPE "A_STIOUPS r 7/32'0 HAIR "+ STIRRUPS 6 1 /e" - 8•' LIN, LS STIRRUP DETA14$ fG.4 Rf.S. 8•" 7/32.0 13AR STIRRUPS Typ er¢' 6 J /4" - tl" LINTELS" STIRRUP DETAILS WIL..L& Lvillft MEICIII V 1 IRC IENCN S/ACllw' ilr 14':0• 2 WI 1 -3 7 1 0M 1'-6 0 3•-0• 65.2 15=.• SOr 7 12 OARt•-37 J2 FAR is -2 94O3•-2• NN/ 635113 7 37 BAN 1 _3 7/!2OAS 17 -2 7 a 1 -3' 7/32 DM 10 -Y aO 1•-6• 6 F44 232 707 DAN 1 -a- 0 Y S O 3'-0 3/.• 10 o- frot 611 J2 DAR 1'-712'-0• #:DAR41- 16-0 0• t DM 1 -3' G• Itl -O' S O 1'-10 1/0 5 O .•-s 1/6• 10 100• 0.21! 666 B" PRECAST WL2" RECESS DOOR U -LINTEL DATA TABLE 9xC` AtAt pCNCIS wttuC WCICMI Ir °YCNctll d .At.11 3•-6• 0.03x 2•-0• 4'-4• 3'-0• 0.016 146 // 13 32 ) 6''--10• AA 4 4• 6 1e''---00•' 3-4 OA37 tit NN/ a-xN/A' J•-1 4 o 4 -4 40 0arW O '/-S,tiYA9 M.— 4 6-10 o- frot a7/ 66 0.066 a-0•0.04) S'6'-0 4 4 219 ' ieLTAiRill 316 T_ 0'4• 060 243aaf 370 4/ RtW 10'-S' R[DAR O'- x'-0 03 REDAR 11•-0• !'-0 ea11•-4' 9.104 400 3 Rt6AN 1 3 ROA 1 - 3T-0 e12 -0• 0.110 '43,2 ! R[O/JI 11-11 In.• u•4.I1 v. Z.+.rnaaY' fO0I/ Y1 •DNA .011 IMI '.' lI,tlR11 IY .<Ia IaN1UNIMIIl1LBLC65LLIlllC1.ffiINfOlI:RLO_CIGLfA8NIG6IlON_MOQLL .• In C111 IIIA' 112021 CNC W S"N"" HLSIBLSSCI LIMILI_11f WE[lRCIIIf CACL1dBItlCALOtL_ MODEL 8" PRECAST U -LINTEL DATA TABIE UN1EL CTS MIO31 -_A I l NEIN 1 CL 1 3•-6• 0.03x 1x6 N Nr6A0 1'-3• 12 eAR )•-2• 1A 0• 0.0)7 144 DCOAll !'-11• TO N/A 4 a• -a• A041 tit 1 i'-5- a-xN/A' J•-1 0.019 I3 RIYAN a'34034O '/-S,tiYA9 M.— fl0060234aN[OM 6'-S• 66 N A 6 0.066 270 1RCOAR 7 -!• 7'-x• 1 % _6 9'-4• 0. 316 14 RCDAR 9'-3• 3 IrCOAR '-0• Y_0 D _ 10_ -o -o• 0.056 370 4/ RtW 10'-S' R[DAR O'- x'-0 03 REDAR 11•-0• !'-0 ea11•-4' 9.104 400 3 Rt6AN 1 3 ROA 1 - 3T-0 e12 -0• 0.110 '43,2 ! R[O/JI 11-11 11'-4• 0.1x2 460 z are AR ti' -1• 3 WAR 03 3- s 14'-O' 0. K 304 s R6Aw 1 f 3 t[DAN 13 -0• 3 -083 0 IINI3 rR0 NICIAR7 wt01WAt10N b PR_IDLD 70R 17lODUCI MMOVAL U D MOICCILO DI CO 710CNt LAMS AND CANN01 DC NLMOOL6x0 OR wSINNNII0 Iffilo /I tilt ram MIEN COWAN? " CASI-ml USA. INC. 1. KWORpar. SICIU 7/J2 6M AStM ASID; 01. 04. S. 1'0111 Old (DIAL NUYaR a SipNW! AND n Nt6AN C6AK CO ASI. A6131 7/10 6ICI1 Koulato 15 C"Ito SIMI010 /00N tAwl aultlt6 270CU W0_X[AMAIlON PLLSIKIS30 two or ME arraRCtic 404: 406 rRANIIt MIAND ASI. A41a. - Na Or SnMU03 a 4. INE" IM f. COItl11t SIKXOINSI r. • DOW ISI roll N• amaC60 um ,TOLL sm,,s S AINAUIS MtsraSYO LDniLS. I'• • 4000 PSIION ALL MAW LAC. IND, MECAM 0 W" URILLS. L 2.5 rOUNIl w Pmvrxontcmt nISNs nR A O011a KISIR[SS fORCt a 0.70 • 10- Cu.7w w CON:RLIC NAI A USED w LSU w MESIMSUD UNIIL IICINIMCM CACL 3tNNr1.0 1 M1 MESINECXD r0 A[SNt INI.N AM NAMWO MIMS. MI L4 J l ENS: rr,InnlEa ul:vlsl:u hr=/ m uw.IJyAIp e6n 1A: 1'L:i41 4s IIYIIJN,3l:J: y} ; nnyNr.r. 7A./E•-: 4 O>'.L L 1 : U.LL•i1LIwN11 kIC y4Jl _: L hxCLJ E Ol : Q•" MW PARPoNO fj6324 CR 579 MtoNI n.:Npr. u,I l .D`u.114 SEFFNEF FL 33584 ONAL EN 1••a FL. P.E. LN;. N0.46756 As1oNOAIt -. nnE CAST -CRETE 811 LINTEL FABRICATION DETAILSIS gg TTO N(E0p .1 8[ . - N Y CHA C 1 1BCI oP]ION 006- U•m,. •. tl lR1 W`LUfor 6Aw: orw61-N Dual D7•. rnw ftl2K tt - Ua la 441 stuE_141Io wuL X11 L owl, "2"C.N,=M.1 wn: oE/wp araro W. ruc nwa rt - rEc lniuxaLruo N. roe rnn 1 or 1 ti a SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U -LINTELS 4 -4 -eve' SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 81JI8 86.811 81`12-oe w16-00 81`120-00 ere+ -6e uta -4e 81`32.0991e-111 01`12-19 11`16-1e 01`20-10 6021-10 808-16 81`32-10 3'-6- (47.-) PRECAST 2231 1069 3119 1163 6601 6061 9502 10951 3069 4605 au 7547 09/4 10394 11609 4'-0- (481 PNECASI1966 339 2361 7751 3720 4690 5961 70.14 No/ M93 460S 6113 7547 8974 10394 11009 4'-6' (54' PRECAST 1599 1969 2110 2931 3753 4576 400 024 2189 4315 6113 7547 0612 10294 I18o9 5'-<' (64') PRECAST 1217 1349 1663 1438 0090 1999 1130 7560 75471 3123 7362 3668 4242 8733 101 5'••IO'(7O7 PHLCASI 1OG2 y 1105 I.se 1238 1173 7621 2[I) 1611 4560 1480 7098 7168 3031 250 bow 3707 3209 3/20 2810 8218 4583 50616'-6" (78') PNLCASI 123b 1011 loll 71!/ 1720 1720 34W 2621 7661 381 ems ' 5858 el60 asoe 56111 1039104 66250 X191 6es 7'-6' (9U7 PRECAST MS 846ip4 2618 64210 3.1029'-4' (112') PRECAST 554 699 1160 X62! 2564 34x6 750 1•NS 1843 2164 3486 47LLSpq 2165 YL 251 10'-6'(126 PRECAST475 As 460 5S 890 1247 2095—U-17 14'-0-(1610 PRFfAST 643 1057 1533 2003 2181 3643 47540 I1'-4'(136 PRECAST 367. sm 945 1366 INS 2423 31» 40011 582 945 1366 1846 2423 3127 4006 IY. -0'(144-) PRECAST3)7 FU4310 395 1+o 540 en 6/3 1754 1254 16!1_ 1604 2193 2193 2605 3562 2b0S 1562 13'-4'(160') PRECAST 14'-0'(168 PRECAST 296 471 1% 1075 1426 1630 2516 le u 271_ 756 Ion 1428 few 2316 2127 7343 263D 279 N.R. N 706 1002_ 1328 1691 442 _706_ 1002 1326 1691 KK a IV MR MR 21'-4'(256 PRESTRESSED 2630 14'-8'(176 PRF.STRr..SSEO 7177__ MR he 456 183 1320 1902 224S 2517 2717 IS' -4-(1841 PRESTRESSED 17'-4'(206 PRESTRESSED NR. IN N.R. 417 Na 710 R 170 nm 2133 NI 2058 nR RR 2720 2513 NR MR AIR a NSI 1849 RR 049 204/ MR 19300 546 950 1376 1609 19'-4'(2327 PRESIRESSEU N.R. MR 715 IR nR_ 400 NR KK 750 NI AIR 1011 rot NR 1762 ITN ISIS 1716 21'-4-(256') PRESIRESSEU N.N. RR KK leo NR 340 NR 598 NR 30 NR 1114 KK 1359 1466 77'-O-('164-) PRESTRESSED N R. RN NR 165 1 315 550 704 1047 12x5 Is9 24'-0'(288') PNESINESSFD NR 1`m 046 MRNR 161 1`a mt 0 129 050 651 604 10921222 SAFE LATERAL LOADS FOR A* PRECAST A PRFSTRFSSFD W INTFIS CAS 4— LENGTH -- TYPE SAFE LOAD PLF 8U8 8F8 RC1r1U S'-6' (42-) PRECAST 1025 1024 1598 4'-0- (48') PRLCASI 765 763 1309 4'-G' (54') PRECAST 5'-4- (64') PRECAST 592 591 1073 411 411 745 5'-10'(70') PRECAST 340 339 616 6'-6' (781 PRECASI 507 424 721 534 490 36.17'-6' (907 PRECAST 9'-4- (1121 PRFCASI 10'-6'(1767IWfA11 326 284 512 401 230 180 1F-4'(1567 PRFCASI 260 452 154 17'-0-(144-) PRECAST 244 402 137 13'• 4'(1601 PRECAST 217 324 110 14'• 0'(1681 PRECAST 205 293 100 14'-8-(1761 PHISIRESSFO N.H. 284 91 15'-4'(1847 PRESTRESSED N.H. 259 R3 17'-4'(708) PRESTRESSED N.R. 19464 nl y 72/ 19'-4'(7327 PRFSIRF.SSEO N.R. 148 52 21'-4'(256 ft:SIRFSSED 22'-0'(2641 PRESTRESSED N.H. 125 42 N.N. 116 40 24'-0*(2881 PRF' IRIWD N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U -LINTELS 4V411'61 SAFE LOAD - POUNDS PER LINEAR FOOTCSC SL'L' G:NI:RN. Now 040. 16 Ott SIIEET 3 OF 3. TYPE LENGTHM7-11-17 SM -11 15662W 9117-n s12-21 91162N 916-21 3524 3S7+ 60-11 920-21 4594 4394 en4-11 8124-i1 520 5763 4328-11 1 9128-21 1 6152 61323'-6' (421 PRECAST 1569 2655 4'-0' (48j PRECAST Iw3 2305 3060 3815 4510 132! 1363 m 3960 3015 4520 5375 4'-6' (541 PRECAST 1207 moo 270/ 3375 4043 4711 1201 2040 2101 S15 4043 HRu_1i1 1.1 O 9 5'-4- (64'} PNLCASI III% 171 2276 2636 m" 4711 3961 1016 909 1115 1161 2276 2639 3199 3951 5'-10-(10 PRECAST 2 6 2593 3107 1623 929 1567 7090 2593 310/ 3620 6'-6' (781 PRECAST a» 1407 1 ISIS 2329 2329 2_ 2790 Allp 32510» 1407 J'-6' (90 PRECAST nl y 72/ LOS* 1224 762. 104 2011 705 242 2426 2112/ tel/ 9'••4' (1177 PRECAST_ X91 591 708 pk713 862_ 575 - 1318 91e' 1100 200 1414 1643 4343 1472 1037 Tel 1909 1461 1763 1774 2_157 7294. 1730 2 055 1313 10'-6'(126) PRECAST 5Y3 095 474 504 11'-4-(156 112111051 12'-0-(1441 PRECAST 494 410 607 456 1a2c,-unp 724.1 940 935 13076 IN3 II I.S64 1915 1369 101470560 IS -4'(1601 PRECAST 4101 428 As 460 I0/ 780 p p1143 1159 14'-0-(1610 PRFfAST so 724 009 1054 425 711 1063 1 15M 14'••8'(1/6 PRESTRESSED 354 120 621 ext 918 FU4310 395 463 900 1303 ISIB 15'-4'(1847 PRSIRT.SSED_ 373 460 07 769 911 369 616 908 124 146Dpp4 PRESIRESSED 263 OS 521 638 Ess 192 306 SOS 740 1005 12/1 19'-4-(232jPRS1RLSSLU 7AM 166 243 301 429 447 203 541 841 p. 047 7009 21'-4'(256 PRESTRESSED 142 204 301 243 430 50 142 232 373 531 771 925 22'-0-(2617 PRESTRESSED 171 197 291 x43 419.06 513 I 462 638 546'- 061 yq137 124 104 221 lig 21D24-0'(2887 PRESTRESSED 76) 319 34) 45S 416 606 492 y 717 p 7001 4328 250021 2619 2011. 1134 876 1HE NUVULRS IN PART.NIIIESIS ARE PLRCLNI NIDUCIIONS FOR GRADE 40 SL'L' G:NI:RN. Now 040. 16 Ott SIIEET 3 OF 3. U) 111Ikj( Q4 • P/IRENRIESIS ARE PERCENT REDUC101S FOR GRADE 40 1111.0 ADDED REBAR. SEE GENERAL NOIF N0. 4 ON swi 3 OF 3. jE GENLNAL NOIE NO. 4 ON SIIEEI 3 OF 3. L7 CJ. GEN• j) / I'NflrgK'1'NI:VI51iU Obrrr"p17uVu)Blllnll,YlilUYiH,"4 t1rM CRAIG 43$'Iw5n ! 1`l: _ 1hLTE7ppA NN SEE GENERAL NOTES - SHEET 3 OF 3 v c L p;•'4i 6324CR$79 c • SEFFNER.FL 37584 N1e rykor`rforl ' o Dr - VI R1 GC, . In":(' s$ ' • \ R. P E. LIC. NO. G R S , TYCE_ DESIGN N ti ON /30/9 44756 4j4/444I4444 I CAST—CRETE1 : HRu_1i1 1.1 O 9 7 V4WI/104 U!' UHL 8' LINTEL FABRICATION DETAILS rat RNIt 685099-14 3730 m Ewe PAM 1-4-668 w u»< 98104 80110 3016 0343: oi/60Ac cacao 61` 09618 3200 64 - 436 t0 else 6LMMe Mw 1`60 111110103 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS IC-4—ave SAFE LOAD PLFSAFELOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 06-M MWOO MFG -le 69!10-1e 69x14-00 BM 1e-08 SWn-au a626-oe WJo-oo 14-18 serfs -in WNW -18 eu26-1e mo30-1e 4'-4- (527 PRECAST 1635 1749 1691 3355 3699 1780 4349 5421 6193 567 5206_ 6659 6060 ;4' 10693 4'-6- (547 PRECAST 1494 1596 1756 3063 3699 2992 3966 4945 W24 6904 s206 6519 6060 9479 10693 T-8- (687 PRTCASi866 920 1167 1770 24MI me 4567 gni 6389 7839 8060b.1 Hoz 7966 791700 9311( 5'-ID'(70') PRECAST 810L.6 1746 u3o 1653 2342 1000 2124 2640 3174 3700 4242 6639 e0 1402 q 6/061 b'-8" (807 PRECAST 191 Zen 1825 1825 3120 Sae 7747 9448 7360 3120 SNA 7915 9419 10".31 7'-6' (907 PRECAST 1167 PRECAST G69 4tl 1490_ 1490 999 993 2459 3778 5143 7236 5621 2459 3776 5)43_ 10699'-8' Iwo 2256 3129 4091 3146 1568 2751 31" 4150 Sfl91I a) THE NUMBERS N PARENTIIESIS ARE PLRCINI REIIUCIIONS FOR GRADE 40 IILLO AWED NEW. SEE CENERbAL NOTE NO. 4 GFNFRAI. NOTES 1) WMb>t sec e' ptbd bld - 4000 q1 rc 1-b—d inlet -6000 pa 1•c qct. - 3000 psi .:b mdae..n J/6 imb 4"nm'e Rw..a.-.y ., a (CWA per viASTMCSDmlea .-m aA ase coewtsr e own - 190D pT uba Ott ASIM MIS &ede 60 paunlb9 drat. Tet MIM At 16 Crede 270 Ise let=" maw ASIu C)N 1yp4 M - 9t. 2) M td. Red tabic+ bud M m• cemtm 4 i%h wr• sad b.44 f-0, S.I. Wehe Kew Ip. 80 Well ox mol N 6ft6 I/7 kj berg bryN b W Net 3) NO U vena Mad ted jade. 4) rm .Mtbp in patdbe• htede. be F -ad 'oAdbn fee ve" 40 ford dttd low. FKMU Y -C Bold 037-10 sett.load . W 72 o* 1> ( )t aihmt6m 0 64/2 W 5601 5) M bitb meoll a edced 1/360 ddkctk> F66Njy. Rtebesf Wel type ere IT -4 • .d Watt ARtle e, .e % 1/1611 ddlodic . UK a YuNcd b CwAk n 17r.194cl(9 The hare! BMdiq Cede Sa6me 16043.1 se emko&t 6) St.a t2kd settle t. mq,cked. 1) 0. If octet My tt tobSW.d IW 1.6 h Itba.. 6) b. kL-/elb*Ml d wt. mnl tollpty r41h U alt acata ted/a .MRbd dw-..m 0) U. &I;ww day erd.dt csecwMld belle tram 0. W. Mad wk. y tJaka Ne rx.Tunn eeGl6ep Me-" W4 dRa d t-atey UM We a90aL 10)NIL -6t. RoW 11) 81,11W field 4dhd Wc, to be tCoad d Ile bAws d W Lett. Cenly. SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U•LINTELS 4-4- ° SAFE LOAD PLF LENGTH TYPE 8RU6 MFG RCMU 4'-4' (577 PRECAST 758 757 1164 4'-6' (D47 141FCAST 694 693 1073 V-8' (68') PRECAST 408 407 655 i-10'(707 PRECAST 382 381 616 6'-8' (807 PRECAST 595 7RR 464 7'-6- (907 14E(AST 5U9 674 490 363 2149'-8- (1167 PRECAST 3%U SLE CLNERAL NOTE 18 12) Luta We meddoftw m 5-1/7• W4 rWWX% d the tar to otc.odd h: ot.kof Cop 'id -4.9 wd p_6y 13) tat (dad NiOCt d @Md. ;Wad 'el okA. (-Rule-de 4Ad bm o CeeY+p d M.Rt. 00./ b •Ilxctet40 .0 ASIN C-226•er asto d Co". N) 11+ltb 1x40 s5.Ao.se.dy elle nNN C.DAb a uMl) an0 lie:wld ewe ek. ed be tLx1N Ia Ibe e l y • Ur l.l.hnp tQie„I• prb.+l +eba bed AF)fid h•wetd bet do rwcd Wei + 'St.. balm m WS I.o 15) Fee tompWk Gid W414% M $to % we .ds bet lan most bw Wo M dr.A 16) Fa fold W316 od do.A uA ..Ie bet 6-17 -1 b"M bnpb M- 17) We leen de .cpmill add calm" 10:4. IN) Sea beM1 bead m W1001 dale mdpt4 00 AD SM Yd AD 311 19) Ad•1a.41 Weld NO cop OV mn N 4014" by V. 41.a y pw*v td&" laced t dt Ander- uUG11N B0ort the Wd. CLW beet..: SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS wslr c-S"w tib•• I'm"I500psn 69x6 -0t 61510-tt aero -It mir10_21Gm6-21 E 0-21 4'••4' (577 PRECAST SLL SATE LAILPAL WAD 1666 1666 2362 23c/ IAMFS FOR IMO RATING FEB 4,45 I OR EACH AWIV AL 4'-6- (54) PRECAST 867 REINFORCED C4U (RCYU) 2272 2939 1ULL COURSE 1/2• CIA FN 2) J 190$'- 6' Vis/ • N GR60 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U -LINTELS wslr c-S"w SAFE LOAD - POUNDS PER LINEAR FOOT 8166 ai eluto n Beni -n 817x18- Itk_3 TYPE LENGTH 69x6 -0t 61510-tt aero -It mir10_21Gm6-21 E 0-21 4'••4' (577 PRECAST 9os 905 1666 1666 2362 23c/ 3056,Ns 3056 FEB 4,45 5240 5140 4'-6- (54) PRECAST 867 1604 2272 2939 4224 4943 6671624 22Q 2939 4f/s 190$'- 6' 687 ItiECA$T675 12690 119/ IJ26 3382 3911 675 ms 1269 170) 1/9/ 7376 114810 22b9 11 211 3382 3768 5911 7799 P5'-10-(707 PRECAST 655 12M tri 1746 u3o 7759 19e0 7773 247 3766 787 2799 557910 629,- 6'••B' (807 PRECAST 6. 7'-6' (907 PRECAST 1161PRECAST 570 570 Iwo 1530 198D 7479 Zen 429 516 896 _1361 sob 74710 13649—m424654118D 700ii 2960 395 560 ion IlSI 0) THE NUNBFRS N PARFNIHESIS ARE PERCENT REDUCTR)NS FON CAME 40 FIELD ADDED REWR. SEE CENLRAL NOTE R0. 4 IYYL' DESIGNATION Arob I1-1/7' 11-1//•7' WAR 3 -- — 61M1D1 CAM 15 IfIld Al 1101109 W Lean Can 6D1TIh1 1111100CM AC11YLl 14N'Oflfl 6• fallni4l Vold 1•24fD+111-1• It"vL"." IIaIJ.y; t•..,1, Angt-w tl.. 1.,, . , ;, . 7 A.la A t-• C• ' CRAIG PARRINCI . ^- f'? 6324 CH 579 / / SEFFNER, 833506 71jdil 7.i2.t8,(7z..,i,--- P RECESS,.TYeE DESIGNATION ' 9 r sla u - - u . py 9 a[eAe[R or 17178 CAST—CRETE 8' LINTEL FABRICATION DETAILS A - 7. q,6 L J i TQC pIAM[ o6W3-u NAN 0.. CQAL FAs3m, rt. - ¢0. W 441x +FSU: N t0 SCI[ ooc• 01/01/56 QICQO 01. CWC ?AMA M - 9M A 447% 1 1111010 W x06 Sluff 3 W 1 Aft SF•1GOJMtIn no nm elmul f D . am All W f3 0[199 AIF"I I r, FEB SUM W UNlll cafy 8F16-113/IT ND1c1ul 11D111L alMmd W F5 Hill" 910TH 6[1119 AL rM 13 14619 At 10P Arob I1-1/7' 11-1//•7' WAR 3 -- — 61M1D1 CAM 15 IfIld Al 1101109 W Lean Can 6D1TIh1 1111100CM AC11YLl 14N'Oflfl 6• fallni4l Vold 1•24fD+111-1• It"vL"." IIaIJ.y; t•..,1, Angt-w tl.. 1.,, . , ;, . 7 A.la A t-• C• ' CRAIG PARRINCI . ^- f'? 6324 CH 579 / / SEFFNER, 833506 71jdil7.i2.t8,(7z..,i,--- P RECESS,.TYeE DESIGNATION ' 9 r sla u - - u . py 9 a[eAe[R or 17178 CAST—CRETE 8' LINTEL FABRICATION DETAILS A - 7. q,6 L J i TQC pIAM[ o6W3-u NAN 0.. CQAL FAs3m, rt. - ¢0. W 441x +FSU: N t0 SCI[ ooc• 01/01/56 QICQO 01. CWC ?AMA M - 9M A 447% 1 1111010 W x06 Sluff 3 W 1 r CITY OF SANFORD w BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r % Gc%O Documented Construction Value: $ 10JobAddress: izIre, Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: SO Cora Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Ch0.dNamePhone: Street: City, State Zip: Resident of property? : Contractor Information JNameJt-FF &/"/y epee ll' -C- Phone: O %"933' 7%%1 Street: C l/a y T- City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Fax: %%'%33-2S7 State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect us of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 Pcmtit Application AON TICS: 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. rhe City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. Signature of Own uner/Agent Date Sigrc of Con oor/Agent Dat 7 Print Owner/Agent's Name Signature of Nolary-Slate of Florida Datc Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Namc Signa(ure of Notary-Sta a of Florida 7 ale CHAD W COWDERY MY COMMISSION # FF985918 EXPIRES April 25. 2020 Contract xrAiigjs v'a to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Pcrmit Application FIELD REPORT PROJECT NAME: e- CLIENT: PROJECT NO.: DATE: CONTRACTOR: i i' ES WEATHER: GLS @_ Ae/M* I Kele"a, Gni_ f #- /6 re 00 -0 --eco P-1 , a te 7"'r-rXi e e- F 9-r- a.s <. Xe; A-coe,lor /sTM - i.SS7 RTEG'S REPRESENTATIVE: I-- LIM THE RAAD - TANNOUS ENGINEERING GROUP, INC. 210 N. Goldenrod Road, • Suite B10 • Orlando, Florida 32807 Phone: (407) 382-2415 Fax: (407) 382-9625 I -7- l (oho CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S (oiOb -cW Joh Address: 4610 UIreKg WNe Historic District: Yes No Parcel ID: I Residential [Commercial Type of Work: New Ef Addition Alteration Repair Demo Change of Use dove Description of Work: ? _t M01 t'b Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name )dUI Phone: Street: 1111 9,0AA Resident of property? : II \ C&N- wCity, State %ip: H Contractor Information Name Seeo'k l-Uy4 c Phone: Street: 1 r uJ O-0* Fax: City, State Zip:h1D State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is herby 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 pennit 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, healers, tanks, and air conditioners, etc. FRC 105.3 Shall he Inscribed with the dale of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Rcviscd: Junc 30.2015 Pemtit Applieatim 4 NOTICE: In addition to the requirements of this permit. there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 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. 6l oir - Signatm of Owns/Agent Date Signagtu re of Comractorr/nt Date pAft"i SMS1 Age Print Owner/Agcot's Name Print Contractm/Agent's Name l& -r Signatum of Notary -State of Florida Date sign_rP-pwno MY COMMISSION OFF109694 EXPIRES April 6. 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is .,X 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: COMMENTS: BUILDING: R,eviscd: June 30, 201 S Permit Application CITY OF SWORD CUSTOMER RECEIPT Ott Oper: ANTONINIL Type: OC Drawer: 1 Date: 11/06/17 01 Receipt no: 18723 LDING & FIRE PREVENTION 300 N PARK AVE SANFORD FL 32771 Page 2 i80 Date 11/06/17 Year Number Amount 2017 1680 4610 EUREKA LN SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS CN FEE -ELECTRIC 25.00 136.33 7N FEE -BUILDING 25.00 T4 FEE -PLUMBING 25.00 Tender detail LAN REVIEW 651.00 CC CREDIT CARD 136.33 FER AGREEMENT 100.00 Total tendered 136.33 VT/DRIVE - S/F 40.00 Total payment 136.33 MP -RS 7-2017 373.91 Y IMPACT FEE 54.00 Trans date: 11/06/17 Tine: 9:45:45 IMP -RS SINGLE 1086.29 IMP -RS 07-2017 374.90 MY RD IMPACT FEE 705.00 IMPACT FEE 5000.00 SCA SURCHARGE 36.38 O1 -BLDG DBPR SURCHARGE 36.85 Fee summary Charged Paid Credited Due Permit Fee Total 108.00 00 .00 108.00 Other Fee Total 8533.33 8505.00 .00 28.33 Grand Total 8641.33 8505.00 .00 136.33 CITY OF SANFORD BOLDING 300 N PARK AVE SANFORD, FL 32771 SALE MID. 9520 Store: 4616 Terra 2902 REO:#: 00000002 Batch #: 012 RRN: 731014605053 W06117 09:46:09 MN Trans V. 587310531682455 APPR CODE: 08254G VISA Manual CNP arraararaarrA 16t ar I r AMOUNT $136.33 APPROVED I AGREE TO PAT ABOVE TOTAI AMOUNT IN ACCORDANCE WITH CARD ISSUER'S AGREEMENT MERCHANT AGR(EUEUT IF CREDIT VOUCHER) RETAIN THIS COPT FOR SIATEUENT VERIFICATION MERCHANT COPY Oper: ANIONINIL Type: OC Drawer; 1 Date: 11/06/17 01 Receipt no: 18723 2017 1680 4610 EUREKA LN SANFORD, FL 32773 BP BUILDINU PERMIT RECEIPTS 136.33 C(: CREDI l CF:I;D $136.33 Total tendered $136.33 Total paysent $136.33 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. Trans date: 11/06/17 Time: 9:45:45 NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 17-00001680 Date 11/06/17 Application pin number . . . 851280 Property Address . . . . . . 4610 EUREKA LN Parcel Number . . . . . . . . 22.20.30.520-0000-0380 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 216079 Application desc noc on file Owner Contractor DAVID WEEKLEY HOMES 225 S WESTMONTE DR STE 3300 ALTAMONTE SPRINGS FL 32714 407) 865-8200 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . PLUMBING FIXTURES 18.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 2154.00 Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1011162 Permit pin number 1011162 Sub Contractor SPEGAL PLUMBING LLC Permit Fee . . . . 108.00 Issue Date . . . . 11/06/17 Valuation . . . . 6100 Expiration Date . . 5/05/18 Qty Unit Charge Per Extension 18.00 6.0000 EA FIXTURES,WATERHEATR,DRAIN,TRAP 108.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Required Inspections: ELEC: 10 underground 10 footer/slab steel bond 20/30 TUG 30 elec rough 1000 elec final PLBG: 10 underground 20 tubset 10/1000 sewer FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING 6 FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 17-00001680 Date 11/06/17 Property Address . . . . . . 4610 EUREKA LN Parcel Number . . . . . . . . 22.20.30.520-0000-0380 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . GENERAL COMMERCIAL Permit . . . . . . PLUMBING PERMIT -NEW RESIDENC. Additional desc . . Phone Access Code 1011162 Permit pin number 1011162 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 322 UNPB PLUMBING UNDERGROUND 10-1000 311 PL03 SEWER 20 312 PL04 TUB SET 1000 313 PLOS PLUMBING FINAL / / FOUNDATION SURVEY LEGAL DESCRIPTION: LOT 38, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNW,, FLORIDA. FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/2007, CERTIFIED TO: DAVID WEEKLEY HOMES l"l-/G XD Site Benchmark Information - 40 #1 Set }'Rebar 8 Cap "LB 7623" Elevation: 46.93' 0 #2 Set J'Rebar & Cap "LB 7623". Elevation: 46_96' Benchmark Information- Fred. }' Rebar Seminole County Control Point GPS Cap "LB 7823". Name 0117, Designation 488120117. Elevation = LP 45.350'. n +4- 'VIP (Elevations are based upon NAVD 88 Datum) Tract "B" i6a ^-'G 12,9 Open Space / Recreation 00, off AJ (Common Area) 0. 5 ' m5.. Fntl. •1.. we n G o• a tj/• ' ` 'p'y'Si f dyJ!~ i r d' Q ha C? Fnd. 1.' C13 L 1 ' 0, N 49°08'32" W 29.00'(P))(M) dJ C37 R=10.00'(P) 0#1 L=15.71'(P) A=90°00'00"(P) Chord Bearing= N 04°08'32" W 14.14'(P)(M) Revision, Added Foundation Survey - 11/2/17 - RPS Field Date: 5/23/2o17 Date Completed: 5/24/2017 1 Xe) cO me Legend- C CalaaeledCenlltdlw PC - Polltt of QavNaAee P . -Papa Bcit Concrete Block Concrete Monument lb i l"l-/G XD Site Benchmark Information - 40 #1 Set }'Rebar 8 Cap "LB 7623" Elevation: 46.93' 0 #2 Set J'Rebar & Cap "LB 7623". Elevation: 46_96' Benchmark Information- Fred. }' Rebar Seminole County Control Point GPS Cap "LB 7823". Name 0117, Designation 488120117. Elevation = LP 45.350'. n +4- 'VIP (Elevations are based upon NAVD 88 Datum) Tract "B" i6a ^-'G 12,9 Open Space / Recreation 00, off AJ (Common Area) 0. 5 ' m5.. Fntl. •1.. we n G o• a tj/• ' ` 'p'y'Si f dyJ!~ i r d' Q ha C? Fnd. 1.' C13 L 1 ' 0, N 49°08'32" W 29.00'(P))(M) dJ C37 R=10.00'(P) 0#1 L=15.71'(P) A=90°00'00"(P) Chord Bearing= N 04°08'32" W 14.14'(P)(M) Revision, Added Foundation Survey - 11/2/17 - RPS Field Date: 5/23/2o17 Date Completed: 5/24/2017 Drawn By: R. S. File Number..IS-37650 FO Legend- C CalaaeledCenlltdlw PC - Polltt of QavNaAee P . -Papa Bcit Concrete Block Concrete Monument p? . Polte of Inlnectlon P.O.B.- Pohl of ationnklg ConeD Co— Descrpion P.O.L - Pofm on Uro pP -Power Poa DEEamr. Drainage E— E -cement PRIM - Perm.:., Ratfwenm monumerd FEMA -Federal Emerganry oimp7 - Pof Taenrgry FEE Manapemwt Apw y N - Rol. Fini hed Floor U-stion Red. - RaWtl Fnd. IP FourIronPipe R&C - Reber A. Cap Rec - Rawvaed LM Lengih (Am) M_.urad Rfd - Roofed Sal -Set'/,"Reber & N&DN. R. Nell&Disk Non-Redla Reber Cap 'L67823' Typ.-lyplcal Re 011lclal Rwanda Book UE - thirty Ca einem PPe.- Platpial Book WAE - Water Meter A - Dab& ICan AMei Clwrout Tronetonner Curb Inlet W1re Pull Box Water Meter Concrete Light Pole LP oma 0 PV Lot 39 0 spa 9• xoJ End 'X" Cut P.T. located on Lot 40 2 EelDocullirm.d,/ 1 by: dl(i G P-. Ir {MAAr ik BlCED63FCAE64EB... s 00o Fntl. }" Reba sa@ 8 Cap "LB 7623"0/ Graphic Scale 61 16 26' 40' Scale: 1"=20' AbutLLpl'.opmtln Ilaadsluve ElDrbem Researdlled rormpNoyed.Peawm Nums Subpn anY EEsememsand/m ResMtnonso/RKore. aurkspbus shown nerean,a AssumedaM&sed upantMlM Desosedwith a'BB'. 6ulF 0 Tleaare NONto beneedmrKonsbuct Property LIMB. anta Ownership k NOT determined. aoofOvedsanqu UrMKpround Utllitlesand/orrooters Nve NOT Oeenloated UNLESS otherwlsenated. Tanksand/or DralnnNd/orations are approximate and MUST be -014d -014d by avar,povda fl, Pw Unhty PIncomynia. Usa o/TM,Survey rorposesotlser tionInteMM. Witlput Written Venecen11 WIII beNoattheUser's Sole msk end wnnout UablNry m rhe Surveyor. tNrpereon dNllNM Consuved to give ANT atgnts K aercfits m Anyone Otlsar INan those CKtnkd. N150FINTEItEST- NONE VISIBLE to mn Bou n1 my non me Data 51 tfom,s to he Ireland & Associates Surveying, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.lrelandsurveying.com Office -407.678.3366 Fax -407.320.8165 FINAL SURVEY LEGAL DESCRIPTION: LOT 38, 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 F "\ 10 EUREKA LANE, SANFORD, FLORIDA 32773 S' u o Tract "B" y s%a Open Space / Recreation Common Area) 01 Lot 38..'. 01 : C pe6 \ lb Go oo0cb h ° Q, 11 h, rV o o Lot 39 5 no. X Cut c O 01 10 7 e Qo y° 4 Fnd. "X" Cut c\ Ll No0) N 49008'32" W 29.00'(P))(M) '9iG C37 R=10.00'(P) $# 1 L=15.71'(P) A=90°00'00"(P) Chord Bearing= N 04008'32" W 14.14'(P)(M) Revision: Added Final Survey - 03/14/18 - BMJ Revision: Added Foundation Survey - 11/2/17 - RPS Field Date: 3/12/2018Date Site Benchmark Information- Drawn By: B.J. s #1 Set}" Rebar & Cap "LB 7623", C Elevation: 48_83' PC • Point of Curvature 0#2 Canthadine Set}" Rebar & Cap "LB 7623". Elevation: 46_96' a CM Concrete Monument Benchmark Information - co' O Fnd. }'Rebar Seminole County Control Point GPS V & Cap "LB 7623". Name 0117, Designation 488120117. Elevation = Description 45.350'. N -9 Elevations are based upon NAVD 88 Datum) S' u o Tract "B" y s%a Open Space / Recreation Common Area) 01 Lot 38..'. 01 : C pe6 \ lb Go oo0cb h ° Q, 11 h, rV o o Lot 39 5 no. X Cut c O 01 10 7 e Qo y° 4 Fnd. "X" Cut c\ Ll No0) N 49008'32" W 29.00'(P))(M) '9iG C37 R=10.00'(P) $# 1 L=15.71'(P) A=90°00'00"(P) Chord Bearing= N 04008'32" W 14.14'(P)(M) Revision: Added Final Survey - 03/14/18 - BMJ Revision: Added Foundation Survey - 11/2/17 - RPS Field Date: 3/12/2018Date Completed: 3/14/2018 Drawn By: B.J. File Number: IS -37650 FI Legend- C Calculated PC • Point of Curvature Canthadine Pg. - Pa 6 Concrete Block PI -Point of Intersection CM Concrete Monument P.O. B. - Point of Beginning Conc. Concrete P.O.L. - Point on Line D Description Pp • Power Pole DE Drainage Easement PRM - Permanent Reference Esmt. Easement Monument F.E.M.A. - Federal Emergency PT - Point of Tangency Management Agency R •Radius FFE Finished Floor Elevation Rad. - Radial Fnd. Found R&C - Rebar & Cap IP Iron Pipe Rec. - Recovered L Length (Arc) Rfd. - Roofed M Measured Set - Sol 'A" Reber& N&O Nail & Disk Reber Cap "LB 7623" N. R. Non -Radial Typ. - Typical ORB Official Records Book UE - Utility Easement P Plat WM - Water Meter P.B. Plat Book A - Delta (Contra] Anqle) 0 oG - Cleanout E-Transformer I1 - Curb Inlet Wine Pull Box Water Meter Concrete Light Pole LP s 90 b6l, Op 79• GAJ/ Fnd. "X" Cut P.T. located on Lot 40 I Graphic Scale 1b. 2' 40' 2 Scale: 1"=20' EP Dodl.sgttad ry: Atyu . Irt,laa'.1 B10ED63FCAE64EB... Survey is Based upon the Legal Description Supplied by Client. Abutting Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. S.bject to any Easements and/or Restrictions of Record. Bearing bads shown hereon, Is Assumed and Based upon the Line Denoted with a'BB". Building Ties are NOT to be used to reconstruct Property Lines. Fence Ownership Is NOT determined. Roof Overhangs, Underground Utilities and/or Footers have NOT been located UNLESS otherwise noted. Septic Tanks and/or Drainfield locations are approximate and MUST be verified by appropriate Utility Location Companies. Use of This Survey for Purposes other than Intended, Without Written Verification, Will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be Construed to give ANY Rights or Benefits to Anyone Other than those Certified. NONE VISIBLE POINTS OFINTEREST- oroby Curtly [hat this Boundary Survey of the above Desabed Property is us and Comml to the Best of my Knowledge and Belief as recently Surveyed der my Direction on the Date Shown, Based on Informalion furnished to Me i Noted and Conforms to the Standards of Practice for Land Surveyk the State of Florida in accordance with Chapter 5.1-17.052 Florida Imihistrative Codes, Pursuant tQ.9octen 4721027 Florida Statutes. Patrick K. Irelan ' .:FIOR,eP 6637 LB 7623 This Survey is iltende ' Y_Qr use of Said Certffled Parties. This Survey NOT VALID UNL and Embossed with Surveyors Seal. Ireland & Associates Surveong, Inc. 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveying.com Office -407.678.3366 Fax -407.320.8165 ,