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4611 Tampico Way 17-852; NEW SFH
ri 5COUNTYOFSEMINOLE IMPACT FEE STATEMENT 19 STATEMENT NUMBER: 17100001 BUILDING APPLICATION #: 17-10000187 BUILDING PERMIT NUMBER: 17-10000187 DATE: April 03, 201 7 @ UNIT ADDRESS: TAMPICO WAY, 4611 22-20-30-520-0000-0350 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: OWNER NAME: ADDRESS: APPLICANT NAME: CND REAGAN LLC ADDRESS: 1111 NORTH POST OAK RD HOUSTON TX 77055 LAND USE: REAGAN POINTE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4611 TAMPICO WAY, REAGAN POI.NTE LOT 35, SFR FEE BENEFIT RATE UNIT TYPE DIST SCHED RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00ROADS -COLLECTORS N/A Si.ngleCFFaamily Housing .00 1.000 dwl unitFIRERR / 00 LIBRARY CO -WIDE ORD 00 Sin le Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00CO -WIDE ORD Single Family Housing 5,000.00 PARKS NIA 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: LAInla_ SIGNATURE: PLEASE PRINT NAME} DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND fENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP, OR RE VESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1107, EAST FIRST STRET, SANFORD FL, 32771; 407.665-7356. P'YMFNT Se HOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. 4' SAN 'tc) 2 way C 0 TUIV I TUB Wc 3'SAN '.AP t<:> 2rci LAI/ M I jai VTP F CITY OF SANF'ORD BUILDING &FIRE PREVENTION MAC 2 111. PERMIT APPLICATION s plicatkon Na: a 1 Documented Construction Value: Job Address: LIUI -FaWk 0 VV f 3a 3"3 Historic District: Yes No Parcel Ill: AD, --d-O - - JaQ- y _Q Residential X Commercial Q Type of Work: New X Addition Alteration E-1 Repair Demo Change of Use[] Nlove Description of Work: Flan Review Contact Person: Title.-Fhif C4C3tACCItr Phone: 463-2it S7•Tol-'9 T Fax: Email: Qt'G[ 'lj (W 1p Yyt n,rv Property Owner Information Name CA? - . _i. L" ',.LL C-) Phone: - 11p M 'S' Street: I I t'}- 0 _ 4Gk l Resident of property?: '-" City, State Zip: Contractor Information Name & kAtC1 i t.t i`e.. Phone: _-ib'-- i0 a -$ati Street: A26 S. _ .. Y _ 4_ Obi'_ Fax: City, State Zip: AL-b2rMk' 00ortalasi _nf'-lit State License No.: 1t1 Architect/ Engineer Information t / y Name: Mom_ Uy L Phone: 0 - (G,• q 1 Street: _. We 5'}'Y"'AQ't1'VC, DYtV*- ti t"4'G. .__ Fax: " .. Bonding Company: Address: Nlortgage Lender: Address: WARNING TO OFuNER: YOUR FAILURE TO RECORD A NOTICE OF CONINFENCEMENT MAY RFSUI.T IN YOUR PAYING TWICE FOR IMPROVEiNIENTS 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 CONINIENCENIENT. Application is bureby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has oamwnced prior ro the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdictiori. I understand that a separate permit must be secured for electrical wort:, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application anti the code to effect as of that date: 5"' Edition (2014) Florida Milding Code Revised: ; tote 10, 20t5 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 mana(yervent districts, sta*e agencies, or feecral 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 plm review charge and will be considered the estimated conStrUC6011 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 AFFMAVIT: I certify that all of the foregoing information is accurate and that all work willM be done in compliance with all applicable laws regulating construction and zoning. M 1BQDui e Print Owaeri"e4t:mVName N q1[---1- Sivae ofNotary State of florda V Tama M. Pwwft NOTARY PUBLIC STATE OF FLORIDA Con "# GOMM 6/1 SM(M Owner"Agent is ersonally Known to M,: or Produced 11) Type oCILA r '' Print ContUor"Agent's Name sigol-of, 40ta - '---ofRr"M.PIck*ate NOTARY PuBuc STATE OF FLOMDA COMM# OGM28t iv. EWreeContractorAgent is __\ ePersonally Known to VIe or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY r--I/ Permits Required: BLUlding, U9 g ElectricalMechanical El Ptunibingg (--ias[:] RoofEJ Construction Type: 14 b Occupancy Use: 1?- 3 Flood Zone: K-5t"-v:7 Total S( I Ft of Bldg: -115-1 viin. Occupancy Load: New Construction: Electric - # of Amps 1 50 Fire Sprinkler Permit: Yes D No R1 #of Heads APPROVALS COMMENTS: ZONTNG; 11/ 11 ql%tlj UTILITIES: E'N, G[NEE,Rf-,,rG:':30'1' F11R-E: M of Stories: I Plumbing - # of Fixtures MM IM Fire Alarm Permit: Yes 1:1 No a re -fe'( WASTE WATER: BUILDING: /- 14-17 Revised: Jjne 30, 20[ i Ninut 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# 17-852 4611 Tampico Way Type of Construction: V13 SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 1733 Isquare feet I SQUARE FOOTAGE OF GARAGE ONLY: 1 4041 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 21371square feet Dollar Valuation of Work: 1 $215,518.331 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 66.61 1,548.63 25.00 646.56 2,286.8 Plumbing Fixture Calculation 17-852 4611 Tampico Way Bath Tubs 2 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 3 Laundry Tubs Water Heaters 1 Lavatories 4 Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 19 Permit #: 17- 852 Address: 4611 Tampico Way Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2137 Plumbing Fixtures: 19 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 11 1877-1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tania Pickering Firm: David Weekly Homes Address: 225 S. Westmonte Drive, Suite 3300 City: Altamonte Springs State: FL Zip Code: 32714 Phone: 407.865.8255 Fax: Email: tpickering@dwhomes.com Property Address: 4611 Tampico Way Property Owner: CND- Reagan, LLC (Texas LLC) Parcel identification Number: 22-20-30-520-0000-0350 Phone Number: 713.316,3365 Email: The reason for the flood plain determination is: FEW New structure E] Existing Structure (pre-2007 FIRM adoption) El Expansion/Addition E] 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: El The parcel is in the: F-1 floodplain 0 floodway E] A portion of the parcel is in the: floodplain 0 floodway A The parcel is not in the: FE-Ifloodplain E]floodway El The structure is in the: El floodplain EJ floodway El The structure is not in the: 0 floodplain E] floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-852 Reviewed by: Michael Cash, CFM Date: March 30, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appo i an went of ol'Comparly) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all thill(TS necessary to this appointment for (check only one option): l The specific permit and application for work located at: treet Address} ri Expiration Date for This Limited Power of Attorney: License Holder Name: State Licens Signature of STATE OF COUNTY C The foregoing, inAtrull, i,!nt 1:1 s 1 idged before ine this 14-day of 204 , y bI —) C_ who is We'rsko2l _1y —known tomeorawhoasproducedasidentificationandwhodid (did no ) take an oath. SI* nature Notary Seal) Print or type name dh 1AMM" tYNN 67LEY Notary Public - State of Florida Commission # GG 042385 z My Comm. Expires Feb 24, 2021 Bonded through National Notary Assn. Rcv. 08. 12) Notary Public - SLtaof e9Commission No. e MyCommissionExpires: 2 Application for Paved Driveway, Walkway Including Right -of -Way t1,0R1P9 , ,), 1% Landscaping in Right -of -Way1877 Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 3277! Phone: 407,688 5140 Fax: 407.688.5141 Sidewalk or Use & This permit authorizes work to be done oil We subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached constriction plans approved as part of this pernit. The permit's required for driveway or sidewaik construction ever 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current Survey, site plan or plat clearly ;denti tying the Know whot bolow, s+ze and location of the existing right of -way and use shall be provided or application Could be delayed. Call Doforejou 00. I Project Locat;or/Address: Lgkli 1 2, Proposed Activity: Driveway Walkway Other: 3, Schedule of Work: Start Date 'A Completion ;ate YLALV El Emergency Repairs 4, Brief Description of Work: This application is submitt9d by: Pircipeft/ Owrwr Print Name: Address:S. t 611SOA/vIs"FL, xlil. Fhore: 40- Fax: Email' baUfF6e&JMk_&& Da Maintenance Responsibilities/Indemnification The Requestcr, and his successors and assigns, snail be responsible for pemetUai maintenance of the imoroveril ant installed urcerthis Agreement. This shall include maintenance of the improvement and onpavad por*ionof right-of-way adjacent therata. ReqUeS:Or May, with written City authorization, remove said installationliriprovement fatly restoring the -ght-of-way to its previous -oricitior.. In the avert that any futura ocnt IStructioi aroacways, Alitles5;ormwatar facilities, or any general maintenance ac:iviles by the City becomes in conflict with We above per-nittiod activity, the permittee shah remove, relocate aidior repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requestor does not continuously maintain We improvement and area in accordance wish pravicusiyMated criteria, or completely restore the right-of-way to its previous cordition, the City shail, aler appropriate notice, restore the area to its previous ocricitior at the Re-,uestor'3 axpensa and, if;iecessary We a lienonthe Raquestor'a oropery to ecover costs of res:oration. To the fullest exteni perriMed by law, Requester agrees to Jefer(, rderr,%f,/, aid hold .Harmless the City its cczjnc Ipersons, agents servarts, or a mploy.- ees (acipoirtad, elected, or i,ifed) from and against any and all liariilitias, claims, perallies, diamonds, suits, judgments, losses, axperses, damages (direc. , indl,ect or consequential), or ;rIury of any natura whatsoever (c person or property, and !he ccs-,s and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up W and including an apoeal), resultirg 'n any fashion from or arising directly or incilrectlyout ofor cnrec :adwith Te use of the City'.; righl-of-ivay I have read and andand the above statement and by signing this application II agree to its terms. A Signature: 4N_ Date: . a I Thispermitshall be posted on the site during construction. Please call 407,688.5080 24 hours in advance to schedule a pro -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee Cate: Reviewed: - Public' VI/orks Date: Utilities Date, Approved: Engineering Date Site Inspected by Date Special Permit Conditions, Row use-("I"' May Pot T FOR TUC, & P R E POWER AGREE ALL RESIDENTIAL PROPERTIES Altamonte Sprillgs, Casselbeuiy, Longwood, Oviedo, S,111rol-(I, Semillole colinty, Wilitel-Springs Date: Project Na1nc!_Ra*_YN _O_i_aP—Project Address: t _74p*t>—WA.M Building Perinitt Electrical perlilit g In consideration for authorizing the appropriate utility company to energize the facility, we agree with andUnderstandthefollowing: V This Tug/Pre-power application is valid only for One -and two-family dwellings, 2. The facility will not be occupied until a Certificate of occupancy has been issued, 1 If the jurisdiction hereafterfinds that the facility has been occupied before a certificate of occupancy hasbeenissued, the jurisdiction will have the unilateral right to direct the utility to terminate elect rical servicewithoutnotice. Furthermore, we understand and agree that should the jurisdiction exercise such right, thejurisdictionwillnotberesponsibleforanydamagesorcostswhichmayresultfromtheexerciseofsuchright. Also, in the event any third party claims damages from the exercise of such right, we agree to jointlyandindividuallyindemnifyandholdharinlOssthejurisdictionfromallsuchdamagesandcosts, includingattorney's fees, 4. Prior to pre -power, the building or Structure shall be weather tight and secure. The electrical wiring in theareadesignatedforpre -power shall be complete and in 30e order, All electrical seNices associated with theareawillbe100% complete unless specifically approved by the electrical inspector. S. Interior electrical rooms shall be lockable, if electrical panels are in an area, that cannot be locked by doors, the Panels Shall be t!qLlipped with a locking mechanism (approved by the ART). The licensed electricalcontractororhislicensedrepresentativeshallholdthekeys(s) for such access energ to electrical panels to preventJzivgcircuitsotherthanthosethataresafe, 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. Yprovidod, the tire sprinkler system must be operational with War("' on the system prior to pre -power. 9. TUG approval is for service and outside GFCI outlets only. 9. Checkwitli the local jurisdiction for fees associated FV*ith tugs, Print NamcofO ner/Tenant ignat o Owner/Tenant JUMSDICTION EMPLOYEE NAME: MRISDIMON: Print NM me of Ge Contractor 41110 ut Ue ContractorSignate, of Gen. Contractor Gen, Contractor License # Print Name of El Contractor o _r S+iatu" re OrEl. Contractor 0 Cf. Contractor License # CALLED INTO: c [Progress Energy n riorida Power and Light on Rev. 02/10/15) Prepared By and Return to: JOHN KINGMAN KEATING, ESQUIRE TOWN SQUARE TITLE, LTD 250 EAST COLONIAL DRIVE, SUITE 301 ORLANDO, FLORIDA 32801 TELEPHONE: 407.422.2234 FACSIMILE: 407.843.8964 GRANT NALOYP SE11INOLE COUN'rY Cl-ERK OF CIRCUIT COLIRT 4 COPIFTROLLER BK 8882 P9 1029 (1C'as) CLERK'S Y 2017029367 RECORDED 03/24/2017 08"34- 96 ,li'l RECORDING FEES $10.00 RECORDED BY hdevore W E 17022 RECORDING INFORMATION ABOVE THIS LINE NOTICE OF COMMENCEMENT Permit Number: Tax Folio Number: 22-20-30-518-0000-00 10 (parent STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: 1. Legal Description of the Property: Lot 35, Reagan Pointe, according to the map or plat thereof, as recorded in Plat Book 81, Page(s) 45 through 52, inclusive, of the Public Records of Seminole County, Florida. Property Address: 4611 Tampico Way, 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 Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes : (a) Name and Address: N/A (b) Phone Number N/A 8. In addition to Owner, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (a) Name and Address: N/A; (b) Phone Number N/A 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the Contractor, but will be I year from the date of recording unless a different date is specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verfication pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge and belief OWNER Weekley Homes, LLC a Delaware limited liability company By: John Kin an a , as Authorized Agent STATE OF FLORIDA COUNTY OF ORANGE I HEREBY CERTIFY, as an officer duly authorized to take acknowledgments and oaths in the State and County aforesaid, that at the execution of this instrument on the date set forth below, John Kingman Keating personally appeared before me as Authorized Agent of Weekley Homes, LLC a Delaware limited liability company and executed or acknowledged his/her/their previous execution of this instrument. I HEREBY FURTHER CERTIFY, that John Kingman Keating, is/are the same person(s) either executing or acknowledging execution of the foregoing instrument because:)2-l-personally know him/her/them OR I have satisfactory evidence of same based upon a 0 Florida driver's license or 0 Other identification: WITNESS my hand and official seal in the State and County aforesaid this 22nd day of March, 2017. Notary Public Signature PLACE NOTARY NAME A SEAL, IMMEDIATELY BELOW) I-XPRES Seillember 10, 2017 e-O 4Jonde9'f _3uGgAttdof r}Services z1t 0t::. ;, I , 1, rtis; REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit # 17-852 Address: 4611 Tampico Wav i BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTR1CAL-,PERM1T-,,,--- Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min maw Max Y_,- ggw aoxWo/ Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MEO MNEOMN rkGPERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final I REVISED: June 2014 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot35ReaganPointe7499A Builder Name: DAVID WEEKLEY HOMES Street: 4611 Tampico Way Permit Office: 1 7City, State, Zip: Sanford , FL , 32773 Permit Number:* 5 2 kFORDAN ' S Owner: Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 t New construction or existing New (From Plans) 9. Wall Types(2380.2 sqft,) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13,0 1317.00 1111 b. Concrete Block - Int Insul, Exterior R=7.0 792.56 ft2 3. Number of units, if multiple family I c. Frame - Wood, Adjacent R=1 3,0 270.67 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1097,0 sqft.) Insulation Area a. Under Attic (Vented) R=38,0 1057.00 ft' 6. Conditioned floor area above grade (ft') 1694 b. Knee Wall (Vented) R=119.0 40.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft2 11. Ducts R W 7, Windows(207.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 338.8 a. U-Factor: Dbl, U=0.34 207,92 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.6 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13, Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.6 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1,333 ft, Area Weighted Average SHGC: 0.300 14, Hot water systems 8, Floor Types (1140,0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 637.00 ft2 b. Conservation features EF: 0,940 b. Floor over Garage R=19.0 404.00 ft2 None c. other (see details) R= 99.00 W 15. Credits Pstat Glass/Floor Area: 0.123 Total Proposed Modified Loads: 57.89 PASSTotalBaselineLoads: 58.81 1 hereby certify that the plans and specifications covered by Review of the plans and VAE S A this calculation are in compliance with the Florida Energy specifications covered by this a z Code. calculation indicates compliance PREPARED BY: with the Florida Energy Code, Before isconstruction completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. VcoawiththeFloridaEnergyCode, E OWN ER/AGENT: - - BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handier unit manufacturer that the air handier 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. 3/2/2017 3:00 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot35ReaganPointe7499A Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1694 Lot # Owner: Total Stories: 2 B lock/S u b Division: of Units: 1 Worst Case: No PlatBook: Builder Name: DAVID WEEKLEY HOMES Rotate Angle: 0 Street: 4611 Tampico Way Permit Office: Cross Ventilation: No County: Seminole Jurisdiction, 691000 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Sanford FL-ORLANDO-SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1694 15415.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 1694 154154 Yes 4 3 1 Yes Yes Yes FLOORS ft Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 99 W 19 0 0 1 2 Floor over Garage Main 404 ft2 19 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio Main 85 ft 0 637 ft2 0.41 0 0,59 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1182 ft2 0 f12 Medium 0.85 N 0.85 No 0 26,6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1057 W N N 3/2/2017 3:00 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type _ Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1057 ft' 0,11 Wood 2 Knee Wall (Vented) Main 19 Batt 40 ft' 0.11 Wood WALLS A___Ornt__._-----So Adjacent SNatLlarpB..- --_- Space Cavity Width Ft ValUe__Ft--.-tn-----_._._Ft Height to- __.-.Area-------R-V-alue--raction__-Absor__Gcade Sheathing Framing Solar Below 1 NW Exterior Frame - Wood Main 13 49 7 9 0 446.3 ft' 0 0.25 0.6 0 2 NW Exterior Concrete Block - Int Insul Main 7 33 6 9 4 312.7 ft' 0 0 0.6 0 3 NE Exterior Frame - Wood Main 13 23 7 9 0 212.3 W 0 0,25 0.6 0 4 NE Exterior Concrete Block - Int Insul Main 7 23 6 9 4 219.3 ft' 0 0 0.6 0 5 SE Exterior Frame - Wood Main 13 49 7 9 0 446.3 ft' 0 0.25 0.6 0 6 SE Exterior Concrete Block - Int Insul Main 7 27 11 9 4 260.6 ft' 0 0 0.6 0 7 SW Exterior Frame - Wood Main 13 23 7 9 0 212.3 ft' 0 0,25 0.6 0 8 Garage Frame - Wood Main 13 29 0 9 4 270.7 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 NE Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ftz WINDOWS Orientation shown is the entered, Pea used orientation. V Wall Ornt ID Frame Panes NFRC U-Factor SHGC Area 2 ---- Overhang Depth Separation Int Shade Screening 1 NW 1 Vinyl Law-E Double Yes 0,34 0.3 12.0 ft 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 2 NW 2 Vinyl Low-E Double Yes 0.34 0.3 24.0 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 3 NE 3 Vinyl Low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 4 ft 2 in Drapes/blinds Exterior 5 4 NE 3 Vinyl low-E Double Yes 0.34 0.3 15.5 ft' 1 ft 4 in 5 ft 4 in Drapes/blinds Exterior 5 5 NE 4 Vinyl Low-E Double Yes 0.34 0.3 3.8 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds None 6 NE 4 Vinyl Low-E Double Yes 0.34 0.3 13.5 ft' 1 ft 4 in 15 ft 0 in Drapes/blinds Exterior 5 7 SE 5 Vinyl Low-E Double Yes 0.34 0.3 12.0 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 8 SE 6 Vinyl Low-E Double Yes 0.34 0.3 36.0 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 9 SE 6 Vinyl Low-E Double Yes 0,34 0.3 24.0 ft' 1 ft 4 in 11 ft 8 in Drapes/blinds Exterior 5 10 SW 7 Vinyl Low-E Double Yes 0.34 0.3 51.7 ft' 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 404 ft' 464.6 ft' 47 ft 9.3 ft 1 3/2/2017 3:00 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACM ACM 50 1 Wholehouse Proposed ACH(50) 000289 1284.6 70.52 132.63 .2598 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 SetPnt Conservation 1 Electric None Garage 0.94 40 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 338.8 ft Attic 84.7 ft' Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan j Feb Mar Apr Ma [Xj Jun X Jul X Au Se Oct Nov Dec HeatinH Jan H Feb Mar NApr Ma [ j Jun 4 l Jul f AujXj Sep OctHNovHDec Ventin [ Jan [ j Feb Mar Xj Apr [ May [ j Jun [ Jul [ Aug Se [X] Oct Nov Dec 3/ 2/2017 3:00 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 3/2/2017 3:00 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FURMR405-2O14 v`0 N N # U v y N N (EPL) N &N k N~0 0 N y ESTIMATED ENERGY PERFORMANCE |0FlEX^ = 98 The lower the EnerQypedbrmanneIndex, the more efficient the home. 4611 Tampico Way, Sanford, FL, 32773 New construction or existing o, amqle family o,multiple family a. Number nrunits, xmultiple family 4. Number mBedrooms u. |sthis mworst case? s. Conditioned floor ama(W) r. wxnuows'^ Description v u' rmmnr om.o= om* s*sC: S*so~o. au o u'Fucmr N/A snGu c u-Factor: wm snoC: u. u-Factor: N/ A snmc: Area Weighted Average Overhang Depth: Area Weighted Average S*oC: Floor Types e Smu-On' GmuoEdge Insulation o Floor over Garage c, other ( see details) New (From Plans) e Wall Types Insulation Area Single-family a, Frame Wood, Exterior n=13o 131700x` b. Concrete Block 'vnm*v.Exterior ro na.snn" cFramo Wood, Adjacent e=mo 270. 67*2 n u.ww n= n" 1o my|mgTvpan Insulation a Nou. Under Attic (Vented) R=non 1057o0n^ e94 Knee Wall mo"*m> n= 190 0000z Area cN/A e= zn/nzn" 11Ducts n *, Sup: Attic, n=/:Attic, A*Main a noo e 1z.Cooling systems xemm, Emmp"cr ft2 1.33mft. 0,300 Insulation Area n= nn sa,, ounr R~ 190 04o0n" R= nonon^ 13. Heating systems a. Electric Heat Pump 14.Hot water systems a. Electric u 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) inthis home before final inspection. Othemwioo, u new EPLDisplay Card will be completed based oninstalled Code compliant features. Builder Signature: Address of New Home: City/FLZip: kBtwhr Efficiency Cap. *ngallons Er:osw Note: This isnot aBuilding Energy Rating. Uyour Index kabelow 7\ your home may qualify for energy efficient mortgage (EEK4)incentives ifyou obtain aFlorida EnergyGeugeRating. Contact the Enorgy8augeHotline 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 Label required by Section R303.1 3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/2/2017 3:00 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Irp'DEL-AIR manual S Compliance Report Entire House Job: Date: By: Lot 35 Reagan Pointe 74 01.03.17 BENTLEY DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 Project Information For: DAVID WEEKLEY HOMES Design Conditions Outdoor design DB: 93.0°F Sensible gain: 21039 Btuh Outdoor design WB: 75.2°F Latent gain: 3395 Btuh Indoor design DB: 75.0°F Total gain: 24434 Btuh Indoor RH: 50% Estimated airflow: 953 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Actual airflow: 953 cfm Sensible capacity: 22007 Btuh Latent capacity: 4715 Btuh Total capacity: 26723 Btuh Design Conditions Outdoor design DB: 40.9°F Indoor design DB: 70.0°F Model: CH14NB0300000AO+FB4CNP030L 105% of load 139% of load 109% of load SHR: 82% Heat loss: 20616 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000AO+FB4CNP030L Actual airflow: 953 cfm Output capacity: 27688 Btuh 134% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 953 cfm Output capacity: 5.2 kW 85% of load Temp. rise: 50 'F Meets are all requirements of ACCA Manual S. Entering coil DB: 76. 1'F Entering coil WB: 63.1°F Entering coil DB: 69.6°F Capacity balance: 33 'F Economic balance: -99 'F 2017-Mar-02 15:02:10 wrightsoft' Right-SuiteO Universal 2017 17.0,16 RSU24005 Page I ACA... t35ReaganPointe7499A\Lot35ReaganPointe7499A.rup Calc = MJ8 House faces: NE QDEL-AIR Component Constructions Entire House Job: Date: By: Lot 35 Reagan Pointe 74... 01.03,17 BENTLEY DEL AIR HEATING &AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project Information For: DAVID WEEKLEY HOMES Design Conditions Location: Indoor: Heating Cooling Orlando Sanford, FL, US Indoor temperature ('F) 70 75 Elevation: 56 ft Design TD ('F) 29 18 Latitude: 29'N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 2.5 387 Dry bulb ('F) 41 93 Infiltration: Daily range ('F) - 17 M Method Simplified Wet bulb ('F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft, BtuhlW-'F ft'-'F/Btuh Btu h AV Btuh Btu h 4e Btu h Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int ne 180 0.091 13.0 2.65 477 2.37 427 fnsh, 2"x4" wood frm, 16" o,c, stud se 434 0.091 13.0 2.65 1148 2.37 1028 sw 160 0,091 13.0 2.65 422 2,37 378 nw 434 0,091 13,0 2.65 1148 2,37 1028 all 1207 0.091 13,0 2.65 3196 2,37 2861 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum ne 177 0167 3.0 4.86 862 3,31 588 board int fnsh se 200 0.167 3.0 4.86 974 3.31 664 nw 288 0167 10 4.86 1397 3,31 953 all 665 0.167 10 4.86 3233 3.31 2205 166-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" ne 11 0,049 19.0 1.43 16 2.67 29 gypsum board int fnsh se 9 0.049 19.0 1.43 13 2,67 24 sw 11 0.049 19,0 1.43 16 2,67 29 nw 9 0.049 19,0 1.43 13 2.67 24 all 40 0.049 19.0 1 A3 57 2.67 107 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 252 0.091 13.0 2.65 667 1.47 370 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, cir outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, ne 16 0.340 0 9,89 154 22.5 350 1/8" thk: NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (5,2 ft window ht, 4.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, ne 16 0.340 0 9.89 154 22.5 350 1/8" thk; NFRC rated (SHGC=0.30), 50% drapes, medium; 1.3 ft overhang (5.2 ft window ht, 5.3 It sep.); 6.67 ft head ht 2B-2fv: 2 glazing, cir outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, ne 4 0.340 0 9,89 37 22.5 84 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (2.5 it window ht, 11,67 ft sep.), 6.67 ft head ht 2B-2fv: 2 glazing, cir outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, ne 14 0.340 0 9.89 134 22.5 303 1/8" thk; NFRC rated (SHGC=0.30): 50% drapes, medium; 13 ft overhang (4.5 ft window ht, 15 it sep); 6,67 ft head ht 2017-Mar-02 15:02:10 wrightsoft' Right-Suite(g) Universal 2017 17,0. 16 RSU24005 Page I t35ReaganPointe7499ANLot35ReaganPotnte7499A.rup Calc = MJ8 House faces NE 2B-2fv: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 12 0340 0 9.89 119 19.7 236 1/8" thk; NFRC rated (SHGC=0,30); 50% drapes, medium; 1.3 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 36 0,340 0 9,89 356 23,2 834 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft se 24 0.340 0 9.89 237 23.2 556 overhang (6 ft window ht, 11.67 ft sep.), 6.67 ft head ht all 60 0.340 0 9.89 594 23.2 1391 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, sw 52 0,340 0 9,89 514 20,5 1064 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 13 ft overhang (5.2 ft window ht, 1 ft sep.); 6.67 ft head ht 28-2fv: 2 glazing, cir outr, air gas, vni frm mat, cir low-e innr, 1/4" gap, nw 12 0.340 0 9.89 119 22.5 269 118" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.3 ft overhang (2 ft window ht, I ft sep.); 6,67 ft head ht 28-2fv * 2 glazing, cir outr, air gas, vnl frm mat, cir low-e innr, 1/4" gap, nw 24 0.340 0 9.89 237 22.5 539 1/8" thk, NFRC rated (SHGC=0.30); 50% drapes, medium, 1,3 ft overhang (4 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgi type ne 24 0,600 6.3 17,5 419 18.6 447 11 DO: Door, wd s c type n 18 0.390 0 11.3 203 12.1 216 Ceilings 166-38ad: Attic ceiling, asphalt shingles roof mat, r-38 cell ins, 1/2" 1111 0.026 38.0 0.76 840 142 1575 gypsum board int frish Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir frish, r-19 cav ins, amb 99 0.050 19'0 1.45 144 0.73 72 ovr 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir frish, r-19 cav ins, gar ovr 446 0,050 19.0 1,45 648 0.73 324 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir frish 85 0.989 0 28.8 2446 0 0 2017-Mar-02 15:02:10 wrightsoft, Right-Suite(O Universal 2017 IT0,16 RSU24005 Page 2 t35ReaganPointe7499A1Lot35ReaganPointe7499A.rup Calo = MJ8 House faces: NE r.DEL-AIR Project Summary Entire House Job: Date: By: Lot 35 Reagan Pointe 74 01.03.17 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 03.02.2017 Weather: Orlando Sanford, FL, US Winter Design Conditions Outside db 41 'F Inside db 70 'F Design TD 29 'F Heating Summary Structure 17979 Btuh Ducts 2637 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20616 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatin olCo1incArea ( ft2) 16N J% Volume (ft3) 15261 15261 Air changes/hour 0.50 0.26 Equiv. AVF (cfm) 127 66 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO30000OA0 AHRI ref 9162305 Summer Design Conditions Outside db 93 F Inside db 75 F Design TD 18 F Daily range M Relative humidity 50 Moisture difference 39 gr/lb Sensible Cooling Equipment Load Sizing Structure 17392 Btuh Ducts 3647 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Equipment sensible load 21039 Btuh Latent Cooling Equipment Load Sizing Structure 2537 Btuh Ducts 857 Btuh Central vent (0 cfm) 0 Btuh gone) Equipment latent load 3395 Btuh Equipment total load 24434 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A0 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 Co) 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 0,046 cfm/Btuh Air flow factor 0.045 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 = 33 'F Backup: Input = 5 kW, Output = 17603 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 201 7-M ar-02 15 02: 10 wrightsoft' Right-Suite0) Universal 2017 17,016 RSU24005 Page 1 t35ReaganPointe7499A\Lot35ReaganPointe7499A.rup Calc = MJ8 House faces: NE 9DEL-AIR Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 35 Reagan Pointe 7499 Date: 01.03.17 By: BENTLEY 1 Room name Entire House Powder 2 Exposed wall 231.0 ft 16.5 ft 3 Room height 9.1 ft 9.3 ft heat/cool 4 Room dimensions 6.0 x 6,5 ft 5 Room area 1676,8 ft' 39.0 ft' Ty Construction U-value Or HTIVI Area (ft') Load Area (w) Load number BtuNft'-'F) Btutvft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat T Cool Gross I N /P/S Heat Cool 16 W 12C-Osw 0.091 ne 2.65 2.37 212 180 477 427 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 16 0 154 350 0 0 0 0 2A-2ov 0.340 ne 9.89 22.45 16 0 154 350 0 0 0 0 W 13A-3ocs 0.167 ne 4.86 131 219 177 862 5W 56 52 253 173 11 2B-2fv 0,340 ne 9.89 22.45 4 0 37 84 4 0 37 84 GAD 2B-2fv 0,340 ne 9.89 22.45 14 0 134 303 0 0 0 0 11j0 0.600 ne 17,465 18.63 24 24 419 447 0 0 0 0 W 166-1 0.049 ne 1. 4389 2.67 11 11 16 29 0 0 0 0 W 12C-Os 0,091 se 2.65 2.37 446 4341 1148 10289adw00100 L---G 2B-2f, 0.340 se 9. M66 12 3 119 236 0 0 0 0 W 13A-3ocs 0,167 se 4.86 131 260 200 974 664 60 60 294 200 2A- 2ov 0.340 se 9.89 23.18 36 0 356 834 0 0 0 0 2A- 2ov 0.340 se 9.89 23.18 24 0 237 5% 0 0 0 0 W 166-19ad 0.049 se 1,43 2.67 9 9 13 24 0 0 0 0 W 12C-0sw OMI sw 2.65 2.371 212 160 422 378 0 0 0 0 L--- G 2A-2o, 0.340 sw 9.89 20,47 52 11 514 1064 0 0 0 0 W 1613-19ad 0.049 sw 1.43 2.67 11 11 16 29 0 0 0 0 W 12C-0sw 0.091 nw, 2,65 2,37 446 434 1148 1028 0 0 0 0 L- G 2B-2fv 0.340 nw 9,89 22.45 12 0 119 269 0 0 0 0 W 13A-3ocs 0,167 nw, 4.86 3.31 312 288 1397 953 37 37 181 123 L- G 2B-2fv 0,340 nw, 9.89 22.45 24 0 237 539 0 0 0 0 W 11613-19acl 0.049 nw 143 2.67 9 9 13 24 0 0 0 0 P 12C-Osw 0,091 2.65 1.47 270 252 667 370 0 0 0 0 1 0 11D0 0.390 n 11.35 1211 18 18 203 216 0 0 0 0 C 166-38ad 0,026 0,761 1.421 1111 1111 840 1 575 0 0 0 0 F 20P-19r; OMO 1.45 0.73 991 99 144 72 0 0 0 0 F 2OP-19c 50 45 0.731 446 446 648 324 0 0 0 0 F 22A-cpl OM9 2k78 OM 566 85 2446 0 39 17 475 0 6 c) AED excursion 01 18 Envelope loss/ gain 13916 127651 1239 563 121 a) Infiltration 4063 1307 291 94 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 17979 17392 1530 656 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17979 17392 1530 656 15 Duct loads 15% 21% 2637 3647 10% 1 0% 153 66 Total , room load 20616 210391 1683 722 Air required ( cfm) 953 1 3 78 1 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Mar- 02 15: 2:10 wrillqhtw oft* 0 e Right- SuiteOUniversal201717,0,16 RSU24005 Page 1 t35ReaganPointe7499A\Lot35ReaganPointe7499A. rup Calc = MJ8 House faces: NE DE'L-AIR Right -JCS Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 35 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Great/Kitchen Mstr Bdrm 2 Exposed wall 68.5 ft 32.5 It 3 4 Room height Room dimensions 9.3 ft heat/cool 1.0 x 527.0 If 9.0 It heat/cool 1.0 x 257.0 It 5 Room area 52TO ft' 257.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number Btuh/ftz'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 ne 2,65 2.37 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 13A-3ocs 0.340 0.340 0.167 ne ne ne 9.89 9,89 4.86 22.45 22.45 3.31 0 0 163 0 0 125 0 0 609 0 0 415 0 0 0 0 0 0 0 0 0 0 0 0 1-- G W 11 2B-2fv 26-2fv 11J0 0.340 0.340 0.600 ne ne ne 9.89 9.89 17.46 22,45 22.45 18.63 0 14 24 0 0 24 0 134 419 0 303 447 0 0 0 0 0 0 0 0 0 0 0 0 W WI--G 16B-19ad 2B-2fv w 0.049 0.0340I ne se 1.43 9.89I 2,67 19.66 0 0 0OI 1 0 p 0 0 11 130 11 130 16 0 29 00 W W L G W 12A ?19ads 12C-0sw 2A-2ov 166-19ad 00.340 0.091 0.340 0.049 se sw sw sw 9,89 I 2.65 9,89 1.43 23,18 2.37 20.47 2.67 0 0 0 0 OI 0OI0 37 0OI0 0 0010 9I 144152 11 9 92I11 11 10 244I514 16 24 218 1064 29 W 12C-0sw 2B-2fv 13A-3ocs 0.091 0.340 0.167 rrw nw nw 2.65 9.89 4.86 2.37 22.45 3.31 0 0 274 00I250 0OI1217 0 0 830 18 0 0 18 0 0 411 0 0 43 0 0W I--C. 2B-2fv 12C-0sw 11 DO 166-38ad 0.340 I 0.091 0.026 nw nn 9.89 12.65I 0.76 22,45 11.47 1.42 24 270 0 0 218I 0 237 667 0 539 370 0 0 0 257 0 0 257 0 10 194 0 20 365 P L-D C F 2OP-19c I 0.050 1.45 0.73 OI OI 0 0 32 32 47 23 COI COI 320 1 F 22Acpl i 0.989 i 28. 8 0.00 I 5277II 69 I 19711 0 0 I 6 c) AED excursion 422 316 Envelope loss/gain 6730 4553 1777 2609 12 a) Infiltration b) Room ventilation 1207 0 388 0 630 0 203 0 13 Intemal gains: Occupants @ 230 3 690 1 230 Appliances/other 120 600 Subtotal (lines 6 to 13) 7937 6831 2407 3642 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 7937 6831 2407 3642 15 Duct loads 10% 10% 794 683 20% 29% 478 1066 Total room load 8731 7514 2885 4707 Air required (cfm) 404 340 133 213 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. YYr htS:oft' 2017-M ar-02 15:02: 10 Right -Suite@ Universal 2017 17.0.16 RSU24005 Page 2 t35ReaganPointe7499A\Lot35ReaganPointe7499A.rup Calc = MJ8 House faces: NE C EL -AIR Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 35 Reagan Pointe 7499 ... Date: 01,03.17 By: BENTLEY 1 Room name Utility Mstr WC 2 Exposed wall 14.0 If 3.5 It 3 Room height 9.0 ft heat/cool 9.0 If heat/cool 4 Room dimensions T5 x 6.5 ft 6.0 x 3.5 It 5 Room area 48.8 ft2 21.0 ft2 Ty Construction U-value Or HTM Area (w) Load Area (ft') Load number Btuh/ft'-°F) Btuh/ft,) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/PIS He Cooi Grass N/P/S Heat Cool 6 W t---G W 12C-0sw 2A-2ov 2A-2ov 13A-3ocs 0.091 0,340 0,340 0,167 ne ne ne ne 2.65 9.89 9.89 4.86 2.37 22.45 22.45 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 26-2fv 11Jo 0,340 0.340 0,600 ne ne ne 9.89 9.89 17.46 22.46 22.45 18.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 Q 0 QL 2B-2fv 91 0230 30 70L-G 2Be2fv 13A-3ocs 2A-2ov 0.a340 0.167 0,340 se se se 9.89 4.86 9.89 19.66 3,31 23.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0I 0 0 0 0 W W W W 2A-2ov 16B-19ad 12C-0sw 2A-2ov 16B-19ad 0.340 0.049 I 0.091 0.340 0.049 se se sw sw sw 9.89 1.43 2.65 9.89 1.43 23,18 2.67 2. 37I20.47 2.67 0 0 68 0 0 0 0 68 0 0 0 0 179 0 0 0 0 160 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 2B-2fv 13A-3ocs 26-2fv 16B-19ad 12C-0sw 11 D0 122Acpl 0.091 0.340 0.167 0,340 0,049 0.091 0.390 nw nw nw nw nw n 2.65 9.89 4.86 9.89 1.43 2.65 11.35 2.37 22.45 3.31 22.45 2.67 1.47 12,11 59 0 0 0 0 0 0 49 59 0 0 a 0 0 0 155 0 0 0 0 0 0 37 139 0 0 0 0 0 0 69 0 0 0 0 0 0 0 21 0 0 0 p 0 0 0 21 0 0 0 Q p p 0 10 0 0 0 0 0 0 0 30 W W P D F 20P-19c 0.05Q I 1.45 0.730.73 26 26 261 38 19 0 0 0 0 F 2OP-19c 0.050 1.45 0.73 23 23 33 17 21 21 31 15 F 0. 050 I 2145 0.00 0 I 0 0 0 I I 0 0 0 0 6 c) AED excursion 63 8 Envelope loss/gain 441 340 130 112 12 a) infiltration b) Room ventilation 239 0 77 0 60 0 19 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lases 6 to 13) 680 1017 190 131 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 680 1017 190 131 15 Duct loads 20% 29% 135 298 20% 1 29% 38 3$ Total room load 815 1315 227 169 Air required (cfm) 38 60 11 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wirighkw4ft Right-Suitet Universal 2017 17.0,16 RSU24005 2017-Mar-02 1 page 3 t35ReaganPointe7499AtLot35ReaganPointe7499A.rup Calc = MJ8 House faces: NE 9 CiEL -AIR Right-JQ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.831-2665 Job: Lot 35 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Mstr WIC Mstr Bthmn 2 Exposed wall 0 ft 11.5 ft 3 4 Room height Room dimensions 9.0 ft heat/cool 6.5 x 9.5 ft 9.0 ft heat/cool 1.0 x 112.8 It 5 Room area 61.8 ft' 112.8 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft`) Load number StutVftx °F) Btutvfta) or perimeter (ft) 6(uh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/PIS Heat Cool 6 W 12C-0sw 0,091 ne 2.65 2.37 0 0 0 0 0 0 0 0 2A-2ov 2A-2ov 13A-3ocs 0.340 0.340 0,167 ne ne ne 9.89 9.89 4.86 22.45 22.45 3.31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W 11 2B-2fv 2B-2fv 11J0 0.340 0,340 0,600 ne ne ne 9.89 9.89 17,46 22.45 22.45 18.63 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I( 0 0 0 0 0 0 0 0 0 W 1; W 12C-Oswd 2B-2fv 13A-3ocs 2A-2ov 0 O.340 0.167 0.340 se se se 9. 9 4.86 9.89 37 19. 3.31 23.18` O 0 0 Q 0) 0 0 0 0 0 0 0 0 1041 0 0 92 0 0 242 119 0 0 217 236 0 0 W W W 166-19ad 12C-0sw 2A-2ov 16B-19ad I O.Q49 0.091 0.340 0.049 se sw sw sw 1.43) 2.65) 9.89 1.43 22.671 2.37 2Q.47 2,67 O) 0OI0 0) 0 0 0 0 0 0 0 0 0OIO 0 0 0 0 Q 0 Q 0 0 O 0 0 0 O 0 0 W 12C-0sw 2B-2fv 13A-3ocs 2B-2fv 12C-0sw 11DO 166:38ad 0.091 0.340 0.167 0,340 I 0.090 0.026 nw nw nw nw 2,65 9.89 4.86 9.89 11.35 0.76 2.37 22.45 3.31 22.45 12.11I 1.42 0 Q) 0 0 O) 62 0 0 0 0 0) 62 0 0 0 0 0 47 0 0 0 0 0 88 0 0 0 0f 01 113 0 0 0 0 Q 113 0 0 0 0 0 85 0 0 0 0 0 160 W G P c) C F 20P-19c I 0.050 1.45 0.73 O) 0 0 0 0 Q 0 0 F 2OP-19c 0.050 1.45 0.73 39 39 57 28 5/ 51 74 37 F 22Acpl 0,989 I 28.78 O.QOI 0 I 0 I 0 I 0 0 I I 0 I 0 I 0 I 6 c) AED excursion 7 97 Envelope lass/gain 103 109 521 747 12 a) Infiltration 0 0 196 63 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1103 109 717 810 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 103 109 717 810 15 Duct loads 20% 29% 21 32 20% 29% 142 237 Total room load 124 141 859 1047 Air required (cfm) 6 6 1 40 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wlrightnsatalFt' Right-Suitegr Universal 2017 1TOA6 RSU24005 2017-Mar-02 1 Page14 A( ...t35ReaganPointe7499A\Lot35ReaganPointe7499A.rup Calc = MJ8 House faces: NE 9 I QEL--A IR Right-JO Worksheet M CQNWM**m Enure House DEL AIR HEATING &t AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831.2665 Job: Lot 35 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Bthrm 2 Bdrm 2 2 Exposed wall 5.5 ft 29.5 ft 3 4 Room height Room dimensions 9.0 ft heat/cool 8.5 x 5.5 ft 9.0 ft heat/cool 1.0 x 171.3 ft 5 Room area 46.8 ft' 171.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (W) Load number Btuh/ft'-'F) Btuhlft') or perimeter (ft) Stuh) or perimeter (ft) Btuh) Heat Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 ne 2.65 2.37 0 0 0 0 113 97 257 230 2A•2ov 0,340 ne 9.89 22.45 0 0 0 0 16 0 154 350 2A-2ov 0,340 rte 9,89 22.45 0 0 0 0 0 0 0 0 W 13A-3ocs 0.167 ne 4,86 3.31 0 0 0 0 0 0 0 0 11 2B-2fv 0,340 ne 9.89 22,45 0 0 0 0 0 0 0 0 2B-2fv 0.340 ne 9,89 22.45 0 0 0 0 0 0 0 0 11J0 0.600 ne 17.46 18.63 0 0 0 0 0 0 0 0 L_G 12B-2fyw 13A- 3ocs 0. 340 0. 167 ssee se 9. 89 19.66 0 0 130 1100 130 130 0 0 tj se 9.889 23.43 0 W W 2ov 19ad 12C- 0sw 0. 0349 0. 091 se sw 2.651 688 2. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--- r, 2A-2ov 0.340 sw 9.89 20,47 0 0 0 0 0 0 0 0 W 16B-19ad 0,049 sw 1,43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw 0,091 nw 2.65 2.37I 0 0 0 0 23 23 60j 53 L__ G 2B-2fv 0.340 nw 9.89 22.45 0 0 0 0 0 0 0 0 W G 13A- 3ocs 2B- 2fv 0. 167 0. 340 nw nw 4. 86 9. 89 3. 31 22. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 nn I-D 1DO 0.390 11.35 12,11 0 0 0 0) 0 0 0 0 C 1613-38ad 0.026 0.76 1.42 47I 47 35 66 171 171 130 243 F 2OP-19c 0.050 1.45 0.73 0 0 0 0 41 41 60 W F 22Acpl I 0,989 28.78 I 0, 00 0 0 I 0 0 0 0 0 0 6 c) AED excursion 12 10 Envelope loss/gain 166 171 1006 1226 12 a) Infiltration 94 30 503 162 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants Q 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 260 201 1509 1387 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redlstribution 0 0 0 0 14 Subtotal 260 201 1509 1387 15 Duct loads 20% 29% 52 59 20% 29% 300 406 Total room load 312 260 1808 1793 Air required (cfm) 14 12 84 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr ightstvTV 2017-Mar-02 15:02:10 4GA Right - Suite@ Universal 2017 170.16 RSU24005 Page 5 t35ReaganPointe7499A\ Lot35ReaganPointe7499A.rup Calc = MJ8 House faces: NE QE ,i4,IR Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot 35 Reagan Pointe 7499 ... Date: 01.03.17 By: BENTLEY 1 Room name Bdrm 3 Hall/Stairs 2 Exposed wall 23.0 ft 26.5 It 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions MO x 12.0 ft 1.0 x 259.5 ft 5 Room area 132.0 ft2 259.5 ft' Ty Construction U-value Or HTM Area (fe) Load Area (fe) Load number Btuh/ft'-'F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) 6tuh) Heat Cool Gross N/P(S Heat Cool Grass N/P!S Heat Coal 6 W 12C-0sw 0,091 ne 2.65 2.37 99 83 221 198 0 0 0 0 2A-2ov 0.340 ne 9.89 22A5 0 0 0 0 0 0 0 0 2A-2ov 0.340 ne 9.89 22,45 16 0 154 350 0 0 0 0 W 13A-3ocs 0,167 ne 4,86 3.31 0 0 0 0 0 0 0 0 11 2B-2fv 0,340 ne 9.89 22.45 0 0 0 0 0 0 0 0 26-2fv 0.340 ne 9.89 22.45 0 0 0 0 0 0 0 0 11,10 0.600 ne 17,46 18.63 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 ne 1.43 2.67 0 0 0 0 0 0 0 0 W 12C-0sw Q.091 se 2,65 2.37) 0 OI OI 0 0 0 0 0 L-.O 2B-2fv 0,340 se 9.89 19.66 0 Q 0 0 0 0 0 Q s I2p3Qse9M2189a2. 0W0000OI0 W 12C-Osw 0,091 sw 2,65 2,37 0 0 0 0 0 0 QI 00L--L 2A-2ov 0,340 sw 9.89 20.47 0 0 0 0 0 0 0 4 W 16B-19ad 0.049 sw 1.43 2.67 0 0 0 0 0 0 0 W 12C-0sw 0.091 nw 2.65 2. 37I 108 108 286 256 239 227 600I 537 26-2fv 0.340 nw 9.89 22.45 0 0 0 0 12 0 119 269 W 13A-3ocs 0.167 nw 4.86 3.31 0 0 0 0 0 0 0 0 2B-2fv 0.340 nw 9.89 2 2. 45 0 0 0 0 0 0 0 0a W 16B-19ad 0,049 nw 1.43 2.67 0 0 0 0 0 0 0 0 P 12C-0sw 0,091 2.65) 1.47 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 11.35 12.11 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0.76I 1,42 132 132 100 187 260 260 196 368 F 2OP-19c 0,050 1,45 0.73 0 0 0 0 0 0 0 0 8QI 80 12061 63 F 22Acpl i 0.98 I I 28.78) I II 0,00 Ii I 0 I I 0 I I I I QI I OiIj I I I I 0 I 0 I 6 c) AED excursion 25 82 Envelope loss/gain 761 1016 1041 1319 12 a) Infiltration 392 126 452 145 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other Q 0 Subtotal (lines 6 to 13) 1153 1142 1493 1464 Less external load 0 Q 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1153 1142 1493 1464 15 Duct loads 20% 29% 229 334 20% 29% 297 429 Total room load 1382 1477 1789 1893 Air required (cfm) 64 67 83 86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig htgsoft, 2017-Mar-02 15:02:10 Right-Suitet Universal 2017 17.0.16 RSU24005 Page 6 t35ReaganPointe7499A\Lot35ReaganPointe7499A.rup Calc = MJ8 House faces: NE i:co AlQEL-R Duct System Summary Job: Date: Lot 35 Reagan Pointe 74 01.03.17 MM-Mi""'Mm' 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 0.265 in/100ft 953 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.265 in/100ft 953 cfm 128 ft I Supply Branch Detail Table Name Design Btuh) Htg cfm) CIg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk Bdrm 2 h 1808 84 81 0.339 6.0 OX0 VIFx 15.3 85.0 st2 Bdrrn 3 C 1477 64 67 0,332 6.0 OX0 VIFx 17,4 85.0 st2 Bthrm 2 h 312 14 12 0.357 4.0 OX0 VIFx 10.3 85.0 st2 Great/Kitchen h 4365 202 170 0.281 8.0 OX0 VIFx 25.9 95.0 SO Great/Kitchen-A h 4365 202 170 0.274 8.0 Ox 0 VIFx 29.0 95.0 SO Hall/Stairs c 1893 83 86 0,346 6.0 OX0 VIFx 13.4 85.0 st2 Mstr Bdrm c 4707 133 213 0,283 8.0 OX0 VIFx 19.9 100.0 st3 Mstr Bthrm c 1047 40 47 0.275 5.0 OX0 VIFx 23.8 100.0 st3 Mstr WC h 227 11 8 0.281 4.0 OX0 VIFx 21.0 100.0 st3 Mstr WIC c 141 6 6 0,278 4.0 OX0 VIFx 22.5 100.0 st3 Powder h 1683 78 33 0.278 5.0 Ox 0 VIFx 27.3 95.0 SO Utility c 1315 38 60 1 0.265 1 5.0 1 OX0 VIFx 28,1 100.0 1 st3 I Supply Trunk Detail Table Trunk Htg CIg Design Veloc Diarn H x W Duct Name Type cfm) cfm) F R fpm) in) in) Material Trunk st3 Peak AVF 227 334 0.265 613 10.0 0 x 0 VinIFIx st2 SO Peak AVF 481 373 0.274 613 12.0 0 x 0 VinIFIx st2 Peak AVF 1 472 1 580 1 0.265 1 543 1 14.0 1 0 x 0 VinIFIx 2017-Mar-02 15:02:12 wrightSOft' Right-SuiteO Universal 2017 I7.0,16 RSU24005 Page 1 AM ... t35ReaganPointe7499A\Lo(35ReaganPointe7499A.rup Calc = MJ8 House faces NE Return Branch Detail Table Name Grille Size (in) Htg cfm) Cig cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbl OX0 953 953 0 0 0 0 Ox 0 VlFx 2017-Mar-02 15:02:12 wrightSoft' Right-Suitee Universal 2017 17 0,16 RSU24005 Page 2 14M , t35ReaganPointe7499A\Lot35ReaganPointe7499A.rup Cale = MJ8 House faces: NE FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin2 Performance and Prescrietive Methods IADDRESS: 4611 Tampico Way Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings, The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R4024.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402,41.1 and R402.4.1,2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction, R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4,11.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance, R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures: 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 0 R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. 0 R402*3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 03 cfm per square foot (1,5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2,6 L/s/m2), when tested according to NFRC 400 or AAMAiWDMA/CSA 101/I.S.21A440 by an accredited, independent laboratory and listed and labeled by the manufacturer, Exception: Site -built windows, skylights and doors. 0 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTIVI E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 L/min) per 100 square feet (9,29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 L/min) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 3/2/2017 100 PM EnergyGauge@ USA - FlaRes20114 - Section R405,4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. Q R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1, R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1 A 5 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 3/2/2017 3:00 PM EnergyGauge@ USA - FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. Q R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. Q R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403,8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403,9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 11403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O 11404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 3/2/2017 3:00 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 24'"0' IB-r 7-10' 4" -1' f'" 0' <' T 6T.> v w OWNERSRETREAT M 215 raw] Cam_ iU UUM LOFTi ISM E"I I11 i;1W.1`_ W. _ 1 if" R 1 -lwcd1lwcd 1 o Zan g s 3-r 916, SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9' - O' UNLESS NOTED OTHERWISE HZ221K Q ARDI4TZ ARDI2TZ t 8CPRDI0 DATS C7735A I box 40va trans za 20 n=DAG qTH63MUIW0DAG NOTE TO BUILDERMIST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOV DOORS TO HABITABLE ROOMS Transfer ducts/grllts sized In comp(lance with Ftorlda Residentlat BAitding Code-M1602.4 batanced return air. EXCEPTIONS 1-3 FLORIDA Core Plan Notes 090B115 ALL SEOTSOOM 1WPCXOWS TO MEE1 EGRESS EQLK SASH WNDOWSPEF1, COMWIM SPECS. KRCHEN XPPLANCESPER OONAUNITY SPECS STAIR TRIM PER CDXSU47Y SPECS. SEE NT DUAL EXTERIOR STEPS' MN. X WIDE, IT DEEP b. MAX 7 W W44 MAXI IZ'W.HTRIESHOLDkTEXTURORDOOFIS MRN. 20 M91EfCRTE FSE RATP}, 71@" SOLD WOOD. :'. iE° SCt!D OR HONEYC(M6 CORE STEEL. DOOR BETWEEN GARAGE & UVTNGSPRCE AND EOUPPED VrNA SELF-CLCSNG DEVRCE- SrTYPEA FIRE-PATED)GYPSUW BOARD AT GAIRAGECEUIC WHEN ABLE ARTE AEOVE. 1 2' GYPSLW BOARD AT ALL GARAGE WALLSCEILING5 W, SEPARATGARAGE FROM RESIDENCE OR ATTIO R312. 2.I WAROOW SILLS, IN DWELLWG CMtlTS, WHERE THE OPENING OF AN OPERABLE W NDOW 6 LOCATED MORE THAN 72 PJC ESABOVE THE FIND GRADE OF SkFFACE BELOW THE LOWEST PART OF TIE CLEM CPE!" SHALL BE A MMMW OF 24 INCHES ABOVE THE FKrW:D FLOOR OF THE A OM N WHICH THE WINDOW IS LOCATED. OPERAE.E SECTIONS OF WNDOWS SHALL NOT PEFAff OPENINGS THAT ALLOW PASSAGE OF A44f: DIAMETER SPHERE WHERE SKHOPENNGS ARE LOCATED WITHIN 24 INCHES 01 FKS4I D FLOOR R6ir 7.I AMCHO%NGREOUI iE WN'S" V00OW AND CLASS 0006 ASSEkSLES SHALL BE ANCHORED IN ACCORDANCE WITH THE P'%l HED MA90ACTUE'S RECOMMENGAT06 TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE SYSTEMS USED FOR S ISSTRATES NOT SPECIFIED BY THE FENESTRATION MANGFACTURER SHALL PROVIDE Ea AL OR GREATER ANCHDR111hr. PERFORMANCE AS DEMONSTRATED BY ACCEPTED EHGNEERNGPRACTICE TUSSHOWER WALL HT. VARIES PER TUB INN. TUSMALL HTS 20' OR 23' PER TUB SPECS, VERIFY N FIELD E CORT'l a ()ey 2< Er 20'- Pf 4'-1' r cr ,c D- r o• LkE COF Ft-OORAHOVE t 42X42 A/C S BY BLDR MIN 2' FROM wadPAD r 2 CAR r GARAGE 5 B4CLD, = -- - 2. 5 TON V/SKV 2240V IPH kJ ptatfiora by Z-1--- btdro Iex10 pate,n scale 2242 rad 2XfiWAEt Al 3 w 2 276 13" 61 b fib p! 6 FAMI LY DININGb IWO 4wcd < 0x10 4rr 179 m 14' x10' 512- r 101,7 N f h tfg r N L0 N KITCHEN ti rn 2 i 8II rr zr a" ; OW SCAM f z7 & e aG k i r 3, a56 FFtOORABOVE t/18.C'0` Yeast to ' r0044P 3-d W a n zr.a FIRST FLOOR NOTE: ALL 1 ST FLR. CEILING HEIGHTS R Q t I n 9' - 4" UNLESS NOTED OTHERWISE Must have a minimum clearance of 4 Inches around the air handler ' ' eS '"Ehe't`W tbW.cs.vERIF'AWL'duct has an r=6 insutation value. L CL CC\ v W O 1 W LL1 Fes_ y ZEU J O Q1 LD Q- i\ 3 Q c:> T d rn tV V • V3 l / ON d o A l ` M QL d z a_ W m N L. LLI1Z Q Q 0 D Q W in Q- i c!) C) C] 20AM LEGAL DESCRIPTION: LOT 35, REAGAN POINT 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 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES a j, Il TAMPICO WAY SANFORD, FLORIDA 32773 RIP 4611 Tampico Way 4"= Proposed Elevation Sanford, FL 32773 CNPv s, 16 '7 IiN Area Calculations ff \I Total Lot Area= 2040 sq ft (100%) Impervious Area= 42" ft (59%) 12-tiCt';0, to r, fVtPerviousArea=-844 sq ft (41 %) Elevations are based on civil grading plans. Lot is Type "A/B" Grading Plan P.T. located on Lot 34 0 kp 0a. o, Tract "B" \1 Open Space/Recreation Common Area) I Field Date: 2/28/2017 jDate Completed: 208/2017 Drawn By: M.C. I Pile Number:IS,35070PP Legend- c Calculated PC Point of Curvature I Centodine PIT Page Concrete Black PI Point of Intersection CM Concrete Monsurnont P.O.B.- Point of Beginning Con'. Concrete P.O.L.- Point on Lino 0 Description RIP Pa""Pol OL Drainage Easement PRM Permanent Reference Lsmt, Lasoment Monument FLWA. F aderal Emergency PT Rotor of Igloo- Management Age" R Radius F+L Finished Floor I-Jesurtion Rod, Radial Fnd FoundR&C Reba, 8 Cap P Iron Pipe Roc' Recovered Length (Arc) Rfd. Reefed Isil Measured Set • Set '4" Rebta& N&D Nall & Uisk ROOM Cap "LB 762,S' N.R. Non -Radial I yp I ypical OHS Official Phatems Book LIE Utility Lahnills, I P plat wlyl Water motor pa, Plat Book A units (Central Angle) 0- Wood F-- 0— Chino Link Forke Lot 34 o, 00. 0• \ t 0 0 0 Is o. 10 P 0- 0 cl, -.0C, ... N No P 613 0, Lot 36 0- This is NOT a Boundary Survey 1",v1,,,IT-1,pot 111, 11,11 U1110pt. ho, SuppliedbeClient. 'Aluatin, Properties Deeds have NOT bi,ers Aeuvached for Gaps, Overlaps and/or Hiatus. Share, 1 to any Easements and/or R,,, locures, of Rilo,od Bearing basis shown hereon, is Assumed and Based upon the Line Denoted with a '88' H., lduuj Ties are NOT to be used to no-1-1 Property L, re, Fe— Ownership is NOT determined. Roof Overhangs, Underground Unlines and/or footers have NOT been located UNLESS aht— i" ioned, Septic ranks and/or Diraudeld locations are apphor-ate and MUST be verified by appropriate Utility Lo-ocon Coop aii— Use or This Survey (or Purposes other than Intended, Without Written Verification, Will be at the UteKt Sole Risk and Without Lhibility to the Surveyor Nothing Herea, shall be Coved to give ANY Rights or Benefits to Anyone Other than (hose Cio"fied PO;NTS OF fNT E cur, ST PROPOED DRIVEWAY AND SIDEWALK CROSS S'UTIL(TY EASEMENTS DilazuSigned by; k ( Mtoill"J P#M& BICED63FCAE64FB. Graphic Scale 16' 26- 410' Scale: 1"=20' in and Con - I to it'. Bied or y Istayarlecloo and Belief a., .,."fly clol, my UVrento on the Obdo Shown, Based an larkarritak. tarnished to Me Noted and Conforms to the standards Of PmQtkaO for Land SU"Qyir theState of FloridaIn aCcoirda-ee with Chaplet 5J-1 7U52 norkia, ofinfaballse Codes. Pursuant tqAkatlon 472,027 Flaind. Statutes. MYRF? jowl Patrick K. Irelan Y, aooPW'6637 LB 7623 This Survey N, Wsintend I. fo useofSaid Certified Parties, This Sursielf 0TVALID LINI. I aid Embossed with Surveyors Seal, Ireland k Associates Surveyl Inc, 1301 S, International Parkway Suite 2001 Lake Mary, Florida 32746 www.irelandsurveylng.com Office- 407.678.3366 Fax407.320.8165 4` SAFE to 0 4, W 4* r- a \/ F a Ifir f VTR f k FRE>o,go r~)s PcDir)-tE> 1.....cD-t 35 ' Residential Load Demand General Method 1694 square feet X 3VA = 5082 VA Small appliance load = 3000 VA Laundry = 1500 VA total 9582 VA First 3000VA 9 100% .......... 3000 VA Remaining @ 35% ........... .... 2304 VA total 5304 VA Dryer 5000 VA Disposal 650 VA PDishwasher1200VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 34,574 VA - 240V= 144 amps= 150 amp service Model 7499 Contractor David Weekley Homes Subdivision Reagan's Point--_____ County ----- Seminole City ---- ----Sanford_ James Lanier EC 0002989 Office # 407-933-7771 Truss Fabricator: fob Identification: Truss Count: Model Code: Fr uss Criteria: Engineering Sollware: Structural Engineer of Record: Address: Minimum Design Loads: This document has been electronicatty i signed using a 01901 Signature. Printed i t copies without an original signature must he verified using the original electronic Alpine, an ITW Companyaton. t0 2400 Lake Orange Drive Suite 150 Orlando FL 32837 H, b Florida Engineering Certificate of Authorization Number: 0 27 Florida Certificate of Product Approval H FI 1999 Page I of 1 Document ID:I VYR408-L1902084459 Accu-Span Truss Conpany 1557547499 A Opt Tray Master -DAVID MEEKLY -- Lot 42 Florida Building Code 5th Edition (2014) TPI-2007(STD) Alpine Software,Version 15.01. No, 7() 1 t 6 r i R4Son glp e :::: 15575-/7499 A The identity of the structural FOR did not exist as of the seal date per section 61015-31.003(5a) of the FAC Roof - 37.0 PSF 6 1.25 Duration Floor - 55.0 PSF 0 1.00 Duration Mind - 139 MPH 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 drawing date shown on this index sheet nust patch the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: STRBRIBR-BRCLBSUB-14030EC1-GBLLETIN-DEFLCAMB- Description_ Drawi_ng# Date 1 43884--A01 17061021 2/ 03/017 2 43885--A02 17061022 03/02/17 3 43886--A02A 17061023 03/02/17 4 43887--A03A 17061024 03/02/17 5 43888--A03T 17061026 03/02/17 6 43889--A04A 17061026 03/02/17 7 43890--AO4T 17061050 03/02/17 8 43891--AO5A 17060640 03/01/17 ! 9 43892--A06A 17060549 03/01/17 10 43893--801 17060545 03/01/17 j 11 43894--BO2T 17061032 03/02/17 12 43895--803 17060541 03/01/17 13 43896-46 17061051 03/02/17 114 43897--FG1 17061046 03/02/17 15 43898-401 17061047 03/02/17 16 43899-402 17061048 03/02/17 j17 43900-403 17061049 03/02/17 18 43901-404 17061033 03/02/17 19 43902-406 17061034 03/02/17 1 20 43903-407 17061035 03/02/17 21 43904-408 17061036 03/02/17 22 43905-4080 17061037 03/02/17 23 43906-409 17061038 03/02/17 24 43907-410 17061039 03/02/17 25 43908-411 17061040 03/02/17 126 43909-412 17061041 03/02/17 j i 27 43910-413 17061042 03/02/17 I 28 43911-414 17061043 03/02/17 29 43912--EJ7 17061044 03/02/17 30 43913--JG1 17061045 03/02/17 31 43914--EJ7T 17061027 03/02/17 132 43915--EJ2 17060547 03/01/17 jj 43916--HJ7 17060546 03/01/17 03/ 021,`2017 William H_ Krick Truss Design Enguteer- 2400 Lake Orange Dr, Suite 150 Orlando FL, 32837 Ref -------- DeSpripti n Drawing# Rate _ 34 43917--HJ7T 17061028 03/02/17 35 43918-4J2 17060548 03/01/17 36 43919--CJ5 17060542 03/01/17 37 43920--CJ5S 17061029 03/02/17 38 43921--CJ5T 17060550 03/01/17 39 43922--CJ3 17060543 03/01/17 40 43923--CJ1 17060544 03/01/17 41 43924--CJ3T 17061030 03/02/17 42 43925--CJ3S 17061031 03/02/17 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1'O(J-/!ivd M upr tray master -uMVIu wrrr LT -- LOL 33 Keagan rolnL Jmivr VKIJ, rL - MV I/ Value Set: 13B (Effective 6/1/2013) 139 mph wind, 23.35 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, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Mind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Truss passed check for 20 psf additional bottom chord live load in Bottom chord checked for 10,00 psf non -concurrent live load. areas with 42"-high x 24"-wide clearance. Deflection meets L/240 live and L/180 total load. Creep increase factor MWFRS loads based on trusses located at least 11.67 ft. from for dead load is 1.50. roof edge. 4X4= 3X4(Al ) - ' AY — 5xb - 3X4(Al ) E± R=1043 U=118 W=4" RL=150/-150 1 1; 24-0-0 Over 2 Supports 12-0-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, WARNINGI" FEAR AM FOLL05 ALL MOTES ON THIS WMIKI 1 IpORTAMT•' II ISH PHIS ORAMIW 10 AT.I. C IRACIORS IMCLWIRG IIIT IMST-k RS. nz eae ng. n I 9 9 frzg aiwY 9 R.. f. r r ,Hfc RCSI (B g Compo S Y I y F'i W •TCAS m y p s sop a props Y z sac a0 g ec1ttr 'Iy a 3, Cnc.1 una for pe manene t Ong i saxc 8Bl BYO aVpl f APp Y V po: Cka J fist» ha Baf +5. 160A Z f pl po ar+ , AiP 0 fb 8 d R Cavnpw+ C' ,µr l a wt .>G ro prm y......... eo„ Y r y. Y f t u I rus con lormence wi to AN51 /i pl 5. or r nxndf irg fii pp rrg, AN nw coMawr nM 1 en Cbli Nw{ep N ewRr pp+ Illtfnp C * d, kW, Infl 1c 1111pt M profs 11 wrvpfr 111 wpp afbf llxY wiefY for w ewfFry RfYORn. Th. sui WflitY — — of -1. JrafnF fof atr .1. fs 2100 Lake Ckaztj e DL, Sffle f iQ t aw+nsroufcr o1 tn. eRffa lrq a.+,tea wt AMS"PI I S. ,2. Chl r_ FL 32837 ,>...• - van nns «w FLCOA#72'8 AIFIW e1p t T 1 cv «I+c o.v: rCA .:. y.00.w: rCC 1-4-0 R=1043 U= 118 W=4" q 1. QT) s T08 1 AT AL Eiv 11. Krick Lic. Nuznber 20-4-0 0-8-0 11 FL/-/5/-/-/ R/ TIC LL 20. 0 PSF TIC DL 7. 0 PSF BC DL 10. 0 PSF BC LL 0. 0 PSF TOT .LD. 37. 0 PSF DUR.FAC. 1. 25 6 LSPAC I NG 24.0" Scale=.25"/Ft. REF R408-- 43884 DATE 03/02/ 17 DRW HCUSR408 17061021 HC-ENG GA/ DF SEQN- 84549 FROM RF JREF- 1VYR408_Zl9 03,102/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ta ra-YT4aa A vpr tray master -umvlu wcLnuM -- I -Or as Meagan I-- — FU - T+vcf Value Set: 13B (Effective 6/1/2013) 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, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSO In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase factor MWFRS loads based on trusses located at least 11.55 ft. from for dead load is 1,50. roof edge. 4X4= 4X4= 5xb= 3X4(Al ) = 3X4(Al ) 1-4-0 R=988 U=119 W=4" RL=139/-139 2-0-0 24-0-0 Over 2 Supports `I R=988 U=119 W=4" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 fARNINGf •' READ AM) FOLLOG ALL WTES OR THIS ORWIN6t S IIWORRTART.. I~SM ..Is O IHO TO M.A. CONIRACSOIt4 9WI.WIW 1. fp5TM.tERS. RJY M pCSf CO g Cpmlwn S'r y I (Pi - WTG ) y P pr cory 0 P oVa Y ctrea 1 rvg ., 6 D+' Y AN FrW COMPANY dr a,r y nny Y o b v xx n conformance r, , AN51 /t pf t o for hnn I,rg, shrpp„g_ a ar,en s e„r,ny er ,u4.ez. l swlw -1. CrY irp or oo,/K paps hail np -fs Grss'Iw IrwllesCss --p— Of prefer '_I alp, r+sPwsibtlitY V.YI for tlr WSYpn show. TM n, t_'I;4 — — of _'. __'l for aY svvecsrs Ys t 24O1 Lake Owge Dr. Sucre 1,50 r+ww.YelYYcr or w. puilalmp o..lpnsr p.r ANSI I i Sm .2. 0,i-Jo FL 32937 x, Fur me, nYnrmae4an ven rw jab"» ye— .1 ,4 Nage ... , FL COA a6278 ALPINE .nip , e,'er.c IN wm.,c ,nse.- , Y'TCA: .5' u ... om: WC QTY :1 r 708 1 t A w 0-4-0 0-8-0 FL/-/5/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 ISPACING 24.0" Scale=.25"/Ft. REF R408-- 43885 DATE 03/02/17 DRW HCUSR408 17061022 HC-ENG GA/DF SEQN- 84553 FROM RF JREF- 1VYR408_Zl9 03/02/20 [ 7 THIS DWG PREPARED FROM CUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k-15515-//4`3`S A Upt Iray Master -UAVIU RttKLY -- Lot S5 Keagan Point JANFUKU, fL AULA) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.82 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, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase factor MWFRS loads based on trusses located at least 11.41 ft. from for dead load is 1.50, roof edge. 4X4= 4X4= 3X4 (A1) = - 3nfE— t)Xb- 3X4 (A1) 1-4-0 9-10-8 4-3-0 i-e 24-0-0 Over 2 Supports R=988 U=120 W=4" RL=128/-128 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15 ARNENGf' READ AND FOLLOW ALL MITES ON THIS 0901161 IIPORTANT FUWt{W THfS OfWfNG 1p wi. f. CdlfT i(AClORS {XiCI-W fNG IfN. INSS At-LERS. r u rc9u ng, ai.aq, n.pp .y, .,.q n ng Rofr6C5iCeulfninyComponene. iafecY I,i loe mnti on, bYeFVflm+d fITCA7r safeeyepr ace< the ,r e, n a fnr in Va- ,ng Inzcaiiers xar i pr ovi0e temp ,rcq ptr SCSI tM tess rroC, a. 2 oT rw rp a a1 rope y aeea<,nee ... g a . e i ac. .fi Late fi o p y at ttl BiQ, ne i ITaca f N f ru„y' ibOA C M p! po m. tarpLf O Tw B g C fr up f tt n e pan r Ou ac, o rru nKlrwcoWANv g y P t lYu t s - nPorme w, CM1 ANSI /ipioT. ar r hantli g, :Ri ppirg. o ssst an Yhiw K Inp er pps I{ Crop this a inp. InelcsCss ttopt.neo or pr r 1e II "l-i r'sponsiDf city 1 iy rer W AssF r Mwnt TM sYftY4 ty Y+e this erring ror snY strootsxs is 2did}Late (hztsge Dc_SCite[S(, r.w«srnniq mr cn. fiu"dlM D—i, per.1/TpI i S-12, Osiard. FL 3?fi}i nr eK, . oo y gwne n , vase a., , TPfFLCOA#0178 0.t.P INE alp,no- ceµinxe.ory; IVICAt CC wwr.,ccs a,. nrg 20-4-0 0-8-0 a-o 9-10-8 _I I R=988 U=120 W=4" a 5a v 10W- 04sNL Hain 11. Krick Lic. Number 1 FL/-/5/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT. LID. 37.0 PSF DUR.FAC. 1.25 61SPACING 24.0" Scale=.25"/Ft. REF R408-- 43886 DATE 03/02/17 DRW HCUSR408 17061023 HC-ENG GA/DF SEQN- 84557 FROM RF JREF- 1VYR408_Z19 03/02/2017 THIS DMG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. fT:ara-iTffyy m Upctray master -UnvIU WMCALT -- LOL SJ Keagan roinL ZHANrVKU, rL AVJHJ Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. 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" Bottom chord checked for 10.00 psf non -concurrent live load. OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= 3X4- 4X6= 0- 4-0 0- 8-0 2x4 ( A1) = DAD= OAS— 2x4 ( A1) _ 1- a- 1-4-0 L 7-10-8 l 8-3-0 _i_ 7-10-8 _I 24- 0-0 Over 2 Supports R= 988 U=230 W=4" R=988 U=230 W=4" RL= 108/-108 Design Crit: FBC2014Res/TPI-2007(STD) n ` r` QTY: 1 PLTTYP. Wave FT/RT=O%(O%)/O(0) 15 FL/-/5/-/-/R/- Scale=.25'"/Ft. MARNINGf•• REAP AIW FOLLOW ALL WtES ON THIS ORANING! IIFgRTAIR tfAtlilSN 1.15 DRAWING 10 t. CdTuwCfOKS INCtWING YIN;. fNSFMIFRS. m ( . TC LL 20.0 PSF REF R408-- 43887 r j { { hl." ll [ ANrrwcompAw 24ilLal:¢(} Fev Df., S:,(, I sO FLC A FL Qrt ,il -g T - pisV£ 7 n< B 5 t ass C 5 Y I m» PI a wrca, Y P co P 9 t 1 P .. Y 5 tec 83 ,g(iT 8 0 W APP Y P 9 xtw-. J Oevw ! k Rro e.(}k 2 P a Ar. rvy u f ur ,n <on 'orea ee rreb ufSt/(PtO4. o or brrrtdl ,ruy x1r pP irg 1 m -1. er iep or cwnr D". li-1.0 "t. erMrllq, frWi- ece ptrre or pror tafenel enWlrwrinW rwponsfbiI ity f ly for tJ» a«ice otwwl. TT witabiI ity or tlri ere.irq for e^y servetw. is rNpmslbiff ty ar tM WWfetnR Oral 'prrMslI l,Src.T. T ALPINE . of P nc,cr.v TPI .cP ns or g; 4`TCA nvx eery u t, y.com: IlC .i cx o.orq 1 µI VAT b Eb 6( A pct i NTbls i..FL ;*+ S f V N L 7 1111aml{. Krick L{e. NDnlber 70 TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DATE 03/02/17 DRW HCUSR408 17061024 Ff EN C- G Ga/oF SEQN- 84565 DUR. FAC. 1.25 FROM RF LL PACING 24.0"" V1 JREF- 1VYR408 Z19 03/ 02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L O3D/D-//4y7 iA Vpr, tray 10asrer -U/AV IV WCCRLT -- LOU SD Keagan roinr 3AMrVKV, rL HV151f Value Set: 13B (Effective 6/1/2013) 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, Top chord 2x4 SP #2 Dense T2 2x4 SP #1 Dense: wind BC DL=5.0 psf. GCpi(+/-)=0.18 T3 2x6 SP SS: got chord 2x4 SP #2 Dense B2 2x4 SP #1 Dense: Wind loads and reactions based on MWFRS with additional C&C member Webs 2x4 SP #3 design. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Calculated horizontal deflection is 0,20" due to live load and 0.27" due to dead load. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4(Al ) m 4X4= 5X6= Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.30 ft. from roof edge, 6X6= 0-4-3 20- 9-0-0 6-0-0 6-8-0 9-3-8 _1_ 11-6-0 24-0-0 Over 2 Supports R=984 U=121 W=4" R=912 U=101 W=4" RL=108/-115 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 WARNINGI" READ AW FOLLOW ALL MOTES ON THIS DRAWIMGT ` IW'ORTANT`• lTAUII SII THIS H00,W1MO TO M.i. C0.1RA00RS IMCLW{MG TIE. INSTALURS, P BCSI CB y Cump<x $' y I rw TVI itFCA}r f P :ic s i aaP IS 11 rr t I e 83, 6) BYO Ppf I APp6 PI' W: _ vc Uw J De ',a I A .- ed t3,e RasT xxg- F6dM1 L P via., ry0.1 I PY H y C(IAPU 4- uP t c p to p draw y, Eu b a orm n , cn ANSI /IPt h . s t r nnAl rg, h,ppinp. 0 AN ITW rAMMNY 1 OeY ttvis arwlnp M eov r V4 t1-1.9 this 4,w M, fnitic`Csa 0.eept ne of Pr.fp .—t tbglM ffi r r,pwts lity 1•[y [or W Ass pt TM wEtWilttY •n6 1YM of tJtts Grw YnW for _y rtructurR is 24CI Lai, Or.p, f7Y....uu 150 Fw P ts 4bFli ty of tf» 6— dIW O+al¢Mr pwr AMSI/TPt I Sr 2. 011.111.FL 3283; y._e M, v . .b.» att Ice a . FLCOAx0278 ALa1Ne aiP,,•a .w_- ; TPi Tv "•+c .y, WICA ..,,, u 11y.:, Kc MI F ty t i AT 0 = ONAL e iam It. Krick Lic. Number 1 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 6fSPAC I NG 24.0" Scale=.3125"/Ft REF R408-- 43888 DATE 03/02/17 DRW HCUSR408 17061025 HC-ENG GA/DF SEQN- 84626 FROM RF JREF- 1VYR408_Zl9 03101,2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k 13'!,-i i4aa m vpc Tray master -UAVIU WttRLT -- LOC sa Keagan roinr JHINVUKU, rL - AV4A) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22.89 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT Il, EXP B, wind TC DL=4,2 psf, Top chord 2x4 SP #2 Dense wind BC DL=5,0 psf. GCpi(+/-)=0.18 Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non -concurrent live load. OC, Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. 4X4= 4X4= 0-4-0 0-8-0 3x4(Al ) = ona— 3A43X4( Al )= t- 4- 1-4-0 I,,,, 10-2-0 _1_ 4-3-8 _1_ 3-8-0 _I, 5-10-8 _I 24- 0-0 Over 2 Supports R= 988 U=235 W=4" R=988 U=236 W=4" RL= 131/-130 Design Crit: FBC2014Res/TPI-2007(STD)y`., PLT TYP. Wave FT/RT=O(096)/0(0) 15. ":" ri STY: 1 FL/-/5/-/-/R/- WARNINGI" READ as FOLLOT ALL NOTES ON THIS DWINGI , TC LL 20.0 PSF IMPORTANT..n1RMF5H IRIS DRAWING 10 .1 CON"WIORS INC WING 1. IxS1kI kRS. TC DL 7.0 PSF the1OCSi (R { g C Saf y F fm IPf NiCA}•t p pry eo Dm A f 4 II p ampo Y b 9 pti BCS1. V <u ° s BC DL 1 0.0 PSF u oc R3 8) B O '.c appf AbW 1Y P4 po.: sCV fr .. Be LL 0.0 PSF TOT. LD. 37.0 PSF AN fT'W GO PAW .enifac o„ea r .,ses. ,8 t Nl Wf YAfN O 1110 6rvpW PNW 11{C i,p CAI{ WwInR, IMlft tls K:tpCMfC Of pCOfp tlOn l IIWfI f'} ( {q^' y I 92400 Lake 0,4ue D" swte 150 .«slnlllcr or . soual.q o.,lea,». 1»- FMSi/TPI , s..z. DUR. FAC . 1.25 O,iaad., FL ,3 aC I NG 24 0 FL(0Y4`)z'-s N_pINE. «w. p ..<«,, Tal .,.w p al oeS, AT(,. .ww ,..,,,du. ,Y. ., icc .,.,,. ,-s r.org illiaiTi ll. Krick Lic. NuInber 70 61SP Scale=.25"/ Ft REF R408-- 43889 DATE 03/ 02/17 DRW HCUSR408 17061026 HC-ENG GA/DF SEQN- 84573 FROM RF JREF- 1V` YR408_Z19 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. liDDro-iiguii rT vpt tray master -UMVty wccnt_T -- LOU 1iD Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense :T2 2x4 SP #1 Dense: T3 2x6 SP SS: Bot chord 2x6 SP #2 :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 :W3 2x4 SP #2 Dense: ro t nc aAivr vnu Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9,00 ft from roof edge, RISK CAT It, 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W4X8 2.75 L 2.50 5X8= 2X4III 3X4= r F_ - mvw t j Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 7.00 TC- From 56 plf at 7.00 to 56 plf at 17.00 TC- From 56 plf at 17.00 to 56 plf at 24.00 BC- From 4 plf at -1.33 to 4 plf at OM BC- From 20 plf at 0.00 to 20 plf at 7.03 BC- From 10 plf at 7.03 to 10 plf at 7.77 BC- From 20 plf at 7.77 to 20 plf at 10.17 BC- From 20 pif at 10.17 to 20 plf at 24.00 TC- 240.39 lb Conc. Load at 7,03 BC- 454.27 lb Conc. Load at 7.03 BC- 1153.64 lb Conc. Load at 7.77 Calculated horizontal deflection is 0.17" due to live load and 0.22" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. 2) 2x6x6-7-12 x SP SS scabs at right end. Attach one scab to each outer face of chord with: 0.128"x3", min. nails @ 8" OC, plus additional nail clusters at: BRG.: (4), heel: (8), 1st panel point: (4). 5X6= 2X4 r 0-4-3 T4-20-4-0 0-8-0 4X6(A1 } = 7X10= 1 4-o 7 R=2249 U=548 W=4" 1 4 24-0-0 Over 2 Supports `I R=1487 U=347 W=4" Design Crit: FBC2014Res/TPI-2007(STD) rlPLTTYP. Wave FT/RT=O%(O%)/O(0) 15. 1` n_ TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. rtiRNH 1 READ AND vaua u.t. ayes ox Tr«ts owtatacl m t `, `, TC LL 20.0 PSF REF R408-- 43890flPptTN/T ftNG15f1 REA AND FOLLOWO A[L CtMT24CN T1 iNCDRWI Cv W. iM5T,Y.t ERS y i3 7Oti k r.o- aic Best (B s cww 5 r y GaS n y e pri movaw.ary b u rv{ rrSCSI TC DL 7.0 PSF DATE 03/02/171 1 BC DL 10.0 PSF DRW HCUSR408 17061050 AN » ..... Ba BT efo ww e , apvir lj IT( a» R en a a{ u 1111 1111 J[f a{p „ e q . , { , b v ar, , a T BC LL 0 0 PSF HC ENG GA/DF AN fTW COMPANY xa sE s o, r .......,. e ..r.r, ANslrf>i x. .,, rb, m r r" m "` tr ` TOT. LD. 37.0 PSF SEQN- 84631 eNl M fJYfs G {l1p er COVei GWe F{rCfrYp thfs tlrwfrq. IMic L ccpirpl of profuylon l Mpfrwrlrp jij reeppes ibt lfcy Iely fer CM1f Msfgn f.owr. The eulGnbf li<Y Nie of Chl• tlrMi.q for my {Yructure fe &>C d 6+ " NIX) Late Orange Dr. Swie l i0 rspoostbn lcy of Ci- aurtet..e o.-. ily.er a.r ANSIfrw r S. Z. -s l` DUR. FAC. 1.25 FROM RF Ofl.dll. Fi 'si' ` , _.e ". "' `""a ev" " "` ACING 24 0 JREF 1 VYR40 19Fcconuo s n NNE f,, ,w. Tpl a,.„rt a,; vrcA .«r..b,,,.-.rry. , Icc .. a. . William H. Krick Lie. Number 70 6ISP - 8_Z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. A Upt tray master -UAVIU WttKLY -_ Lot 6D Keagan roint Z)AIVrVKU 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 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=- rL AUDIA ) 139 mph wind, 22.89 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf, GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. dL20-4-0 T./_ 0_8_0 3X4 (Al ) =_ DAD= \-',I — JAI 3X4 (Al ) =- 10-2-0 -L_ 6-3-8 _L_ 3-8-0 -j- 3-10-8 -A 124-0-0 Over 2 Supports -I R=988 U=235 W=4" R=988 U=236 W=4" RL=131/-130 5-5-3 Design Crit: FBC2014Res/TPI-2007(STD) x o PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.- .4' RTY: 1 FL/-/5/-/-/R/- Scale =.25"/Ft. WARN I PIG I READ AND FOL ALL WES ON THIS DROWING1 REF R408-- 43891THISI YO TIZACIO" fIiCIWIII43 - IkSERS. TC LL 20.0 PSF TC DL 7.0 PSF DATE 03/01/17 BC DL LLFFF-3 0 10.0 PSF DRW HCUSR408 17060540 k—, I. -I SIAT o BC LL 0.0 PSF HC-ENG KD/DF AN FEW COMAkW TOT.LD. 37.0 PSF SEQN- 737009 anal on Chia Or :no P"* 11stl'o 1' -1 9 -..-P__.r P__I plpfrvwrtrp o1 -1. d, IM 1— 0 N A 24(K', L9, Owg, D,_Ste Ix} v -1 ANV Pi I S-2. DUR.FAC. 1.25 FROM RraaPonaf 0'1-tjl, 3-2831, -- - --_ , _-' -11-1 11. - - ... . . ..... FL COA 00 278 A"INHE wc cc Williarn If. Krick Lic. Nuniber 70 61SPACING 24.0" JREF- 1VYR408-Zl9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15575-/7499 A Upt Iray Master -UAVIU WLLKLY -- Lot :SS Keagan Point JANVUKV Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 2x4 SP #2 Dense: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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. 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= FL - AUbA ) Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.33 to 56 plf at 10.17 TC- From 56 plf at 10.17 to 56 plf at 18.46 TC- From 56 plf at 18.46 to 56 plf at 20,91 TC- From 28 plf at 20.91 to 28 plf at 22.12 TC- From 56 plf at 22.12 to 56 plf at 25,33 BC- From 4 plf at -1.33 to 4 plf at 0.00 BC- From 20 plf at MO to 20 plf at 20.91 BC- From 10 plf at 20.91 to 10 plf at 24.00 BC- From 4 plf at 24.00 to 4 plf at 25.33 TC- 19.01 lb Conc. Load at 20.91 TC- 13.48 lb Conc. Load at 22.12 BC- 27.42 lb Conc. Load at 20.91 BC- 37.24 lb Conc. Load at 22.12 In lieu of structural panels use purlins to brace all flat TC v 24" OC, JT PLATE LATERAL CHORD No SIZE SHIFT BITE 171 W4X12 5,00 R 1.50 0-4-0 0-8-0 3X4(A1) = " N«14k ..1 III 4X12[171 = 3X4(A1) 1-4- 1-4- 1- 10-2-0 _!_ 8-3-8 _I_ 3-8-0 _Lj-10-81 NE 24-0-0 Over 2 Supports 'I R=992 U=261 W=4" R=1016 U=295 W=4" 5-5-3 Design Cr i t : FBC2014Res/TP I -2007 (STD)" PLT TYP. Wave FT/RT=O%(O%)/O(0) 15.4 TY:1 FL/-/5/-/-/R/- Scale=.25"/Ft. ilwwlNct REM AW FOLLM ALL MOTES OW THIS OIUWINGI _ tIPORTANT ftpe, I SH THIS oRAHw TO M.L. I:tll/TRACCOIIS INCLUDING THT tNSTA1tER5 ewe Q Y 9 9 " I " .y R - f I r p`y, f 08 TC LL 20.0 PSF TC DL 7.0 PSF REF R40$- - 43892 01 /1 7DATE03/01 /17 j ilpll AN ITW coMAII.W z ttel y BJ B] 6 6 ti ppl 1 AVPiY P a^o Co- he l Da 1 t 1-e6 tw' H o kfi4Li L ! A. m Ga at a v at, tP9 m Y dr:xr rvg g 'a c Au r ..k n <orz 'orveonce Wrth kri51/YVf } ropp rg. s tt.t,a. A t.,„.,.W or t ,,..,g. 1 on colt tlfoolrp or eevof pope I IK teR tlfwlep. iM {cotes oeoptoM1ee of profesolenot enRlnNflr,M reopeeotNllttY wfely for tlM Nsipn MXwn. TM ..'t MI y e,x1 oss of this tlreeiep for eery Krtctorr is rem elNtlttY of Itlt o.at p. ANSI fVH , s... i 1l' t p". J dR .g" t y @ . . r 3 ##r #p(€( wq °"^T4tE1 #'d Nf,. ` Nib BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DRW HCUSR408 17060549 HC-ENG KD/DF SEQN- 736960 DUR. FAC. 1.25 FROM RF 6(S PACING 24 , 0" JREF- 1 VYR408 Z19FLCOA78FtE6A 47$ TT ,z ' ALniNE ....,ip,..•, c..E Tnt .w orq, Irrcx ..» s .,.. .. -«K; Iw .v.. ,.x,r«..ory klI[an1 l{. Kr{CIC LtC. I DITtFleF 70 03/02/2017 15575-/7499 A Opt Tray Master -DAVID WEEKLY -- Lot 35 Reagan Point SANFORD, FL - B01 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "11311" uses design values approved 1/30/2013 by ALSC Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 139 mph wind, 22,89 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4,2 psf, wind BC DL=5.0 psf. GCpi(+/-)=018 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 4X4=- 5- -3 0 0-8-0 L<1 - 4 - (bJ 1— 10-2-0 J— 10-2-0 20-4-0 Over 2 Supports R=111 PLF U=26 PLF W=11-2-0 R=380 U=81 W=4" RL=10/-11 PLF Note: All Plates Are PLT TYP. Wave 2X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD ) FT/RT=O%(O%)/O(0) 15. QTY: 1 FL/-/5/-/-/R/- Scale =.375"/Ft. L FPLf=- 9 AN[[TWC0 mNy 2&X) Like 0,. D,. Swe i.-) WARNINGI • LREADANDFOL Of ALL WTES G* THIS DROINGI t• 7_." tlr B3 67 810, A-,, ,-- — -- 1-1. — -"t—, .' — —, V . R—, A —1 M Ch1• d1_.n Or P." I. -In thI. dl—.nl I-,— T -,"t, — — .' _'. d-om I- IASI pl I S.:.DUR.FAC. I 'tAT5TAT 0 Z A. 't TC LL TC DL BC DL BC LL TOT.LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R408-- 43893 DATE 03/01/17 DRW HCUSR408 17060545 HC-ENG KD/DF SEQN- 737016 1.25 FROM RF ISPAC ING 24.0" JREF- 1VYR408—Zl9Ft. con00 2-Is I TPI WCa ICC illiarn H. Krick I ic. Number 70,p6 03/ 01;2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. A vpz tray master -UMVIV WLLMLY -- Lot 5D Keagan roinr amiin-vKu, rL DU41; Value Set: 13B (Effective 6/1/2013) 139 mph wind, 22,43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 pst. GCpt(./-)=0.18 Top chord 2x6 SP SS :T2 2x4 SP #2 Dense: Rot Chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS. Webs 2x4 SP #3 Calculated horizontal deflection is 0.20" due to live load and 0.27" due to dead Lumber value set "13B" uses design values approved 1/30/2013 by ALSC load. J) Hanger Support Required, by other's In lieu of structural panels use purlins to brace all flat TC Ia, 24" OC. 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jack, have 7-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 7-0-0 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead setback with 0-0-0 cant and 0-0-0 overhang. load is 1.50. 1) 2x6x6-11-10 x SP SS scab at right end. Attach scab to face of chord with: 1) 2x6x6-11-10 x SP SS scab at left end. Attach scab to face of chord with: 0.128"x3", 0.128"x3", min, nails 0 8" OC, plus additional nail clusters at: BRG.: (5), heel: min. nails Qv 8- OC, plus additional nail clusters at: BRG.: (5), heel: (9), 1st panel (9), 1st panel point: (5). point: (4). 4X6(R) \A 4X6(R) I# A- 0-4-3 +20-4-0 0-8-0 I_ 4-8-0 —1— 2-2-0 —1— 4-8-0 16-2-0 Over 2 Supports R=1168 U=257 W=4" R=1156 U=254 Design Crit: F8C2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 0,,, 'OTY: FL/-/5/-/-/R/- Scale =.5"/Ft. AN FrW CONU*NY 24(f) Lak, Out4v D, Sw I iO 01ARNINGI:: READ AND FOLLOW AU NOTES 0111 THIS DRAWINGI IMPORTAIII.. 1 1 ]HIS 6-AW1-5 10 All COMIRACIWS I ILWIW TW INSIM—S. T— ... .4 ........ 83, BI 010, fpl AP fY..... I. I. Fig. II.V.0 Chi.-f P-f--I—I rpinMfirp iw TX. y .1 Chi. dl—. ,; I— -1— ty r, V— -9 AXSI Pl I S-2. 08 1 'i 1 ONA"L V. TIC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT .LD. 37.0 PSF REF R408-- 43894 DATE 03/02/17 DRW HCUSR408 17061032 WC-ENG GA/DF SEQN- 84617 DUR.FAC. 1.25 FROM RF SPACING 24.0" JREF- 1VYR408—ZI9TPIIn- ICC illim IH. Krick Lic. Nu.bv 70J6 03/02/2017 THIS D*G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ram ... ..y,... Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X4 139 mph wind, 21.53 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4,2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWGS A14030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. ZA4 (H I ) = ZA4 k/A I ) = L--1-4-0---j 9-6-0 Over Continuous Suppo R=93 PLF U=21 PLF W=9-6-0 RL=8/-8 PLF Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 MARNINGI RE,W AID FOLLOW ALL MOTES ON THIS ORAMI MGI 1 tMFAMT' F'tptRISR MIs O ING to ALL. (a1MT kAG TORS IMG WeMG 1. MIAt'"S_ r - rabr _ q Y,olo y. : aP a III t R r r *116Csits any c..e.,r sarety .,ro m., . y TPY WTcaI r e<r Pr ogPP 9 e f I II t P m.Po Y 9 Pa (list lRs e r ' o 1 opn Y cM f `9 .ut 4 . P aPa' y L „ O, 1 f ApY fY Y63.06] AN IT'KI(,OMAh Ny J Oe a 'ta (Au ttg f6YrA Z xwYa 06 Y%o yr DCxMrvaAYPIIIYRIUy (.,m{wn G' up F Yi 6t b© ee W tvl y Fl Ye inx Ygae .o { - du d us Crams n conforwence r tfi ANS(/tPf Y, a ar Y,en,St rvq ah pP rgeo wi on CFv1• A Inp x , p.p. I I-..g -I• d—Im, IM ic.c« `au+ptr+eR of profwsteevl «,o I,W Inp rMpo :b'::Cy winly <dr f1Nu WAYgn M . TM iW'Yt -.4Y ,RW raw of this Er1riep fpr y •t vcfur I t 24{K} Lake OImg'e Df.. Swe i` r apvmstbitY cy of tYn &ti FAir D"iy AMSI/TPI 1 Sac 2. Mando. FT. FLCOA*)218 0.lPIME .nkPino-icv com; TPI cp msc org; rIfIOA IC(. ., -.. c.org a 1-4-0-J G illiain H Krick. Lic. Number 20-4-0 TT +/- 0-8-0 1 FL/-/5/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 1 6lSPAC I NG 24.0" 2-81-11 Scale=.5"/Ft. REF R408-- 43895 DATE 03/01/17 DRW HCUSR408 17060541 HC-ENG KD/DF SEQN- 737012 FROM RF JREF- 1VYR408_Zl9 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1b,lD-/t4 J`J A Vpt tray Master -UAVIV wttKLY -- Lot Jb Keagan rOtnt JANI-VKU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 410, W12 2x4 SP #2 Dense: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 10.22 TC- From 100 plf at 10.22 to 100 plf at 23.12 BC- From 5 plf at 0.00 to 5 plf at 10.22 BC- From 10 plf at 10.22 to 10 plf at 10.83 BC- From 210 plf at 10.83 to 210 plf at 15.00 BC- From 10 plf at 15.00 to 10 plf at 23.12 TC- 620.00 lb Conc. Load at 23,12 PLT- 200.12 lb Conc. Load at ( 2.22,11.29), (4.22,11.29), 8.22,11.29), (10,22,11.29) JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1) W3X8 2.75 L 1.25 41 W3X8 2.75 R 1.25 51 W4X6 S 1.50 61 W4X6 S 1.50 71 W3X4 S 1.25 151 W4X4 2.25 R 1,25 J 161 W4X4 1.75 R 1.25 171 W4X6 S 1.25 18] W4X6 S 1.25 3X8[11= 4X6[5119 3X4[7]= 6.22,11.29) 2X4 III rL - rbj 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @10.00" o.c. Bot Chord: 1 Row @11.50" o.c. Webs : 1 Row a 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 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. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT.' 5X6= I I 3X8[41 =_ 4X6[6110 H0912 4X4[151= 2X4 III 23-1-8 Over 2 Supports - R=1678 U=150 W=6" 4X4[16] 4X6[171= 4X6[181 = 3X4- 3 2X4 III L<1-11-8>j R=2758 U=148 W=8" 1 0 10-0-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) Pj PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15-,''QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ARNINGI • READ AND FOLLOM ALL MOTES ON THIS DRAVING1 IMPORTANT FtR Ix -is w fw i0 ul. cuna 0.s RCtWIMEi TFR. Fws,ucEas aa t `" TC LL 40.0 PSF REF R408-- 43896 03/02/17ehe -. ed FKSI i8 ° rg Grvv wna9 S 8 4h*P 9 4 SPft NiCA) f R.Y P, U` sV sd. Phi: 1 E fi TC DL 10.0 PSF BC DL 5.0 PSF DATE DRW HCUSR408 17061051 ANtiWCOMAp4NY 240 Lake Ofk &t DY.. Swe I5L, al.L_s}- e[con»a nkfPtlIiY66rWnG- w { re Pin Y do o ern ,t9,.G Y a zs suc wcso, J n conro.wd,:rg .,in aksFiF Pr 5. n ro. an°tire. -F iPv nv eul en Chfe a 1 - eev.r pep. 1.-1 -1 erbftp, fM e.uA .ee pC.ne. er prer fan.l .^R{nwrinp it 1 ly rer w -',i .Ne..,. TM suit.el41LY «a ,.e. Of CM1Ie tlr..lrp (ems Yvy Atrtctute it rtapeneibiflCY or tM BuilA inR Desiprrr p.r AN51/TPI i S-2. e .'a nd'=' n e w= qN-PtNE ..., rc : ro MTCA...... .,,, _~ sF t ppp444 ( f t. Amp 'tv W ,,,,L Illianl H. Krick LIc. [tumbcr70 BC LL 0.0 PSF TOT.LD. 55.0 PSF HC-ENG GA/DF SEQN- $4534 DUR . FAC . 1 ao FROM RF 6hS PACING 24.0" JREF- 1VYR408 Z19 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bb/b-//4VV A Upt fray Master -UAVIU wttKLY -- Lot Sb Keagan Volnt JArvrUKU, hL - ttyi) Value Set: 13B (Effective 6/1/2013) 2 MPLETE TRUSSES REQUIRED Top chord 2x4 SP #2 Dense Nail Schedule:0.128"xY min. nails Bot chord 2x4 SP #2 Dense Top Chord: 1 Row @ 4.00" o.c. Webs 2x4 SP #3 Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Lumber value set "13B" uses design values approved 1/30/2013 by Use equal spacing between rows and stagger nails ALSC in each row to avoid splitting. Special loads Bottom chord checked for 10.00 psf non -concurrent live load. Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 185 plf at 0.00 to 185 plf at 6.38 Deflection meets L/360 live and L/240 total load. Creep increase BC- From 10 plf at 0.00 to 10 plf at 6.38 factor for dead load is 1.50. TC- 199.00 lb Conc. Load at 0.77, 2.65, 4,65 TC- 288.00 lb Conc. Load at 1.79 Truss must be installed as shown with top chord up. TC- 222.00 lb Conc. Load at 3.79 TC- 201.00 lb Conc. Load at 5.79 JT PLATE LATERAL CHORD No SIZE SHIFT BITE The TC of this truss shall be braced with attached spans at 24" 11 W3X4 S 1.25 OC in lieu of structural sheathing. 51 W3X8 S 1.25 81 W3X4 S 1.25 3X4[1] = 2X41II 3X4 = 3X4[8] 1- -0 3X8[5]= 3X4= 2X4III 2X4 III i— 6-4-8 Over 2 Supports ---- R=1282 W=7.5" R=1269 1- -0 8-8-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Dave FT/RT=O%(0%)/O(0) 15 `TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. wwlMcr • READ uro FOLL06 ALL fares ON THIS DROINGI fURIIi91 IMS ORMIf fD AIT. C IRACTORS WIWIp Tx: INST—CRS. TC LL 4a.o PSF REF R408-- 43897IflpptYAMr er I` DATE 03/02/17 g v f ttTfk} r ' SCSI (6 I g C 5 f y i rnr b ipee y p 708 1 TC DL 10.0 PSF R o par Yprm,ng t lnstaf terx sn p<ov a <empo ary b ,,.y per fiCSi_ th" e n of ngr Bl, 8> 8 0 s 'bl Ap ly c n tl BC DL 5.0 PSF DRW HCUSR408 17061046 ppl p D rA 1 a. F G lhOA L G p a TAI T O ti BC LL 0.0 PSF HIC-ENG GA/DF 1 0 gM, ANITwCOMPANYe ., .. TOT. LD. 55.0 PSF SEQN- 84524 d0( i Lake Orastgr fh_Su¢e 150 a t On -1. 0 Inp Or Cevaf pps 11 Clop this tl wfnp, fntlieA•YI soosptans Of profsaslonaf arpfnMrlry} r. A ibllity fslY for CM 6asipn afbw,. M. s f CabYffty — w Or this Qr—i.q for Any atrucCw'a is asp«.> fbnfq or ri.. p..nm.q D..fpn.r wr IN51 /rpl i s..z. llA " T r ` t4` DUR . FAC . 1 .00 FROM RF PACING 24.0" JREF- 1VYR408 Z19 Orlando.FE .2S1- f fe "°" `} 9e"e`<f 'a. fCB1 FtCOA9. 2i$ ALDIhE .vrr. ,, .... . mf. .. o,s, iTCA a.w- ,,, , cry cave, fce ,,:,:,a.e.a,4 illiam 11. Krick Lic. NDTnber 70 6IS 03/ 02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 155l5-//49V A Upt tray Master -UAVIU WttKLY -- Lot Jt) Keagan voint Z)ANI-VKU, IL. - VUI) Value Set: 13B (Effective 6/1/2013) + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #1 Dense Deflection estimate assumes composite action with single layer of Webs 4x2 SP 93 the appropriate span rated glue -nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by Webs are square cut except dbI diagonals or as ALSC otherwise shown. Max JT VERT DEFL: LL: 0.56" DL: 0.36". See detail DEFLCAMB1014 Trusses to be spaced at 19.1" OC maximum, for camber recommendations. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 1,50. 0-8-0 F 12-2-8 1 X3 (R) Es 3X10= 3X6=- 1 14"l -I 1 1 10-6-0 1 3X4=— W=3X4=— 3X6=— 3XI0=— 1 X3 (R) 1 X3 (R) =_ JA IV= JA'+= JA IV= 4X6=— 3X6=— 4X6=— 1 X3 (R) =— LE 23-10-8 Over 2 Supports R=1035 W=7.25" R=1035 W=7.25" Note: All Plates Are 1X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 4 WARNING[ I* READ AND FOLLON ALL MITES ON THIS DRAWINGI IMPORTANT" 1l 15. -Is _IW 10 .1 1. WT-) 1Z I ILI—':, =7111 BIG, 8, a, IVALL' prff--5) 0 8--_ C_ G-'- 1.- ".1 AN rrW CO A —I wt tniA d-ne a r p". I $.tine -1 * dr-1.9,,Y-1— ...p- 'r P—f-t—1 =rlfrlb1. y for TM d-:1" I.,Any 24(K) LaL, 0,wqv D,, Swe 1 `0 -4 bi I I ty f tM eaiiE iry 0-1e — AXSI/TVl I S-Z. M.'do, FL ;2837 FL COA tO 8 I 8 I N AL illiam H. Krick Lic. Nuinber 12 FL/-/5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 6PPACING 19.1 f- - 0-8-01- -0 10-0-0 0-8-0 Scale =.3125"/Ft. REF R408-- 43898 DATE 03/02/17 DRW HCUSR408 17061047 HC-ENG GA/DF SEQN- 84686 FROM RF JREF- 1VYR408—Z19 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 15575-/7499 A Opt Tray Master -DAVID WEEKLY -- Lot 35 Reagan Point SANFORD, FL - F02) Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 80 plf at 0.00 to 80 plf at 3.63 TC- From 40 pif at 3.63 to 40 plf at 12.83 TC- From 80 plf at 12.83 to 80 plf at 23,63 BC- From 8 plf at 0,00 to 8 plf at 3.63 BC- From 4 plf at 3.63 to 4 plf at 112.83 BC- From 8 plf at 12,83 to 8 plf at 23.63 TC- 33.14 lb Conc. Load at 3.63, 5.63, 7.63, 9.63 11.63,12.83 1X3 10 1 X3 (R) 1X3 01 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 dbI diagonals or as otherwise shown. Trusses to be spaced at 19.1" CIC maximum. 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 101 W3X6 1.75 L 1.25 191 W3X4 2.25 R 1.25 2X4 III W=3X4—= 1 X3 111 1 X3 III 3X4[191 = 1 X3 III 1 X3 (R) =_ 3X6=— 3X6[101 =_ W=3X4=- 5-7-4 5-8- J, 23-10-8 Over 3 Supports R=263 W=7.25" R=192 PLF W=5-8-0 12-7- CIAO= 1 X3 (R) =_ 1 X3 (R) =_ R=526 W=7.25" 0-8-01- 0 10-0-0 0-8-0 Note: All Plates Are 3X4 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 oo, t,p_",,QTY 1 FL/-/5/-/-/R/- Scale =.3125"/Ft. RM AND FOLLOW ALL NOTES ON THIS DRINVINGI ctlla"I Imes 10 Mt coftl 1011S IWlWl,l,la TC LL 40.0 PSF REF R408-- 43899 AUPO AN TrW COMPANY 21'(K L keOrmger),, Su te i% 011i,, L F, A ' 2'8 T ...... . y -q 63, 81 810, 6, S 1. l.ty _-y for I— _y—_'__ % y A111. CA ICC N 0 z t C'1.4 4 t AILI ' I A0 Villiani It. Krick Lic. Numbtr 70 TIC DL BC DL BC LL TOT.LD. 10.0 PSF 5.0 PSF O O PSF 55.0 PSF DATE 03/02/17 DRW HCUSR408 17061048 HC-ENG GA/DF SEQN- 84687 DUR.FAC. 1.00 FROM RF 6 ISPACING 19 I JREF- 1VYR408—Zl9 03,102/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. A Upt tray Master -UAVIU wttKLY -- Lot SS Reagan Point JANFUKU, FL - FU3) Value Set: 13B (Effective 6/1/2013) See detail STRBRI Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Special loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 100 plf at 0.12 to 100 plf at 23.00 BC- From 10 plf at 0.00 to 10 plf at 23.00 TC- 615.00 lb Conc. Load at 23.00 Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4[11= 1X3(R)- 014 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 11 W3X4 1.25 L 1.25 31 W3X4 1.25 R 1.25 341 W3X4 2.75 R 1.25 351 W3X4 1,25 R 1.25 1X3(R) W=3X4 3X4[351 MEMO l l f / 3X4 III 3X4 [3] is W=3X4= 3X4 [341 1X3(R) 1-11-8>J Le 23-1-8 Over Continuous Support R=148 PLF W=21-2-0 1_- 0-8-01- -0 10-0-0 0-8-0 Note: All Plates Are PLT TYP. Wave 1 X3 Except As Shown. Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15 HHaz:iH ,, i / -, QTY:1 FL/-/5/-/-/R/- Scale=.3125"/Ft. ruRNINet•• WM rum FOLLOW ALL WTES ON THIS DRAWING! I ORTlJ{T'• FipiM IS•1 E Is ORfw TO ,W_ GpITRACTg25 IMC4A}EMG (tfF ihSFACt.EpS. 4 = V TC LL 4O. 0 PSF REF R4 08-- 43800 ElJ U IJ AN ITW COMPANY lO L21:C (iFdlt LF7':.. ,SttYff ite} T g g ° • u. Ord. ttheedf1Gif46g^ 5 Y F -na IPI IYTCA)r Y p i ce 63. B> B 4 '. Fro 1 e RFP Y V tt Y z G ATx0. p tl I Uk 8 p Coaepunc °P 1 µon y dr sr g, y u . 'on[or m- Wien ANsf ilVl t, a' rrtll rq, Viny. B P* A swl on cht• a Inp w cavor P." 11 c1- -1. a 1. Inet — --I. o of prof -1 1 •npfMoti , f+ roponsfhl1't' I fY for t —.w •hew,. TM ftiW it YtY — of -1. ErM " for my •cruC.CVr Is j'Y jj`''yye5 yY 55 kxTr.apwsfb{f ity of Ruiltlfrvp Oes tgrwr Wr AA51 /1 i 1 S .2. Elp of NA y y TC DL BC DL BC LL TOT. LD. 10.0 PSF 5.0 PSF 0.0 PSF 55.0 PSF DATE 03/02/17 DRW HCUSR408 17061049 HC-ENG GA/DF SEQN- 84688 Dt1R. FAIT . 1 .00 FROM RF 61SPACING 24.0" JREF- 1VYR408 Z19— 6. i Jo. FL 3:$3'7 Ft. catao2 s s AEpINe w a p,naic..00m, TPI .... .°rg •rca ».. , ,„ w-y.<: fcc °rg illiam i{. Krick i.ic. Nuint>er 70 03/ 0212017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 155l5-/l4yy A Upt Iray Master -UAVIU WtLKLY -- Lot 35 Keagan Voint JAW VKU, FL FV4) Value Set: 13B (Effective 6/1/2013) 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Top chord 4x2 SP 2 Dense Bot chord 4x2 SP 1 Dense Deflection estimate assumes composite action with single layer of Webs 4x2 SP 3 the appropriate span rated glue -nailed wood sheathing. Lumber value set 13B" uses design values approved 1/30/2013 by Webs are square cut except dbl diagonals or as ALSC otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up, factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 2) W3X8 2.75 L 1.25 31 W3X1O 5.25 L 1.25 51 W3X8 4.00 L 1.25 151 W3X10 5,00 R 1.25 12 l10-6-0 _1 — 1 11-7-8 1X3III 1X3III 3X6= 1X3(R) 1X3(R)= 3X10[31= 1X3II 3X6= 1X3III W=3X4- 1X3N 4X1O= 3X6= 2X40I 3X8[21= " L-' L , , — 4X6= 3X4 23-1-8 Over 2 Supports R=1095 W=6" R=2068 W=8" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=O%(O%)/O(0) 15 KVMIINGI" REM AM FOLLOW ALL METES ON THIS MWIMOI IIWKIR7AMT•" flWI15N MIS OftAYl bf: TO aLf. COI{fIUCTOpS IMCI.IRYf IIG FfIF IMSf aI.Lf RS. rn4u [,.y, ry 4, ng, cnrpp ng, tatf+,u a ,rrg. fYe to anl'j Y e6t BC54 tBu .tg C S Y t run STpt TCA}rt - p Pe ocrsf.P" irerform nq a afters x t prow ae ccaefsrr ary b any per BCSt. ikvteas r op 6 1 YIlk, I es. aT arit s w av tY p pe- 11 tl 1! al o, O f ITf B Ya g C G- W 4 1 e rr spew Y v, aK n f, p» 1111444JJJ UUU tt l— qrn 4 Y r bu s- nYorw ire w, eft RH51/iPfbY. o e+dt, rg. uh iirp irrg ro AN IfW COMPANY q 1 e,f this 6r f,9 x W r ppr ti tfnW t 1 —Ing, 1n fc rncpt f prat 1-1 atip nf»rf rs pp,l ibilitY iwiY 1- W —19. MKw,r. TM _'='I1ty of -P. tl—W SOW my sKc,c s 1. t 24W Lake owgtt D"swe1'f' "p°"'ibiutY f rre. e..efe i.y u.ai q...r v.r AMSI/TPI 1 Sw .z. FLCOA902?8 AtP.NF ..W. aiw e+e .._ TPt wTCAy.. tCC g 2 0 k j NAL fgaat illiam H. Krick Lic. Number 1X3( R)= A_ 0- 8-01- -0 J_ 10-0-0 0- 8-0 FL/-/ 5/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24.0" Seale=. 3125"/Ft. REF R408-- 43901 DATE 03/02/17 DRW HCUSR408 17061033 HC- ENG GA/DF SEQN- 84689 FROM RF JREF- 1VYR408_Zl9 03i02/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &o.MENS/ONS) SUBMITTED BY TRUSS MFR. 15575-/7499 A Opt Tray Master -L)AVIU WEEKLY -- Lot 35 Reagan Point bANVUKU, FL - I-Ub) Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as Lumber value set ^13B^ uses design values approved 1/30/2013 by ALSC Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) . All connections to be designed by the uv.m/nu designer, Trusses to be spaced at 19.1" OC max/mum, Deflection meets L/o*o live and L/z*n total load. Creep increase factor for dead /uau /s 1.50. LE 10-e-4 Over Continuous Support Note: All Plates Are 1X3 Except As Shown. WARNING[ — READ AND FOLLM ALL ES ON THIS DRAWIPOGI L o-u-u n-n-0 o-o-o 1X3(R)_= 1 FL/-/5/-/-/R/ Scale =.5~/Ft. REF R408— 43902 DATE 03/02/17 DRW xcosw408 17061034 SE0N- 84690 FROM RF REF- 1VvR408_Z19 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15575-/7499 A Opt Tray Master -DAVID WEEKLY -- Lot 35 Reagan Point SANFORD, FL - F07) 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 Trusses to be spaced at 19,1" OC maximum. Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 81 W4X4 2.25 R 1.25 PILT TYP. Wave 2400 L2ke 0-gt D,, Sale (xl OrtaridRL 5283-, FL(' OA*J.'79 2X4 III 3X4—= 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, 24" 1 3-4-12 4X4 [ 81 1 X3 111 1 X3 111 1 X3 III U 3X6—= 3X4=— 3X4(R) III r7 3X4—= 1 X3 (R) i< 10-9-4 Over 2 Supports R= 472 R=461 W=7.25" Design Crit: FBC2014Res/TPI-2007(STD) FT/ RT=O%(O%)/O(0) 15, oWARNINGI:: READ AND FOLLM ALL NOTES ON THIS DRAJFINGI I~ ) HIS OftANlIIIG to W CMT106"S (im— It". T .... - it r- C- 5-11y 6v It'i OVICA1 III -Zly 1- 17,11 _Y' ea .y arty d-. M I-,— prof P_f_._1 I "'i :: tl rely I— T 1; 4 f -1. 6—.0 I— " --7,— ty . 1 ANSUIPI I S-2. ALPINETPI * TCA ICC ww.feea c. .,q S NA Iiarn 11. Krick Lic. Nut R= 8- 0 10-0- 0 0-8- 0 1 FL/-/ 5/-/-/R/ TC ILL 40.0 PSF TC DL 10.0 PSF BC DIL 5.0 PSF BC LL 0,0 PSF TOT. LD. 55.0 PSF DUR.FAC. 1.00 6 ISPAC I NG 19.1" Scale =.5"/ Ft. REF R408-- 43903 DATE 03/ 02/17 DRW HCUSR408 17061035 HC-ENG GA/DF SEQN- 84691 FROM RF JREF- 1VYR408— Zl9 031/021,, 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MEN. Ibblb-/1499 A Opt Iray Master -UAVIU WttKLY -- Lot Jb Keagan Foint JANI-UKU, I-L VVM) Value Set: 13B (Effective 6/11/2013) Maximum panel length exceeds 30". TPI allows non -bearing partition walls to be supported at any point when panels are 30- or less. Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Deflection estimate assumes composite action with single layer of the appropriate Webs 4x2 SP #3 span rated glue -nailed wood sheathing. Lumber value set '*13B" uses design values approved 1/30/2013 by ALSC Webs are square cut except dtil diagonals or as otherwise shown. Negative reaction(s) of -427# MAX, (See below) from a non -wind load case requires uplift J) Hanger Support Required, by others connection. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead Truss must be installed as shown with top chord up. load is 1,50. 3X6—= 1X3 III 3X4=- 11- -0 0-81R3 (R) 10-0-0 2X4 111 1 X3 111 0-8-0 3X6=— 1 X3 (R) 1- 1 - 11 -8—-J 5-1-12 Over 2 Supports R=33/-427 H=H1 R=1309 W=8" Design Crit: FBC2014Res/TPI-2007(STD) fr" 0 H 111,4 PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 CITY: 4 FL/-/5/-/-/R/- Scale =.5"/Ft. WAMINGI** READ AM FOLLOW ALL WnES 09 THIS DONING1 IWORTANT" 'Likiii1s. 1.4s —iw To .1 1-ORS lwtwlw T-- Ihe .....4vI C-1 s-" 1, — — *'C. 0- TC LL TC DL 40.0 PSF 10.0 PSF REF R408-- 43904 DATE 03/02/17 DRW HCUSR408 17061036 HC-ENG GA/DF AN ITW COK01PANY 2400 Lake Om,v D, , Swte 150 0,1.,d.,FL 32&3' FL COA go "s I- -"y .":I— 1 —1 1-1 1., — I- I - "' -7 61 8 1 Rio, IiQA-Z I., at n A —1 -1. dl-1.9, I-,— r..,.P.ib 411y fx Ow —i—ility —d If -1 d—I%, f 1-1 bi::ty1ty ou, 14iw ANSI/TPI I S..Z. I— _I— , --- -- ,,. — I— . . ..... AiPINF aIp--- TPI: IffCA --l—Itly—, IOC -111-1—I 4 William I Krick Lic. Number 70f6ISPAC BC DL BC LL TOT.LD. 5.0 PSF 0.0 PSF 55.0 PSF SEQN- 84692 DUR.FAC. 1.00 FROM RF I NG 24.0" JREF- 1VYR408—Zl9 03,,02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, /413V A Opt I ray Master -UAVIU WttKLY -- Lot Jt) Keagan Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Lumber value set -1313- uses design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac-1.00 / Plate Dur.Fac-1.00) TC- From 100 plf at 0.00 to 100 plf at 5.02 BC- From 10 pif at 0.00 to 10 plf at 5.02 TC- 453.00 It, Conc. Load at 5.02 PLT- 472.27 lb Conc. Load at ( 1.45,11.29) Point JANVVKU, I-L - rUdb) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dtil 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, Truss must be installed as shown with top chord up. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 31 W3X4 1.50 L 1.25 2X4 01 3X4 31 1X3 III 3X4=- 1- - 0 0-81IX3 (R) 71 7— 10-0-0 3X4=— 1 X3 111 0-8-0 4X6=— 1X3(R) 1 - 1-11-8 - 1 5-1-12 Over 2 Supports > R=33 R=1526 W=8" H=Hl Design Crit: FBC2014Res/TPI-2007(STD) H* PLT TYP. Wave FT/RT=O%(O%)/O(0) 15"10+,& QTY: 2FL/ -/5/-/-/R/- Scale =.5"/Ft. WARNING[ IN - READ AW FOLL011 ALL WFIES ON THIS DPM IWI f I , " 1.15 M r0 t IiWv Im 1`i.11,". A _V 11 1 1% 1-, TC LL 40.0 PSF REF R408-- 43905 T p aor q I q Pp J i q k"", bA I— i % i b,, C-11 S.Ibly by TVI WICA) 1-11y b, — , r 008 1 . " TC DIL 10.0 PSF DATE 03/02/17 o Ibb 1-1. —1. BC DIL 5.0 PSF DRW HCUSR408 17061037 A-1, is - 1— .1 1— b— S_ UT *3 BC LL 0.0 PSF HC-ENG GA/DF ALP F AN rrW COMPMY ...... I-- TOT.LD. 55.0 PSF SEQN- 84693 A wf this drwin o, umr OoW Its tba N1& a-1mg, of roopMoibility roe W (taffy oY Th, sli i it ity,-d of this d—,, I., i. 0 A DUR.FAC. 1.00 FROM RIF L.1b, Ocm Dr. :V=1y A"IPf 1 ,2 0 011.FL ` 7 ,,, ' b" _ , _—, -., .,. — - — -- P.w T11 inc --r--y—, Kc William It. Krick Lic. Numtx-r 70f6I PACING 24.0" JREF- IVYR4O8—Zl9 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15SJ5-/l4JJ A Upt Iray Master -UAVIU WttKLY -- LOt SJ Keagan mint JANVVKU, rL - rUJ) Value Set: 13B (Effective 6/1/2013) Maximum panel length exceeds 30". TPI allows non -bearing partition walls to be supported at any point when Top chord 4x2 SP #2 Dense panels are 30" or less. Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC 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. 0-3-0 J._ T 3X6(R) III 3X4= 1X3III Truss must be installed as shown with top chord up. 3X4= 1X3(R) a-8-0 1X3III 3X4= 1X3III 3X6= 1X3(R) 3-1-8 7-9-0 Over 2 Supports `I R=199 1111=3.125" R=742 W=8" 9-9-0 0-8-0 1-1-00 8-s-0 0-8-0 Design Crit: FBC2014Res/TPI-2OO7(STD) H, rL E PLT TYP. Wave FT/RT=O%(0%)/0 0) 15 1 ( ``-°,QTY:4 FL/-/5/-/-/R/- Scale=.5"/Ft. Lf}e,{ 'Fj{ jj44 t Ll AN ITW COMPANY 24Cl0 Lace Orange ix_Su te IN; OTiando FL 3,2i3l R_(70A#0 9 WARN1NG1 • WAD am roux ALL ROTES ON THIS ORMING1 IS IN —.NO CTO .1 INACIWS INCIWINF; THE INSTALLERS. IM'IRTAXT MIS cne BC51 (f5 g Congo 5 y ! TPI WICA) f y pr o Pa nN t ail Y - 4 M BCSC. U ed 'v reP y Fa tl P any vsr9 03,B1 fl D upp{ 1 hP{xFy rl C cx W. d rve Alp tl ITV B tl ^N Gchgkk G f F4 rvsf b y on fr dX, Ur+rw g y fa t uns con armencn .11. 0.NSl/1P1 i. o, or fixn 1i }. - ipping. ns FFnt. w, - . ."I .,, e,. NI —,-1. 6 Irq W —1 ~ I..Crop —1. Nr—irq, .-I .c.. ....vL.I1... f r'..pp". Ibf:t..e..F. fpr — W.f pn Ymw., TM —1t 11.ty 11tW VN .r -1. tl 1,, f.r —y .<rvC — I. rww.:fol Ffcy er w u..l la+.w o.>r1 w.«r wr AXSlirvl r s.o.z. ALPINE. r. TPI .tp ,nat urg, -CA: aww .: use ry.a. ICC ." e or9 a F t y°'.`A• , e sr'° lA) x err tN'` am . Krick Lic. Number 70 TIC ILL 40.0 PSF TIC DL 10.0 PSF BC DL 5.0 PSF BC ILL 0.0 PSF TOT. LD. 55.0 PSF REF R408-- 43906 DATE 03/02/17 DRW HCUSR408 17061038 NC—ENG GAlDF SEQN— 84694 DUR.FAC. 1.00 FROM RF PACING 24.0" JREF- 1 VYR408 Z19 03/02/2017 muD*G PREPARED FROM COMPUTER INPUT (LOADS &nnMENS/ONS) SUBMITTED BY TRUSS MFR, Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as Lumber "o/oe set ^rmo^ uses design "oroms approved 1/30/20z by oar/e^t/mn meets //sou live and L/240 total load. Creep increase xLsC factor for uenu load is 1.:0. Truss must be installed as shown with top chord up. z 1o'o zs 7s^ 2-9-0 1X3( R)=_ 3X4= 3X4—= 1X3N 1X3( R)=_ 15» 7- 9-4 Over z Supports AN rrW COMPANY 5 @ in It, Krick Lic. Nunib,-r Scale ~. 5^/Ft. REF R408— 43907 DATE 03/02/17 DHW poosx^oo `ns`um HC- ENG CA/OF 5EON- 84695 FROM RF JREF- 7VYR408_Zl9 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15575-/7499 A Opt Tray Master -DAVID WEEKLY -- Lot 35 Reagan Point SANFORD, FL - F11) 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 Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbI diagonals or as otherwise shown. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 X3 III 1 X3 (R) 3X4—= 1 X3 III 0-8-0 1- -0 10-0-0 0-8-0 1 X3 (R) = 3X4—= 3X4=- 4-7-4 Over 2 Supports___ R=253 W=7.25" R=239 W=6" Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 15, z1kRNINGt:: r&M AM FOLL06 ALL NUWM ESONTHISIMGt 11 JHJS P_, #0 ACECow JOBS tNCtW#" fIIIJ_RS T ....... ...... pa oCOP..... ..... ANrrW COMPANY A —1 on CRis rssps .:b::: ty W, for CM' N(O Lak, Omt D,, Sw 150 b cyor dN sodding D iy AXSITPl I S-2. III A*1At<PiaE wrca cc U 8 IAT 0 IN rat sa iarri 11. Krick Lic. Nuir 1 FL/-/S/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 f(i ISPAC I NG 24.0" Scale =.5"/Ft. REF R408-- 43908 DATE 03/02/17 DRW HCUSR408 17061040 HC- ENG GA/DF SEQN- 84696 FROM RF JREF- 1VYR408— Zl9 03/ 021/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-natted wood sheathing, Bot chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as otherwtse shown. J) Hanger Support Required, by others 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 Truss must be installed as shown with top chord up. load is 1,50. 1X3III xx4 2X4N1X3(R) 1-- 10-0'0 k_ F—1 3X4=— ,/ o-a-n 3X8=— L~3-7-O Over 2 Supp^rts~ J R=186 W=s.s^ R=mo off - READ AND FOLLOV ALL WTES ON THIS MWIWI od,odoFL 03/ 02/2017 THIS DWG PREPARED FROM CUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. fa ro-ir4yy A upt fray master -urwfu wCCRLT -- LOC as Keagan rofnc JHiYrOKO, rL - r1J/ Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Top chord 4x2 SP #2 Dense Bat chord 4x2 SP #2 Dense Webs are square cut except dbl diagonals or as Webs 4x2 SP #3 otherwise shown. Lumber value set "13B" uses design values approved 1/30/2013 by Trusses to be spaced at 19.1" OC maximum. ALSC Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. 3X4= 1X3(R)= 1X3III 3X4= 0-8-0 1-1-00 10-0-0 0-8-0 1X3(R)= 3X4= 1X310 1 X 3 III 7-4 Over Continuous Suppo R=85 PLF W=3-7-4 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)H. PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 `00 QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARN I NG I• RW AND FOLLOW ALL WTEs we MIS OROIWI a* r> " 11"TANT" T.Is TIC LL 40.0 PSF REF R408-- 43910fTIRM1SHOfwTOAa, 1. C.(WTRAtTpts 11YC4AA11 NG T1iE IKSTALLfRi. r T y abr y O S- - 9 f erg 4rx ^y R f F the t, fi4Sf i8 tl. y caaPo':haf$ Y 1 (PI WTCA) i R ' p'i . TC DL 10 Q PSF DATE 03/02/17 to pa ^9 f : y r9 84Sf U. e i BC DL 5.0 PSF DRW HCUSR408 17061042 O vax. .3. 9T 610 a{spi 4 App Y Y W>.: v xrl u a ( Do A.R1 f . ) y R rZ tl i, at ,r 1 T t BC LL 0.0 PSF HC-ENG GAIDFLh='J a a. q mob, o onror« n A sfi)vf. oe I., a n y <n pR q.tl e A, AN ITW COMAkW 4ta1 „t„n s o. a.: ,.y ar c ..,s. ° 0. > , TOT. LD. 55.0 PSF SEQN- 84698 1 en this Er..fny er eev.r pp. f 4W g Chia d,...... .CfpptYrC. .f prof.a.iensl .npf n.srf rea... w:• R.n.1hn 1ty .01.,y . w as.+yh a.o.h. Th....1t.h11 ity . ,ss I u.f. Orsrf..p fo *,,y is DUR . FAC . 1.00 FROM RF2dti0LakeOwaDr, Ste 150 r.s IblIley or u.. 9uffa,hq wsly a.r ANSI/of T S..x. y Wa` hemh;mula.F?_ asp „a s sa - y<„af .<. - PACING 19.1' JREF- 1VYR408 Z19Fi,fO?.aiPfrae. ....,. a1P ",<„c.. aaTP, ..,. win«c o„y, w CA ,... n :, .. y. -,..: iCC .Sa ...u y illiatn It. Krick Lic, Nutuber 70b — 03/ 02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMfNSIONS) SUBMITTED BY TRUSS MFR, Value Set: 13B (Effective 6/1/2013) Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Bot chord 4x2 SP 2 Dense Webs are square cut except dtil diagonals or as otherwise shown. J) Hanger Support Required, by others Lumber value set 1136" uses design values approved 1/30/2013 by ALSC Trusses to be spaced at 19.1" GC maximum. Deflection meets L/360 live and L/240 total load. Creep increase factoi, for dead load is 1.50, Truss must be installed as shown with top chord up. 1XJIII 2X4N 1X3(R)ox* o-x'o 1 T— i h10'0'0 F--1 3X4 `/- o-»-« 1X3(R) 3X4=— J-/-4Over2Supprts UM AND FOLLOW ALL WTES ON THIS ORAVING1 ozm211z n THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(Al ) L--1-4-0--J 7-0-0 Over 3 Supports R=360 U=61 W=4" RL=124/-30 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT Il, 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=169 U=81 R=127 T+23-10-11 0-8-0 3-1)-3 I 20-4-0 TT +/- 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) b PLT TYP. Wave FT/RT=O%(O%)/O(0) 15 • Y= ;" TY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. UPDO({ AN IrW COMP W L, ki Orwgl Dr.. S.1te IiO aaRrlAcl READ AND POLLa ALL NOTES ON THIS ORWIMGt IMPORTANT" cw.lsw Tnls piCAVING to ui eorTwaeTpes IMC-WING. 1TIE Isruleus P fiL}t (6 8 C 5 r I r iPi iYFCA) * .. o par Yorweg v urn.. Inxtalte s , P. ov 6 temyo n ng per B(.51. Vnle v e r a e r va 4P a g r n k3 9J B 0 pPY Ap fY taiP1 v r e p A E A z.., PY v „t, V tr dr mr q, y r •,s. in eon Perma,xe •refr AHSF„PI t ur fur hendf rq snr µxirg eM "i n allxl,,. A . ,, o ox_` _ - reel an "1 tl Inp or ewer pp. I1-1.v this —1.0. Intl tc.te..—per,e. of protwstonrl .npinNrinp Ponsibi I i<Y I ly x w e..le„ .nw... Tne suic.bil tCY .w w. or u+, erwiny rar .ny sc eccwv ;. 4` t4. n„P°iYIb(Ii GY of — S., ltl inq O—ip per AIs PC 1 S-2. t' F z. 7(8 1 e i g#4v ems t r 1 > TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF REF R408-- 43912 DATE 03/02/17 DRW HCUSR408 17061044 HC-ENG GA/DF SEQN- 84591 DUR. FAG. 1.25 FROM RF 6FS PACING 24.0" JREF- 1 VYR4O8 Z19Orlxid°."l, 'S" FL COA ans n" " n ...... A—W .rw aip,no,er.ew , TPI T,,,, , -9, b CA oa. ICC .er.Y n_e,g iIIialn 11. Krick Lie. Number 70 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. k iDD/3-/ tq-du iiA vpr i ray master -IJAV I U WLLMLY LOX: JD KCagan roi rit JHIvruKu, rL JU I I Value Set: 13B (Effective 6/11/2013) Special toads Lumber Dur.Fac-1.25 / Plate Dur.Fac.=1.25) Top chord 2x4 SP 42 Dense TC- From 56 plf at 0.00 to 56 plf at 7.00 Bot chord 2x6 SP #2 BC- From 10 PIC at 0.00 to 10 plf at 7.00 Webs 2.4 SP #3 BC- 118,42 lb Conc. Load at 1.09 BC- 193.99 lb Conc. Load at 3.09 Lumber value set -1311" uses design values approved 1/30/2013 by ALSC BC- 1155.93 lb Conc. Load at 5.06 139 mph wind, 22.43 ft mean h9t, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from Wind loads and reactions based on MINERS. roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.50' JT PLATE LATERAL CHORD No SIZE SHIFT BITE C 51 W3X6 S 4.00 61 W3X4 2.50 L 1.25 101 W3X6 S 3.25 2X4 III 2X4 (Al ) _= 3-1-3 20-4-0 III /- 0-8-0 7-0-0 Over 2 Supports R=774 U=173 W=4" R=1154 U=270 Design Crit: FBC2014Res/TP I -2007 (STD) H i'e' Pt r", , ", PILT TYP. Wave FT/RT=O%(O%)/O(0) 15 J(z. P, ,-,'QTY: 1 FL/-/5/-/-/R/- Scale =.5"/Ft. WARNINGf:: READ AW FDLLOIF ALL NOTES Ok THIS DRW NGi 41111VRT TIC ILL 20.0 PSF REF R408-- 43913AN7li,,mn -ts _1W 10 .1 nW10" #w:,,Wn,4 1. Ft TIC DL 7.0 PSF DATE 03/02/17 T BC DIL 10.0 PSF DRW HCUSR408 17061045 ALM . . BC ILL 0.0 PSF HC-ENV GA/DF y TOT.LD. 37.0 PSF SEQN- 84620ANrrWCOMAPHY A •••1 •n,tftls d-:n9,*1 p"o 11-19 01 1 i- I .. P-1 *f P f-1 1 omi-1.0 I G i •1.•.n. Ili, 24W Ltk, Or.6e Dr. Suo 15lit?y ni,,, 0-AWSInpl 1 S-.2, DUR.FAC. 1.25 FROM RF 0,4.iJo,FL 12837 FL, COA 01.279 A(NNF WTCA --d.-y-, ICC \Vi Iliani 11. Krick Lic. Number 70f6 ISPAC I NG 24. 0" JREF- 1VYR408-Z19 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15'!J-/!43V A Upt tray Master -UAVIU ®tLNLY -- LOt 3D Keagan rOtnt JAIVr VKU, rL - LJl I Value Set: 13B Effective 6/1/2013) 139 mph wind, 22.10 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 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(Al ) L<-1-4-0---J 1-11-8 -4_ 4-8-0 Le— 7-0-0 Over 3 Supports R=360 U=103 W=4" RL=92/-30 Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 11.05 ft. from roof edge. R=188 U=74 T 3-10-11 0-8-0 2-1 -3 1-4-0 R=103 0-8-0 20-4-0 0-8-0 Design Cr i t : FBC2014Res/TP I -2007 (STD), . .; PLT TYP. Wave FT/RT=O%(0%)/0(0) 15 y`,u TY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. WAM•• trvorzrutT" FtWMiS. tubs —AW IM to•,LLL WO.M.CI tStIW'WI.16 ItI.ST *Rs. ;° € `' rr TC LL 20.0 PSF REF R408-- 43914 a<,,. an v . a a. 7-- Zs., Ck,`r 0c 1 TC DL 7.0 PSF DATE 03/02/17 art Vill BC DL 10.0 PSF DRW HCUSR408 17061027 TMBC LL 0.0 PSF HC-ENG GA/DF alp a IP. s w "e n 6 w t et c w rest at r ,x ,ac,r.,. r.o,&„c * t * a. st/YPI „ < . ap, g. t ' TOT . LD . 37.0 PSF SEQN- 84634 ANIt"1N COMFI4NY n.,tiec, «Y, to a or c .o.. U. < u • c •s• s 1 en thts C Inp er cev+rr p." FlK trrp this tl wirp. tnrtt<trr ka pt ewo er prof aten l pep tn er irq `1 r. pen.t.i l ttY .. , for CM _'s . T su,<Mf t itY — — of tht• tlrwin0 for `ny struttwe c• rye '•+g N /t t , tpel. fbility f M Boiitlt p Oesiy w p` M5t/ Pt t swc.2. P`S DUR . FAC . 1.25 FROM RF Y3tYJ La;:e Orarsge Dr, Suize i SD st+w& C111- tc FL S3" ,•a ace * " s ea+ •ter o ...e ems. e1t. J"9 L"W .. .. TPt 4 .-,g C ... x . -I,— ICC ff illienl H. Krick Lic. Dumber 70 61SPACiNG 24.0" JREF- 1VYR408 Z19 03/ 02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, f75/'-i rvay fA upt tray master-UTAVIU WttrLT -- LOt JJ meagan roint JFU{rvKu Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 20.82 ft. from roof edge. 139 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 8, 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. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 } 16d common nails(O.162"x3.5"), toe nailed at Bot chord. 1-3-15 6 R=19 U=4 1- -7 +/- 0-8-0 R=27 U=4 T 1.20-4-0 0-8-0 2X4 (Al 1-4-0--J 1-1 -8 Over 3 S orts R=195 U=36 W=4" RL=29/-21 VOW H, Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(a%)/0(0) 15.0 j& t4' 1 'd7Y:1 FL/-/5/-/-/R/- Scale=.5"/Ft. XARNINGI ' ftM AAA FOLLON ALL NOTES Off THIS MWINGi fNWNtTANT nl ISH [Nis I—II,im to mi. C WAC1OR Ix Iwlwc I,w 1wsTAc<ERs. .° TICLL 20.0 PSF REF R408-- 43915 Lty.. 1 ". TIC DL 7.0 PSF DATE 03/01/17 a pg ,rvg'[ e Pur,cc, a+s. fnxta! e f prov Ow , -y O ,nq Per BGSf. Eln n }' BC DL a 0 PSF DR f^{(( 1 W HCUSR498 17060547 1. II T 2h¢ 1 (M f as Rol., 4' 164)A 2 F f`+s r froGJ - d` BC .L 0.0 PSF HC-ENG KD/DF draw g, y x bu d es ,n son Yor Hance w,tM1 AN51/i PI i, nr Yap hantl,rvg sn pp„ u e° AN D'W coMpkw „v- at — a - "ar ...,.... a 4,= `' TOT. LD. 37.0 PSF SEQN- 736954 4 a{1 eb this d f,p or a— pqr II{tlW ttl{ d—In. I,Witet{{ mOtr+e{ of p10foo*1 1 {nOInMrinp f [yq 9; t r{{pon{Ybi,itY wlr1Y for C1M d{{i WF {Mi{wre, TF{ wftMilitY {eW t/{{ of this drweFnp for {wY {trvttw{ ff ^{ L. { 24O6 Lakt Q[ ,t D,. Swe IS) r{eporx ib,lItY of tM wbildinp ow{Ipn{r p{r A IMii 1 5 .2. ,wU'' DLIR • FAC . 1.25 FROM RF OrL3[Jo Ft. 3283' r irew - .ion P ..ttix Ju 9 nerx! "4 sa wo ns. FLCOA>Jz7s . P we a1P, r 1 r..,, 1 cA: x <.,n .,, -: Ic illiam H. Krick Lic. Nunefree 70 61SPAC) NG 24.0" JREF- 1VYR40$ Z19 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15S!.s-/141J1d A Upt Iray Master -UAVIU WttKLY -- Lot SS Keagan VOrnt JANI'VKU, rL HJ/ Value Set: 13B (Effective 6/1/2013) Special loads Lumber Dur.Fac.=1.25 Plate Dur.Fac.=1.25) Top chord 2x4 SP #2 Dense TC- From 0 plf at -1.89 to 55 plf at 0.00 Bot chord 2x4 SP #2 Dense TC- From 2 plf at 0.00 to 2 plf at 9.84 Webs 2x4 SP #3 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 Lumber value set "136" uses design values approved 1/30/2013 by ALSC TC- 21,94 lb Conc. Load at 1.41 TC- 117.64 lb Conc. Load at 4.24 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located TC- 231.93 lb Conc. Load at 7,07 within 4.50 ft from roof edge, RISK CAT It, EXP B, wind TC DL=4.2 psf, BC- 17.06 lb Conc. Load at 1.41 wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC- 100.08 lb Conc. Load at 4.24 BC- 177.41 lb Conc. Load at 7.07 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. 2X4(Al ) L--1-10-1Q---,j 9-10-1 Over 3 Suppor R=318 U=143 W=4.907" 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. R=71 U=23 23-10-6 0-8-0 3-9 14 R=328 U=63 0-4-0 0-8-0 1. Design Cr i t: FBC2014Res/TPI-2007(STD)> PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. i; f 1 Y:1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARN lNcl WAD AND F p ALL Y6TE5 Qt THIS WWiMC[ IOMMTTANT flNtKiSH THIS fM MG TO t- COHTWICTOYtS 1Wt W1W llff llfSigtFlS TC LL 20.0 PSF REF R408-- 43916 tJ AN f1W CC1MtYtWY 24W La}.e C-6mDr., SoefNl B PP 4 ,, , a„d h a f f i .. e wr q Pe g s w: Bi. B, Bi0 pV ApOi P .: ,xi. aEw o ne J Cba. i reo :exe. u r As rs<.a t xs f P ASP fTK B U Y C G a 1 Poe Y x fan ecn aa«, a - .v r ,.r=.,.,, r a t f. a fna br Y.r a.w ff of q chfs b fre. f efet...ec.oc.bt. or >rarossfob.r rHpCn ibilfCY Polo ly for tM tlos. ffyx Y,oat. Tho w e bifftY u'N of this Grwte,p for .. strut urn is r apa,sibifYty f ttxr eui{dirp OWx i{pvr frr AN51/TPI / Swc. 2. u. 7C18 1 i 0 4 s ...,..< J ppj f { 46y„ .+:1ail, Yye981t TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT . LD . 37.0 PSF DATE 03/01 /17 DRW HCUSR408 17060546 HC-ENG KD/DF SEQN- 736970 DUR . FAC . 1 . 2 5 FROM RF 6ES PACING 24.0" JREF- 1VYR4O8 Z19Oiaruk.FL, _83- Fi, COA*J Jr8 At NNE ... ,.,, .- rPf x„„R .,,.,, WTcn- ..,..x ,. .. ,y. .,,,, fcC - --s illiani H. Krick Lie. Number 7Q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 1bDlS-/!4`J`J A Upt tray Master -UAVIU WttKLY -- Lot Jb Keagan Yofnt JANVUKU, rL HIJII) Value Set: 13B (Effective 6/1/2013) This plate works for both joints covered. Top chord 2x4 SP #1 Dense 139 mph wind, 22.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bat chord 2x4 SP #2 Dense anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 SP #3 DL=S.O psf. GCpi(+/-)=0.18 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Hipjaek supports 7-0-0 setback jacks with no webs. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 0-4-3 2X4 (A1) - ZA4 III L--1-10-10--J Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2-8-11 6-6-A 6-7- 9-10-1 Over 3 Supports— R=398 U=101 W=4.907" R=176 U=87 3-10-6 0-8-0 2-9 14 R=393 U=33 1-4-0 0-8-0 0-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(0%)/O(0) 15. r d Y:2 FL/-/5/-/-/R/- Scale=.5"/Ft. TARN lNIEI RM Afa fouoa AU WTE5 ON THIS 0arlNG1 ffpors-uwrisn THIS OQAO1 ro Ate oorfxpwcrmFs fM luotMG 1 fosnaferu. TANT F TC LL 20.0 PSF REF R408-- 43917 a„tl eF htl h a off 7O8 DATE 03/02/17 v aof9C.SIc(8urtong CcmPonxne Sefeey InPorma, :o», hyFPl a KFC.A)rtds hnep 10, TC DL 7.0 PSF ng Y 1 1 I P emp Y 4 Pe 9G61 ik. tl o. q. 4 s DRW HCUSR408 17061028 rex: N3. Bi B 0 F Apf= wT BC DL 10.0 PSF J Y the ! f!$ ub fxa Ro Sf:f1A T Y l LBC L 0.0 PSF HC ENG GA/DF Af iTft g + c F . Y , ,et, f, r" n con ror msncn .,ch "ANSIi1PF t, o u hertnfenq. >h,PU,.,y n e SEQN- 84655ANITWcoMPAW y, Y sr n nn h „g n. t,nztt.,_ at f f q TOT.LD. 37.0 PSF soul On ohlo 6 ify K oo— P.O. Fi-IM -1. 41-11 , inOFo ooi 0000p—oo of prof000le f orp inMrfnp tbifftY f FY for tlfloi NWw.. T!r Otis tlrpirty for is a`f%kk 1p +b'6 Ftdf 4 DUR. FAC. 1.25 FROM RF roopony Y.Ito yt soiCYYfffoY orftl fM of orfy •lruc ,moZ' o.,f, pf , S.:. 24WLaaOmg Dr_S.,w150 rWapansfofiftY of t,.. 4. q ' -1 AkSI 24.0" JREF- 1 VYR40Z19 80rtanat, FL 3283, FL COA#(Y..78 AtPIW - . TPi o, g, -CA x ,., .vy <. icc ..... n-ova illiain It. Krick L.iC. Number 70 61SPACING THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15575-/7499 A Opt Tray Master -DAVID WEEKLY -- Lot 35 Reagan Point SANFORD, FL - HJ2 ) Value Set: 13B (Effective 6/1/2013 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Lumber value set "136" uses design values approved 1/30/2013 by ALSC 139 mph wind, 20.80 ft mean hgt, ASCE 7-10, CLOSED Bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 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 naiis(0.162"x3.5"), toe nailed at Bot chord. 4,24 F— R=13 U=22 0-4-3 R=37 U=10 2X4(A1} 1-10-10-.j 7-1 Over 3 §uppoctfs R=127 U=69 W=4.907" 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 2.59 BC- From 0 plf at -1.89 to 4 plf at 0,00 BC- From 2 plf at 0.00 to 2 plf at 2,59 TC- -21.94 lb Conc. Load at 1.41 BC- 17.06 lb 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-_3-10 1- -2 +/0-8-0 0-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) (_ +f, PLT TYP. Wave FT/RT=O%(O%)/0(0) 15 tj`,QTY:1 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNIMCI•• RM AND FOLLOW ALL WYES ON ,HIS DRWING{ " IOWTANT" co 1 1HIS t c 10 Mt cow1wCIWS lwlwtM 1K tNSrAtIERS. '•; TC LL 20.0 PSF REF R408-- 43918 Est « c 5 [ ty m ° q pit nCA7 I Y Rr ° 708 1 TC DL 7.0 PSF DATE 03/01/17e 4 r I 1 p bn0, g Pb B S1. r BC DL 10.0 PSF DRW HCUSR408 17060548y bovvc63. F3l N 6 ppl 1 AppIY PI {rn- LP0e J lla I t eA ft! ^bac2 S 1 ov t n o t 4a,p „ g g „ r ,, y as BC LL 0.0 PSF HC-ENG KD/DF H. ,a u n e .,<na °` . < TOT. LD. 37.0 PSF SEQN- 736956 ANrrWCOMLIIXJY ,,. a<, a nv a ate. * .« 1 an tb{s 6r IM I1.,., [his tlrw lnp, {M fc w of orp.— trq Ibt { itY wt fY for W Oosf pn Mrow,. TM •uitNilitY W uN of t1,t• Errirq for any structures fs ty ( (( 2400 Lakt 0" gk D"$tIRt ISO rospansibYl 1ty r tM fWfl6inp o aifyssr t»r AMSI /TPt 1 Soc.2. ` s' "' E't + DUR. FAIT. 1.25 FROM RF FLCOL 78 ' "` °' "` PAC ING 24.0" JREF- 1VYR408 Z19 ca>c*l.ta aEP ..., , . `rpf .^. , ,: •TCa """ "f ^ , y.,- I -- .«_ •-a am H. Krick Lie. Number 70 6FS 03/ 022017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS ^ DIMENSIONS) SUBMITTED mTRUSS MFR, Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, Lumber value set ^13B^ uses design values approved 1/30o03 by ALSC Bottom chord checked for 10.00 psr non -concurrent /.vo load. prvv/ uo ( z ) 16u common ma./s(0.162^x3.5^). toe no//eo at Top chord. Provide ( z ) 16o common na//s(0.16e^v3.5^)' toe na./,o at aet ^xnru. 2X4( A1)= 1- 4-n--J s- o-o Over 3 Supports n~ zon o~51 w~4" xL~ nz/-z7 Wind loads and reactions based on MWFRSwith additional C&C member design. o^ r/ oct.on meets L/z*o /^*^ and L/180 total load. Creep increase factor for dead load is 1.50, P~n* U=m Design Crit: FBC2014Ros/TP!-2007(STD) Scale =.6^/ Ft. REF R408— 43818 DATE 03/ 01/17 DRW xcvsn* vn `maos 2 HC-ENG KD/DF SEON- 736962 FROM RF JREF- 1VYR408_ Z19 03,102/ 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kIt)b/b-/14'dV A Upt tray master -VAVIIJ WttKLY -- Lot J:) Keagan 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. Provide 2 ) 16d common nails(0.162-0.5"), toe nailed at Top chord. Provide 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Point ZIANrVKU, FL - UJnZ,) 139 mph wind, 21,93 ft mean ' h t ASCE 7-10, CLOSED bldg, not located within 4,50 ft from roof edge, RISK CAT ITEXP 6, wind TC DL=4.2 psf, wind BC DL=5,0 psf. Gcpl(./-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep increase factor for (lead load is 1.50. R=147 U=61 R=61 2X4 (Al) = 2X4 III 1-11-8 2-8-0 5-0-0 Over 3 Supports 3 1 R=194 U=20 RL=74 22-10-11 0-8-0 1-1)-3 1-4-0 0-8-0 20-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) PLT TYP. Wave FT/RT=O%(O%)/O(0) 1 FL/-/5/-/-/R/- Scale =.5"/Ft. 111ARN I MG I READ AND FOL ALL NOTES ON THIS GWIMGIJ t TIC LL 20.0 PSF11w LOW REF R408-- 43920T"T.. 1-1 1.$5 -G io .1 cow'.Oks IWI-1w T ...... . TIC DL 7.0 PSF DATE 03/02/17 BC DL 10.0 PSF DRW HCUSR408wf 17061029 SVT 0 BC LL 0.0 PSF HC-ENG GA/6F AN ffW COMAkW a[, TOT.LD. 37.0 PSF SEQN- 84584 A wwt en "1w d-1,9 o,, corer pago listing title o,wiq. I-- __P_ of P—f-1-1 r.:b fely fllj Ti- —i—i I ity -1 of N1* for --1 is YAo:::t :* ly ik,1 ol D—Ii,-, ANSI/Pi 1 S-2. ON DUR.FAC. 1.25 FROM RF FL COA;G 278 Ai P1W W1 --- -, WTCA y iCC N iffliam It. Krick Lic. NurUhLr 70 0SPAC I NG 24.0" JREF- 1VYR408_Z19 03/02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, 1bb1b-/(4VV A Vpt tray Master -IJAVIIJ WttKLY -- Lot .Sb Keagan roint _$AIYrVKU Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1,50. IPLT TYP. Wave 2400 Lake orange Dr, $ufce f g} Wra do. FL 32837 Ft G6A O 218 2X4(A1) L-r-1-4-0--j 1-11-8 d-4f8 2-8-0 5-0-0 Over 3 Supports R=288 U=51 W=4" RL=92/-27 rL - UJ3I ) 139 mph wind, 21.60 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. 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 Bat chord. R=134 U=55 2-10-11 0-8-0 1-1 -3 R=61 U=0 1-4-0 0-8-0 1- -0 41 20-4-0 0-8-0 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/0(0) 15 WWINGI " READ AND FOLLOW ALL NOTES ON THIS DPMIN61 IWPORTAMT•• I f- THIS INNING TD ALL ix7NTNAcriru5 INCCIAYIIW (t!: IMsrilt.LE NS. F rreq, r ,ng. M1 pp nq, of l+ng an x,r.y. Rc ram ero-qu - e+era+mo cure rn rner cac .nn t s ,,.xt o ar a a. r. tro BCSt LB a.rk} Cameo 5 P y In rma £Pf arW 1ITCA) y o Par ng i In r pra femgrar nq pmr' BCSf. (M e. r W tprama all -opo ty a ,a r rti8 a ac tl s r a properly a q-eifing. L o w nt fats - 9 w BJ. NT c 910, a apPl aUlc. APPIY P4at •w arv6 i,nwio M`} ogirK DOtaYif3. un ess rio'tatl wctimrw ze. RarYbr .wHngw 46ftko1 roF st xx,tlar'b PCx. po t onc- gg A ip e O fFA' 84 tl p CPmpPn G- uir i 11 e pw 1 y tlwrxt rtn Ire' r mr g, b .-ux n can(orm - F ANS (/YPf Y.ra P nillirep. >t pP ny ,f nti t+ ba = J Y arises. I thls O 1lq ..p.r P.w 1fsY ilq Chi. tl frp, tntlfClt.i .ec.PCrit. t prof...twul .mW llN{rt wPoiisib:f:tY wily fx W W.ipn sfw.n. TM sufttltfi itr +'b us. of Chi. trrwfmR for «.y :trot urm i• vspwls ibttlty of tM WYiiG ieq Aai paY( pK ANSI /(PI t S.e .2. For mar rm s Jov general no- Page a v v < >. ALNNF ww..elp,n -caw 4iTP1- mvr. LP ns .ar g, WTCA u c u ry'a.om, iCC . ..•arc-Piq 3 FL/-/5/-/-/R/- 0 t< NFL 5 BONA k Main 11. Krick Lic. Number TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 6ISPACING 24.0" 2- 10-3 Scale=. 5"/Ft. REF R408-- 43921 DATE 03/01/17 DRW HCUSR408 17060550 HC- ENG JB/DF SEQN- 737139 FROM RF JREF- 1VYR408_Zl9 03," 02 2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I5z)l5-//4vu A upt. Tray master-UAVIIJ wttKLY -- LOt 35 Keagan 1'Olnt JIANruKU, rL - t,Js ) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21,10 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC Top chord 2x4 SP #2 Dense DL=5.O psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Wind loads and reactions based on MWFRS with additional C&C member Lumber value set "13B" uses design values approved 1/30/2013 by ALSC design. 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. Provide ( 2 } 16d common nails(0.162"x3.5"), toe nailed at Top chord, Provide ( 2 } 16d common nails(0.162"0.5"), toe nailed at Bot chord. 1-10-11 R=59 U=28 0-8-0 1-1 -3 R=50 U=0 `TT20-4-0 0-8-0 2X4(A1) Ll-1-4-0--J R=222 U=45 W=4" I RL=62/-23 Design Crit: FBC2014Res/TPI-2007(STD)` PLT TYP. Wave FT/RT=O%(O%)/O(0) 15&fi F'°.QTY:2 FL/-/5/-/-/R/- Scale=.5"/Ft. WARNINGI'• READ AND nxux ALL ROTES ON THIS DRA*UYGI 145T "IWfi= f ` '°.fi`- ,. '.: µTC LL 20.0 PSF REF R408-- 43922 ORTART" TH15 tUMISHfMiMIw TO I Alt. fOktNKTORS MLTWtT b IEALLcR _ TC DL 7.0 PSF DATE 03/01/17 cno rscsi (e Ie ay c x sae y inforea , r ref wr caJ r a ur, a pe 4 t ak f P P Y 9 6C.41. Un i aw, y p {1 ,q - BC DL 10.0 PSF DRW HCUSR408 17060543 Q cne a o« m i i I,.ar. a r... ,„A.+. ztx s t ryT T " ., ai ., I Y . c G Y BC LL 0.0 PSF HC-ENG KD/DF ANfrWC0&4A W .. nv r s ,..:, „y ors ,,.« .u< :o„ ro., .rcn n .n+nv . e . 5 ' mra1TOT. LD. 37.0 PSF SEQN- 736961 4 WI Chi. Nwfnp Ot e.v.r w0 f f.Y lnp Chf. Ofwlrvi IIM i..C...cpPC ..f praf...POn.t V.- ". fi rgp. n. ibifFCY ..I.Yy fa Yh. Wsipn MI..e+. Th. wie.bit1YY .•.....f Chi. Ofi..inR for . .c —. i• e Y 'i DUR. FA4. 1 25 FROM RF 24(KpLakeOmpeDr.. Sense 150 ••w«,: miYlcy .f <n. svnaY.q u.,.i,. o., µsenvf r s.. z. ° `id€#g r1.. .. 4t 0HanCOA '& PACING 24. 0" JREF- 1 VYR408 Z19 FL con avna0.LPIML w«v. of p„<,tw.e<xn; rrt .,.,. , ory: rTca < t,,, .«y.<o,,,: icC ., <..> ,..„-g iilialn H. Krick Lic. NunTber 70 fi FS — 03102/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 15SlS-//4VV A Upt [ray Master -UAYIU WttKLY -- Lot St Keagan Point JANtUKU 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. 6 2X4(A1) tL - k ) I ) 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. 20-10-11 R=-36 Rw=24 0-31 R=9 Rw=15 U=10 7 0-8-0 L-1-4-0--J 1-0-0 er 3 upports R=201 U=56 W=4" RL=32 PLT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(0%)/O(0) 15 WARNINGI" READ AID FOLLOW ALL MOTES ON THIS OWING," IrpORrAMr•• ttMWlSit r.Is f1WIM6 10 AL.1. cOMruwcrpes INCLUDING Tut WslA t"s ,.y T a i ry Fnbr g h t 4: PA 9 enl r ana b " R a CI u neevieYBC51 (tSu Ie nq Compoan e 5-1y Inform rx .o„. ty TPIi WTCA)r -1- Pt acti pri pu p.rora,nq c m5ten ex4 .r, i a.o,oe ce*wnr..,r , scsi. urf a x ew 5 Uar Raf mp' th6h L t pa 0.1P tl FFW W f p G pa G 'up F i t w c W i P Y st w (r*yn AN ITW COMPANY w p y P ,u :us confnrnenca wi Cry AN51 /I pl i a f areal ievy atti ppirg w1 a Chia Wiwi, Of I*Y P", ns IM t 1& Efwlrp, frvlic te fKwptnfCb of profs lonrl Wi 1l 11 rwtponiibility wl.ly for — IUD 1i sbowr. TM Wuit iI ity MW VN of Chi* dr iM for Yy sVuctur is U 2kiQ L3i:C i1;2REB Y. SUaC IJi} ibi city of tM M 1 dltr i Soc..z. FL 32s;i FLCOA 00278 Kor more blur ti JaU Y goner.. 4 page aae — ce+,: 111NEorg, W CA. .vw s cr ery.c fCi, ,ee o g I OTY: 8 N" s . 0 1 UT A+ - I k Iliam H. Krick Lic. Number 70 FL/-/ 5/-/-/R/- TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24,0" Scale=. 5"/Ft. REF R408-- 43923 DATE 03/01/17 DRW HCUSR408 17060544 HC- ENG KD/DF SEQN- 736955 FROM RF JREF- 1VYR408_Z19 03/ 02/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TSS{`J-//499 A Upt Iray Master -UAVIU WttKLY -- Lot. 35 Keagan Voint JAwrUKU, VL. - UJ61) Value Set: 13B (Effective 6/1/2013) 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 Tap chord 2x4 SP #2 Dense DL=5.0 psf. GCpi(+/-)=0.18 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bottom chard checked for 10.00 psf non -concurrent live toad. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. PLT TYP. Wave 4LP1 24(K) Lake (kan,c Fh . Sue l Ct 01i.1fn. FL 328f Ft, COA 00 2-9 2X4a 2X4 (A1) L<-1-4-0- J 0-0 Over 3 Su port R=222 U=45 W=4" RL=62/-23 Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 154 WARN INGI •• READ AND FOLLON ALL MOTES ON THIS M WING) ' IIgTIITANT" IlNtN{SH ,.IS DRA 1ID MI CONTRACTORS 1WI.IW1*G THE 1N 1M-tk] . 4 4 pp 4 f q aIC ofBesiCButlRcaapoSIf1aY (pl ftiGA7 f y nl rw pr ope, (n ,ny c ,n, f pr nv tl empora y b ,q Per BCSI. lM + n op 11 p- n y 'nen -. q tl b tl p Ra pY M n e v B3. BT 610 ': ppi F.. App1Y P n .. hR J W • z.ed a Rss€ tlS .. tkrOfc Z mWtrd p. po yp 0. 1 P t Tr B tl 8 Ca.npa G -w4, f - I it aw ny. y - bu f,x uas n nnfnrmanr;e rrtn ANSI/i pt t. nr for hanUY iry tt,yPi,q ns Ilae on b q l ru.sea. 9 — XI A fep of oOWf ppe (fsYlnp Yhft tlftefnD, fntlfcetet taeepYence oI profttslonel erpl r stporuibl4itylelyfxI—o tNtiSpv M,Otn. The 111Yt 1 Yy tfW uw If Chit Crwinp for t^Y ttfuc 1 1s taprxlwfbifity of the 6u ddr Dais per AMSI/TPI 1 See.Z. e -ar acinn ,ae en e& cne g n, AtPtHE. .nu. aiP+na c.om; FP{ .cP,nrc .org. IPTGA. . in , ry.c fCC ew.,ccs e.ure} 21-10- 11 4-0 8-O 0-8- 0 20-4- 0 TT +/- 0- 8- 0 S eJ-«` tx; L ties. 708 1 t T i7 Fk.. k iilialn It. Krick Lic. NunibEsr 70 FL/-/5/-/-/ R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.5"/ Ft. REF R408-- 43924 DATE 03/ 02/17 DRW HCUSR408 17061030 HC-ENG GA/DF SEQN- 84660 FROM RF JREF- 1VYR408_ Zl9 03/02/ 2017 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. kioziizi-/t4uy A vpr tray master -UAVIU INCMINLY -- LOT: JD Meagan roinE ZiA1MrVKu, ru Jsa) Value Set: 13B (Effective 6/1/2013) 139 mph wind, 21.43 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(,/-)=0.18 Top Chord 2x4 SP 2 Dense Bet chord 2x4 SP 2 Dense Wind loads and reactions based on MWFRS with additional C&C member design. Webs 2.4 SP 3 J) Hanger Support Required, by others Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1240 live and L/180 total load. Creep increase factor for dead load is 1.50. 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 But chord. 2X4 III F_ 21-10-11 0-8-0 21-4-0e2X4mR=19 -/- 0-8-0 0-4-0 2X4(A1) 2X4 III +/- 0-8-0 ij-0-0 Over 3 Suppor%j R=118 U=10 RL=43 PILT TYP. Wave Design Crit: FBC2014Res/TPI-2007(STD) FT/RT=O%(O%)/O(0) 15... Irl f-IN,i Q Y: 1 FL/-/5/-/-/R/- Scale =.5"/Ft. KARNIMGI:: READ AND FOLLOW ALL NOTES ON THIS DROING1 jY .,Z, IMPORTMT'. I~ MIS Iw 10 M1 U)iinkAclo" 1wrim1w TW I TfttEtkS 1 h.11.11.kY, 1 -1T aa,T,p 1 01 08 TC ILL TC DIL 20.0 PSF 7.0 PSF REF R408-- 43925 DATE 03/02/17 DRW HCUSR408 17061031 AyF=20 fE AN (rW COMWNY 2400 Lake 0,,m, , Swte 1,5f) 1), g. ILPON Alp y tpotOn , tl y for o- T,- _i. -X4 b" icy MS., id"i; Fe BC DIL BC ILL TOT,LD. 10.0 PSF 0.0 PSF 37.0 PSF HC-ENG GA/DF SEQN- 84605 DUR.FAA. 1.25 FROM RIF PACING 24.0" JREF- 1YR408Z19011.W0, FL 1- 31 FL COA IKJ 278 ATP. inCA 1C am , Krick Ic, Number A—, 11 1 0o "Pi ly LUN, 4' 2.E, WAS N P 45WS AT AP SAMSM sciz% wmm"' 0,R SL 4C!te', 171"1 a G' B A C K '11 R.P, 1 N C, S Pi.- I C U 'JU C, A Detaks cnd R mp 1hp 470H UWNKKK TM AM W/ CT QN CAKW—, Umwy) NAAS ER X/aN NA— M" GX W2WAV) WAS AT T2P AND SMIUM A 2xf SMAN RMK MIMH SMMUMK TU KUQ W/ (3) Wd CIMN WMW"V; NM,", RF' TR'! NFI: AT - [ re q nc S v(W't Si equN 2ac' ts'j a'u j MA UM c4x!) wl SIRDRANSK BKOHNIlt A MCHMPTA WhANAIMS W All 11 11 r F— I R7 p.0, Y. —w Oct lox 16ZAty of ( y Far vTTT,Z==I, th, rvsp—ibdity of t Butt —g 0—q— p— ANSI/M nrxi AM F- -- "-t— — 1111 iCb ij k', k" '"; I streLu : fir a"no "row - W-Ad 5t-OMMU4 waqnu ond n"ar r" wmk OP a Px W- The r,rpese o,locioc; JPvpQ0 tsao V')otNeer" 7cusseb' Pv-.'U" Iq ki 0, n,owum l"(Pulal 0) P'> nixonons 04 M, FnOr nysipri 2 —' powmmm as " Mwn m UL 10 0' wo mox l IN, town- n 'crogm' nvj 'brarkyr qnmp7mr- mntowwl/ unpo '-% lg' i' ar" mocrimt si- wr turw rPqwrvnPw cO cal fuy,- or- wCov nynipm R-Qr ir lh- 'runn ophyn Doculng NEW VC th- wrackig recu-pl-Prti Fm twAS4 03mon- ent. 3-agwT, nl-nn; pork b-kR;rqj' recormpnoutcm For a teos4 nyoopm w hP4 con'ti- c"I v36r"'. tio'c" it "djht""r' t('-, n thF- Pnot ndn hwWwww) 00#P--' Wow:& cc "" Y"Ut vionaton renwm MUM) rMint too&, wv h an fcwunuj- Top OF I Knnr nyntpmn a-"- P, pd c , top ontakc ton Z' StIonyool< ur- ','--.io brwwn surpty kro, m I PY K F STWAKHM, M PSF DATI MCl/14 HC LL E, 41 0 @r '17 mjR, 1 03M21017 CLP Rlc?inf orcincj M e m 6 e r bs-t -t- t i o ni T—R(-inforc This detait is to be used iiiher-, a- Coritin,,iotis LuterQ€ Restraint (U-kl) -Peirl' is specified on a truss design but an alternative web or reinforcement method is desired. Notes: This detait is ciniy applicable for charging the specified CLR shown on single ply seated designs to 1-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified it chart be4ow may be curservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member SpeciFied CLR A"ternative Reinforecemer-'t Size Restraint I - or kleir)F. Scab Rpinf, 2x3 or 2x4 1 row 2x4 2X4 2x3 or 2x4 2 rows 2X6 2-2x4 PX6 1 row i?x4 I P)<6 2X6 2 rows 2X6 2 2X400 2X8 1 row 2x6 1-2X8 2x8 2 rows 2x6 2x(,(>.() T-reinforcement, L-reirforcerient, or scab reinforcement to be same species and grade or better than web member unipss specified otherwise on Engineer's seated design. 00 Center scab on wide Face of web. Apply (1) scab to earn Face of web, Apply to either side of web narrow face. Attach with loci (0,128'XI0"Min) nails at 6' oc. Reinforcing member is a minimum 80% of web member length. Sc aka Reinfor-c-Prnprit: Apply scab(s) to wide face of web. No more Char. (1) scab per face Attach, with 106 nails at 6' oc, Reinforcing member is a minimum 807 of web member- length. aaYNBtMCNts READ AND "kL13W ALL hWUS ON THIS OMWINO 94RMTAHT— FURNM4 THIS IXIAWW ITS ALL CUNTRACTURS MUUDIN6 THE 04STALLERS, T _qw- --- Carp in.fob-tiev, i-t.i" antic Refer t. A W% 1y £t-t etb i- Of SCSI (8,AQ6nQ C-Pc 't Safety InF-Vby IF, i11 S1 7if P-tc, Pr- t. t- F-tines.- 1-%wt- Shan ;- -= 11 " kitics, I 10,Ytt.,hFdttt bottoprt kt( P-P-'Y aYt-ked L-1't.- f- P - - - Ft I. ii -kAe Ap; Of truss antiposi- Qk- t uet-s- - noted a- I Ref- 16OA-Z fort— sk—d plate P—t-- i A, 11 iTY 8e. Vv C-4—t. G,—P I- ik at be anyI AN JWCOMPANY Zp— *V, any roa— to buid the —f—e .11 ANSI/!Pi 1, — for A -1 this d-. q P.W t tiv this k- -t- -Ypt-- f pr-f-sk-k 13723 R—t—1 D.— Of trtt55-S. 1— qW—,4rV —p—." ty .Wy f— the d—iq. h.— MW's"ki'ttawlty " of tws droaigSft 2W for arty structure is the —ponslAtty of the &Adg beig— pperANSI/TPI I Sect.M-yL—d Heights, MO 63043 fv nforha— setsthis, job's 9—at -- P UIandtheseeos,t— ALPINE: —k,, TPL tpt—q, SfIrk WWW - stxleyQ; TCGXTVT -Reirif L Reinf, Scab LLI PSF 11REF CLR Subst, A TC D[ P-,F DATE 10101114 BC Th PSF JDRWG BRD, B,,1LJR1014 o IBC LL Psf T 0 T, L 1), PS F 17 DUR, FAC, PFICING 03i02/2017 abl e S tool 4leinforcemen t De La ASEE 7-10. 1140 mph `Vind S eed, 30' Mean ire oht, Eno osecill, Exposl.4re E, Kz 1.u0 Or, 120 M,ph Wind Speed, 30' Mean Height, Par tiatly Enctased, Exposure C, Kzt 1.00 Or: 12C ripe Wind Speed, 30' Mean Height, Enclosed, Exposure B, Kzt = 1.00 Or' 100 Mph wind speed, 30' Mean Height, Partially Enciased, Exposure D, Kzt 1,00 2x4 Brace Cis lx4 ''Brad 2x4 'C" Brace w t27 2x4 'L' Brace -0 (1) 2.6 Brace w 1C2> 2x6 'L' Brace wy Gabte Verticot No r Spacing Sspecies Grade Braces jGroup A Group B Group A Group B croup A Group B Froup A rGroup B Group A ZGroup B y I #1 / #2 4 Z 6' 1Z' 7 2' 8' 2 8, 6• _ y g _ ._10` 2' 2' 10, 13' 4 14' 0' ' 14' ' 2 _ __ 3 __' t _ _ 3 ' fc' , 6' 21 J 6 7 1 e S _ e s rc 9' a' : Sa, 01 12' a a3' P_ 4' c ta' c" M` Q S l Stud 3' ?E7' 6' 2' 6' 6` j B' 8' 5' S 1 Standard 3' 10' S' 3' 5' 7' 7' 0' 7' 6' _9' 6'_ 10, 0' it, G' 11' 10, 14' 0_ 14' 0' CU Z 4' 2 7` 0- 0. 3' 8' 3' 8` 7' (9' ZO' 10` 3` T3' 0 13' 0' 14' D" 2 4' 1' 6' SS' 7' 2` 8 2 6' 3 r)` 9' to, 21 12, to, 12, 4' _. €4 ^u' ' 0 3Y 4 C . 7 a' 11- 7' '7 I_ 9 8 10' 1" tl' 7 12' 5' 14' 0` t 14` C' , 4 D i __ Stud 4' G" _ s' 7` j 5' ZI• 7' S' .. 7' 11` g 9' 8' 10, iM,14' 7 i t2' S` Z4 f4' 0' Ili Standard 3 3' 4 Z3 S 13' 6 6 7 G T 8 ZO 9 60 3 1t` G Z3 ii 14 0' i i / #2 4 8' 7 H' 8 3 9 4 9 9 1' 2 11 70 4 0 14 u i4 0' SPF#3 4' S' 7` 6" d' 3' 9' 3-9 7 f! 6(11V 6' 4' V 14' 0 £a G 4' 0 l f j Stud 4 1 7' 6' 8 0' _4' 319' 7' 11' 01 Zi, 61 14, 0' 14' 0' 14' 0' % i4' 0' Standard 4 —6` 5' 6 flfl' 8' 7' 9, 2' TZ` 0' 1V 6' 13' 6' 14' II' 24 0 14' 0` 2 a l0 8' 0• € 8 4" 5` 6" 9 110' Z1' 3' 11' 91 14` 0' '1 4' 0' 14 0` 4' 0' G --___ 2 4' 8' 7 Fi` 8' 3` 9` 4' T9' 9' lf' 2' 11' 7' 14' 0' i 14F G 14 i:" , 14' 0` 0 14' v -14 0` t 14' DFL v' Stud .- 4' 7' 6 10' 7 3' 9' f'___( 9' 881 12 1' 11 6' 14' 0 j 14' 0• t........__4' 0 f.... 14 0......... Standard 4' 5` 6 8` 0' 8' 7 lf' ZO' iZ' 6' 12` 7' j 13, 15, 14 14' 0' 1 / #2 S 8' 9' 9' 1` 1G' 4 ZO` 9` ZS' 2' i2` 9" 14' fl" 14' 0' 4 14' 0' S i #3 4 10' 8' 7' 8' ill 10, 2' _ 10' 7` _1E 2' 12, 81 14, 0' 14' 0- 14' 0• 14, G' J 4 10' 8' 7' B' Zt' 1G' 2— f0' 7' F U HF stual2 2 8' 14' 0 14' 0' 4' 0` Z4` 0 : Standard 4 Z0' I s 7 ZZ' 9' 1Z` ZO 7` Sz -1Z2 8' Z4` 0 Z4' 00 14' 14 0' . Z 5 4- 8 la' 9 2' 10, 5' 10 0" T- 125' 12 11' 14' 0 4' 0' #— 14 p• ..._ 14 .t•__._. 2 S c' 8 9 9 Z` IZ G'4_` 10, 9' € 123 q 2 9' 4` Z4' 0' i ?4 (S 14 Y j j ( # 3 5 C' 7' I 8' 4' 10, 3' 10, 8' ic" 2' 12' 8• _4' G' 14' 0'_ 14 E (T 1 . 0' I lif 1 Stud_ 0 7' 10' 8' 4 10' 3' 10, B' I 1?` 2" c 8" 14' 6 Z4 }' Z4 ( j4 0: Standard 4' t0t0'— j 6' ZZ` 7` 4^ .. 9` 3' ; 9 Z0 12' 12' 8'— 14 0' 14' G' 14' f` 14` 0 Synn F ia't le Truss € Diogonot brace option: § verticat tength nay be s f doubted when dsagonat j j brace is used. Connect I gp jjj dsagana( brace For 525a 1 •L' [" _ -'' ( t (. at each end. Max web 1 13race E 1 totat tength is 14'. 2 6 V -L tt2 or better dtagonat Vertical tength shown brace'. s¢ze in table above, or double rut I 7 r 45 Cns si', on at '<, s upper end, Connect diagoncE at j I ` r4. `sr dpaintofverticotweb. Refer to Chart above VARNINCdwr READ AND FTTLLUV ALL NOTES ON THIS DRAWING Wt RTANTww FWNTSH THIS WAVMG TO A.L. CONTRACTTIRS OCCLUDING THE INSTALLERS. AC T—ses rwc•w•w eutre na carom it fabricating, Nantlkbtg, s " g, a^.stat4;..g and or —'a Rafe, to a,& fa4f6w tb5a tat¢st odtkk of SCSI to.AdY,g Conponent Safety SRFarna lion, by TN ¢rd SOCA) Far safe procr es prtor to perfw. these fw tin inst4ase snot[ provtde twrywrary brac"D per Rcs Lr rss Hated atnarw(sw, top ,Hord %torti have property 41tache' str;s6-tw-at shenttvtg and battan w Hitt Ha e n preyerty atticrod 14d GIarg Locations %haw for pernnnent tataroi a —hT of v.- D7 47 or Diu, ppcteatde. Appfiy 1st t . to earn f e rove bra "'g r+stniia6 per HCSI.1- UPUN- 1- stmH andon pas=cunasstwcswnth .ioant Deta3s, ..wens notes othar-e. afar tod^awbxgs t -E fix sec ,Y patty k eo, a Wvitxrn of STY BxT C nts Cx ix- shalt rat to res ponsf Far any day pztEon AN ITWCOMPANYthisabnyFalse` t bwid ttue truss onf Hance 'th AN "i/TP[ 4 f hnrvWfag, sFG¢ rag, to 83nSYt(tu5 S g of t Se . A scot an A. i*, se drwingtom' w page [istwtg sho ae-awing, ht4 t s erwpt a of t312.tRverTwrtespakrawswwrnirasryons. tysorelyfthedesignsew, Tea suit To,ty and of taws drowwg t Sto 141U far an sit nrnY structrr-e is the resporisM NYty F tat BuitWig flesipr wr per Md2/TPi ! Sec.2. 1y A Helghls, MO 63043 far F rare r,farwtoo see this job`s 9—eat motes page crdt nose web sates, ALP,HE- www.o[pvie3tw con; FPT www tpr s t.arg, SK. www,sbca stryorg: icc wrwA—Fe-org E Bracing Group Species and :grades Groiup A S nice Pine-F'r [een_-Eir ii ? / k2 $ tantlara j € Ye St ucl N3 staa t if3 star artt Doc taP Far -Larch Southern Pinewww Stud L L StudOndffrd =u Standard Group B 4er+-f it taFAl:-Atr Daus ia5 r-Farce Southern t"new x 4 1 a2 az t 1.4 Braces Shatt be SRB (Stress -Rated Board,. For 1x4 So. Pine use onty lndustriat 55 or 3ndustrici 45 , treys -Rated Boards. Lroue B values May be sad rite these g,aaas 3 Galati T ru s met t No es 4+ir> d Load defter son criterion is L/241). Provide upi, ft connections fcr 100 p€f over continuous ben lg CS par TC Bead L-W Gabte end supports ioaa frnn 4' 'J• Guttookers with 2' Q' over rang, or 12` plywood overhang. Attach braces wtth sod «S2Q`x3D nini nails. iIE Far ( 1) 'L' brace space natts at c' o.c. 18 end zones and 4` pc between zones. 300'01 ( 2) `L' braces. space nods at 3' o.c. in 18 end zones and 6" ccbetween zones. brn , rwst be a :-+tn of 007 of web Menber ring h, Gable Ver icat Prate Sizes f ` 1ert;cat earth Nonce , # Less than 4 Q" 2X4 Greater than 4' 0', but 3X4 ! Eess than 11' 6' 1 Greater than IV 6' 4X4 # r Refer to conhon truss design For peak, spktce and heat plates. l Refer to the B-tiling Designer for conditior:s not addressed by this deta7. RE r ASC 7-10-GAB14030 DATE 10/01/ 14 T)R'dC3 A14030FNC101014 tCa MAX TOT E_I1 6-0 PSr 1417 It K MAX, SPACING P4 0` irr< r ir „i„k- 7nurtt _ __...-- 03/02/2017 R 0) P As, U!" vor [ pt-, vert≈ Mow Truss Note Saps owwa" as" gwor wn4 For e VMS Qr v"My swus Mg -wed truss opygn for rnm, b, aM V", OaWS C cjaec 'e'tfc', p'atr,s 'Se no one wat C"ws we w L"e ea c io tet, To S.'an X4 jj T' TV 01-A d ah, TO LW-W" QW T' to vwo"n : erhws, vy 7' "'Mw ry on" smsed w 0""e cmm"urs 0, .0t sweWs, on We engrewea truss uesgm nonopwtv xPar game wtou A"aw ew, ' "worm" rm", aTl' End D""Pr NoM M"w" C."we '""wwu me vw wa No Cmnw AAR. 3%-N NVIS at 4' vc Dws wgm . 11 From top to wtw, Mwal n t?Te Top Olol GrCLtG.. "ror"s 2Inr`-'rrrg -^+2 ncl n 'St" oe a",u grudv P.0 S"Otwo il. cn-on, LL 4v s Tae,as S', 4' cc pi L-2K 91,k til 4 N"; 4; tuene,S n a,.,a k Ctto, Clorlil, Ths de" A to ne Uwo An We uMwprmw Now game Get" ror AKE ad Old AG ummomc mHoww" wwoww" a Quonvc AVA M wad yppn n TAROMC ATUWAMC MMMnM" MMMMM, AYMM>M4 Mew TOOP MGM 30 Ct, KM 1H P 11 e I 7-1 1 Dwta Moe VertaN = Mac SP #3 LM" n Re"' Mved fbbw vprwut tengm S11515ENCIV1s S5[,QWMT I ' 0 7' P' Si8l0i5f Nl"` C8i'„ SH53ENCT555, STOWNWMI SV0KWMwj SWUNKMM5, 1 4 =[ s SMwEWMM% SMWE c'- -i- --- --- - We oopmproW Anne gove wna Fur urnev4j 1111AP01111-1- READ .11 11111..1 ALL NOTES ON 1..1 DPWI. FURNISH THIS DRAWING TO ALL LONTRACT(IRS INCLUDING THE INSTALLERS, t-- ' Pro- t Z t role Uft orZ 1 ' tttiz.. l- — 4' ,, )A-1 I- 1-14 1- positrors i7v co P AN OW COMPANY 1, lof pr.r—''—t l umm—mm". saetyForX :1=Izof t,. —-9 Suita206 for any sttresjb ity of ow &AdwQ Desiorer ;w ANSi/TPI I Sec, 2 structure H"ht' r'4063043 F'fo-t;- - t" — - .. ALPIM W .. tz"'s" r, 11-F-9 9 CAUTO opt, IMAX, FT it 62 W, N 17 K'i'L I i, bj REF LEll"N VD 7 DA11 11111114 03M21017 commen tary D e r e t i U r-) a r--, a r-f 1C e r Camber may be huRt into trunwn to uompPnsnW L spun of rruns (Kchpn) for the vertWaL deftection that reSLAtS from thp D Depth of lruw, at ElPFAn.tion Pont Wchp& applAcaticon of toads. ProviAng camber has the foltowing advantages: INC omm - dpd JPF V to 41 Hetps to ensurp !PW c-eiUnqjb and FLoorn after dead toads are appUeo lounq lawe mi L, 40 FaWtatps drainage -,,() avoid pon6ing on ft(at or- fv(, 1 - q ad To tw L-c-2qJ tow stope roors. FN-tuhPd Roof Trunwo X tVP40 Cverti(, (it) t /180 (vertic-aD lb Compensates For dii-erent defFiec-tion Ftoor of Room-ln-Attk 24 L/360 Wertical) I W40 (ver Q at) cKirnc-tPristic, betwPen adjacent trusbeq, Trusses 40 Improves appearance of gnrnge door hendprq Ftat or ShaHow Pitched 24 L/360 (varticaD L /1340 (ver W at) and other tong spans that can appear to 'sag' Roof Trusses 19 Avdds 'dips' in roof KdgeHnes at the transAion Residentia( -toor lruqheq 24 L/300 (wrtical) 1 AW (wrN aD From the gabtp to adjacent Apar spun trunnvq. Commerciat Ftoor Trusses P 0 L/480 (Vertica,) IP40 (vertit o!) In accondance with ANSI/TPT I th(, BL4itdinq, Designer, through the ConstructOn D=,fnents, shatl pr-ovide -.he Sc Trusses 1,14 0 P-)' (horizontalt) tocation, Grection and magriitu6e? oF at,, loads attriioutakAe to ponding, that may wwr due to the design of the r-oof drnknage system. The HuRding Dpsignpr shnH atso npwify 1runn QD or"Wny,oyv-cl — any dead toad, tive load, and in service cr-eep (Jeflw( tion, Pit-lhed Trussp 1.00 x Def ection Fr-om 6c,tL4ai -Dcad Load criteria For f(at or, tow stope roof's subject to ponoing Ow, S Def(cm- tion Fromk"ping Paratlet 115 x VerUnd Chord Trusses ALtUat Oead Lcmol The amount of cam)er is dependent on the truss type, span wadwo apphCution, etc-(,tenas, Ftoor Trusses (025 x Defoct,on T'r-cm Live Load) More rmst-ictive timits or- at owabte c (, f L ec- t i o r,, a ri d Ac tu4at Deaol t o(,d stenderness ratio Q/D) may 6v reqwred to hetp control vibration- Ftat Roof Trussen (12',) x Deflector) from L ve Load) 11"-) x Desiqrl Dead Load Defle( tion) The Following to otes arc, provided a- quidelines for- Umiting dPftPCtKn and estimatinq camber, Conditions or Note the aLtLAat dead load may be c-on,iderabty tess than codes may exist that require exceeding these the design dead C) a d, recommendations, or- past experience may Warrant u-inq more stringent limitations, o,,O READ AkD FULLUV 1141S 0 VM"UW,W. ALL NOES ON DRAVING wxlWWTAkl-* FLOWSH EMS D"WIW IG ALL CEINTRACIURS IW.LUDIW, Iff INSIALLERS. R FF 11 FLECKAMB st-t Ww W BENI 10 n W 0, i t ... Y DA T E 10103114 S tl —e * PrO ty tt-k* lg d -KWIQ- L—— DPWh lK FLCAMBW14 E PP4-6i teApp y P't— —h c, f t B t -W— SCSI —t— RJ, B/ — 81% of JTW,BAoV g porznt 11-111P I ll XIIIILT11-111111 F- Y d—t— f, kpw ::v AN I T-W COMPANY t i Y r. J L u t A .. t — E-W ttmo th- t— —Pt— f L4 4. IONAL13723R,—pW D—. —pa—bAity f 0 , i-- TOw —4t, ty w — a 04. i—wv W. 200 f— I, tt _p—ib&rty of th BtAokQ D—W p— ANSL/TPI I S 2, 17 M,yL—d H—jbi,, MO 63043 P-lt—, TP SIM" W-w-0 -k I i, -r 70S A 03020017 0 FO FV F-0 FO F0 FO FO Po Fm Fl3J i.. ALWAYS 5ET TR.;55E5 PER LAYOUT AND ENGINEERING TH,4T,4CCF,4NY THE TRUSSES AT DELIVERY Refer to truss engineering to verlry all girder ply quantities and required nallinel bolting pattern. REcoiluC' OPY E44IN6 %LE LOAD[W-i 1313m4:> h WIND 12 EXPOSURE 5 4-3/ 16' WEEL PLUMB C: UTI I T'T' FICAL TIRU55 ENE) LSNLE&& NOTED ON L1,4* ' '0-17 4LL ROOFNr-- - 44E'Re14;RE 2 4\::,, ALL Fl- cc*< +44NGER5 ARC T 4422 N-5' E&& NOTED 07+-41=-;,;Z IC-E. BEARING HEIGHT6 i HAWSER TAKE B'-4' 14E*HT 4) PU-6,26 13) TF44422 13'-8' WEIISLIT 8'-8' I-Er.14T NOTE IT * THE REI$FCN"LITY OF T7.& BUILDOA& DEOW4M OR Qt TECT TO PRCVVE JW AP"MV-P"It 00#'C7roN FOR "IUW TO &WPORTM 6TiMACTIM PER REACT;" &CW 04 TRM PCW. SPECIAL CCt* CfRATI0I,* FOR t'EGWNKAt. EQfiPM A?lVIM P1. 0-00a (*4D TFEgt C4X#4ECTIOS16) *4 M166 SPACE LOT BE CILACM. 4"M BY MULDER CN APPRC'vW Tft" LAYOUT PRIM TO I- AEORbCATIOhL TW6 COMPANY 16 A Tft" 1144FACTIARER U406E FW6PC%*0fLITW6 ARE LMMU;l TO TWM DESCRIBED IN UJTCA I-MM VE6404 IWMPOWIIILMEW ACZORDWILY, IT DACLAM ANY FlEePaN6 !T" AND/OR LIABILITY FOR TWE CCN&Tf%JCTICK DESIGK DRAUD", 00CUIENT5 MCLUD94G TWE MTAJ-LATIO04 AND BRAC442 OF MMWIES ? ACTURED BY TWO =11AW WAfRNING CCKVfWh2tAI- FRA" C* EftCTfCK AND/OR PT1V1AWW MRACW. I NOT T14E RE6PCN615LrrY OF THE TMJ86 DESIGNER PLATE H~ACTkJRER, OR TRUSS M~ACTIIR1Pt PERWNS ERECT1,4 TRAW.6 APE CALITICNED TO SEEK POWFESSIONAL ADVICE R52ARDW, ERECTION 6RA0W. 04014 * ALUJAYS RECLURED TO PREVEW TOPPING AND DCPINOMG DIMERECTION: AND PER11ANNt BRAC4N3 6WCW MAY BE REIAMNED N SPECIFIC APPLICATIONS. SEE WDE TO GOOD PRACTICE FOR 4040LISG, MTALLIa RE.6TRAIN4G A BRAC44 OF METAL PLATE C,>#,SCTSI> LOCD TSZJ66ES RES".r—AT' CW I mcsi 2006) FOR FURTuEQ TRAIe" SHALL BE METALLED k A STWAAG&4r AND PL" P-06tTICK WERE NO 64EATWWj 16 APPLIED DIRECTLY TO TOP AND/OR 50TT01 CHCWDI!I THEY &CALL BE BRACED AS SPECIFIED ON TWE EWPAMqM DEW-4. TRMft 6"-L BE HANDLED UT;4 REASONABLE CAPE 01000 ERECTICK TO PREVENT DAMAGE OR PERSONAL. kAmty. 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 I t"U. 407-321- 1440 / 386-872- 5098 / 352-557-4901 LONGWOOD / ORMOND BEACH I MASCOTrE DAVID LUEE<LY 40 KAM cjIB A ELEV. OF. TRAY Ir/eLK'Suwtv LOT 35 REAGAN POINT ALE DATE DRAIN BY 1ITHISI- C 11'55" 3- 1-17 15 RECC)RD ('011Y City of Sanford Building and Fire Prevention Product Approval 1 7 - 8 5 2 \` Permit # Specification Form Project Location Address 4611 Tampico Way I __- 1 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,floridabuildinq.or g. 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 Description Florida Approval _# include decimal) 1. Exterior Doors Swinging Plastpro, Inc 8'0" Non -impact Opaque Fiberglass Door FRONT DOOR LOCATION FL# 15213.37 Sliding Sectional Amarr 10'- 16' Garage Door FL# 5302.14 Roll Up Automatic Other 2. Windows Single Hung Silverline Extruded Y!!II FL# 19715.1 Casement Double Hung Fixed Silverline Picture Window w/ Nailing Fin FL# 14918.2 Fixed Silverline Picture Window FL# 14918.8 Awning Pass Through Projected Mullions Silverline Structural Beam FL# 6067.4 Wind Breaker June 2014 Ow Dual Action Other Category f Subcategory Manufacturer Product Description Florida Approval # includingdecimal 3. Panel Walls Siding James Hardie HardiePlank Lap Siding FL# 13192.2 James Hardie HardiSoffit Panels FL# 13265.1 Soffits Aluminum Coils, Inc Aluminum Soffit FL# 12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles GAF Fiberglass FL# 10124.1 Underla' ments InterT!a , Inc Rhino Roof FL# 15216.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofin tiles Roofing Insulation Water roofin Built up roofing System ModifiedBitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing System Roof Tile adhesive Spray Applied Polyurethane Roofin E. P.S. Roof Panels June 2014 Roof Vents Millennium Metals MMI-2 Off Ridge Vent FL# 16568.1 Other Category Subcategory Manufacturer Product Descrrption Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Simpson Strong -Tie META 16 FL# 11473.9 Sim son Strong -Tie H10 FL# 10456.3 Sim son Strong -Tie H10-2 FL# 10456.3 Simpson Strong -Tie H2.5 FL# 10456.3 Truss Plates MiTek MT20 FL# 2197 Engineered Lumber Boise Cascade Laminated Veneer FL# 1644 Railin Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete 4,6,8,12 inch wide FL# 158 Insulation Forms Plastics Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online 0S jT Submit surc'arvc Scats &Facts Pu61!cat,on5 Fac staff 8clS S,tc Maa Lmi,S Search 4' 0 j, Product Approval USER Public Use, e-- , --'- , > Application Retail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FLI5213-R2 Revision 2014 Approved Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants,com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 440) 969-9773 Ext 18 scott]ohnson@plastpi*otnc.com Ron O'Connell 5200 W Century Blvd, Los Angeles, CA 90045 440) 969-9773 Ext 16 ronoconnell@plastpro,com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I" Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, R.E. I Validation Checklist - Hardcopy Received R "M 101/1.5.2 1997 101/1,5.2/NAFS 2002 AAMA/WDMA/CSAI0I/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 tAtps.11www.PoridabLalding,orgtpr/pr_app—dtl.aspx?paratTi=wGEVXQwtDqv3yWKJZlQRC3FgPGdq9zlTp%2bKNJ2OqENbwWgYlOnaBQ%-3d`/a3d 16 2115/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page I / 2 40 FL # Model, Number or Name Description 15213.1 a. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door Grain/Rustic/Mahogany Series Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL1,5213 R2 11 Ins LjZ5ZLLLj?df Approved for use outside HVHZ. Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15213.1 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152112 b. Smooth/Woad Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - [nswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ; Na Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P, E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other; See INST 15213.2 for Design Pressure Ratings, any ELI 52_14 R2 AE—EvaL IJZLLL=,f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 15213.3 c. Smooth/Wood Grain/White Wood 68 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15213.3 for Design Pressure Ratings, any FL115213 R2 AE L.,jl L) -3,1,;dfL additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1521.3.4 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 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 152114 for Design Pressure Ratings, any EU5113R' AF f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15213.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites Grain/Rustic/Mahogany Series utilizing 'Lip Lite" Glazing - Inswing/Outswing (OXO - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No EL15aj R ? ' 2--U-10a hUps:,'/www,flocidabuilding,org/pr/pr_.app__Otl.aspx?param=wGEVXQw(Dqv3yVVKJZlQRC3F9PGdq9zlTP*/a2bKNJ2GqENtywWgYlOnaBQ°/.3d°/a3d 215 2/15/2017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Design Pressure: N/A Created by Independent Third Party: yes Other: See INST 1.5213,5 for Design Pressure Ratings, any Evaluation Reports tu52,13 ki A"" additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars. 15213.6 f. Smooth/Wood Grain/White Wood 6'8 "Impact,, opaque Fiberglass Double Door Grain/Rustic/ Mahogany Series swing/Outswing (XX - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FIL 521 P 11 1131 _L 2, [,j_J,_pdf Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.6 for Design Pressure Ratings, any Evaluation Reports ELI5l.?1.3 U-AL-F-,2!LiL-Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars. 1520.7 9, Smooth/Wood Gram/White Wood 6'8 "Impact,, opaque Fiberglass- Double Door with Side - I - i tesGrain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/outswing (OxXoFiberglassDoorConfiguration) Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ; Yes FUUJI—R Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 152133 for Design Pressure Ratings, any Evaluation Reports ELU.211_a2_AL_EL/ 7 additional use limitations, installation instructions and product j 11 f Created by Independent Third Party: Yesparticulars. 15213.8 h, Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Dou I bi I e Door with Si 11 de li tesGrain/Rustic/Mahogany Series utilizing "Lip Lite" Glazing - Inswing/ClUtswing (OXXO - Fiberglass Door Configuration) Limits of Use Approved for use in HVHZ: No Installation I I - I I I .11 Instructions Approved for use outside HVHZ: Yes FL IZUA pqt Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other, See INST 15213,8 for Design Pressure Ratings, any Evaluation Reports ELL A i Iw additional use limitations, installation instructions and Product Created by Independent Third Party: Yesparticulars. 15213.9 i , Smooth/Wood Grain/White Wood 6'8 "Non -Impact' Glazed Fiberglass - 1 Single Door utilizingGrain/Rustic/Mahogany Series Fiberglass Door Snap Frame" Glazing - Inswing/Outswing (X Configuration) Limits of Use Approved for use in HVHZ: No installation Instructions Approved for use outside HVHZ; Yes Impact Resistant: No EL112_1 I R " jLjag , Verified By: Lyndon F, Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213.9 for Design Pressure Ratings, any Evaluation Reports additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars, 15211 10 j. Smooth/Wood Grain/White Wood 6'8- "Nan -Impact" Glazed Fiberglass Single - 1 Door - with Sid - e . 1 1 1 1 t eGrain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XOFiberglassDoorConfigurations) Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: yes FL152j3_E2[Lj2.jL iL2 U) 11 t Impact Resistant: No Verified By: Lyndon F Schmidt, P,E. 43409 Design Pressure: N/A Created by Independent Third Party: yes Other- See INST 15213, 10 for Design Pressure Ratings, any Evaluation Reports FL152! 3 R2 AF F,il 11)i I ii P-d-f additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars, 15213.11 k. Smooth/Wood Gram/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with Sid I elitesGrain/Rustic/Mahogany Series utilizing "Snap Frame" Glazing - Inswing/Outswing (Oxo - Fiberglass Door Configuration) Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FELIJ,) 3 R Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant; No Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 15213. 11 for Design Pressure Ratings, any Evaluation Reports FL15?1,3 R2 additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars, littps:,I/www,floridabuildi(ig.orgiprfpr2pp_.Otl,aspx?pararn=wGEVXQwtDqv3yVVKJZlQRC3FgPGdq9zlTp%2bKNJ2OqENbwWgYlortaBQ`/`3dQ/`3d 315 2/15/2017 Florida Building Code Online 15213.12 I. Smooth/Wood Grain/White Wood 6'8 "Non-Impact"Glazed Fiberglass Dout)le Door utilizingGrain/Rustic/Mahogany Series N "Snap Frame" Glazing . fnswing/Outswing (XX - Fiberglass Door Configuration) Limits of Use Installation instructions Approved for use in HVHZ: No F 11 -2. 3 R2 E !nst js2 j3,I2,p(!,fApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 15213-12 for Design Pressure Ratings, any EL!d2 I 'R A E, I additional use limitations, installation instructions and product Created by Independent Third Party: Yesparticulars. 15213,13 m, Smooth/Wood Grain/White Wood Gram/Rustic/Mahogany Series N Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure; N/A Other: See INST 15213.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 1521114 n. Smooth/Wood Grain/white Wood Grain/Rustic/Mahogany Series N Fiberglass Door 6'8 "Non -impact" Glazed Fiberglass Double Door with SideliteS utilizing "Snap Frame" Glazing Inswing/Outswing CXX0 - Configuration) Installation Instructions FIIS213 P2_11 ris,.,LKI _3 L , , Verified By: Lyndon F. Schmidt, P,E, 43409 Created by Independent Third Party: Yes Evaluation Reports ELL5 211 R Z_ Aj-L)LjLjJZQ. 11 f Created by Independent Third Party: Yes 6' 8 "Non -Impact" Glazed Fiberglass Single Door utilizing "Lip Lite" Glazing - Inswing/outswing (X - Configuration) Limits of Use Installation Instructions I I I I Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F, Schmidt, P,E, 43409 ImpactResistant: No Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: See INST 15213,14 for Design Pressure Ratings, any ELkU__1LR2_AE Evj1_L52j2.L4 -1 additional use limitations, _21 particulars, installation instructions and product Created by Independent Third Party: Yes 1520. 15 0. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed Fiberglass Single Door with, Sid I el I ite Grain/ Rustic/Mahogany Series N utilizing "Lip Lite' Glazing - Inswing/Outswing (OX or X0 - FiberglassDoorConfigurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15213.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions 1E112_ LLQ4_f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports ELI 12 111 ? A E Eva 1115213 151 Od—f Created by Independent Third Party: Yes 15213. 16 p. Smooth/Wood Grain/White Wood 6'8 "Non -Impact" Glazed -Fiberglass-, Single -Door with Sid -elites Grain/Rustic/Mahogany Series N utilizing 'Lip Lite" Glazing - Inswing/Outswing (0x0 - FiberglassDoorConfiguration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure- N/A Other. See INST 15213,16 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation instructions 1. 5 2df Verified BY: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EU__ 213 P2 _AE Eval ISZ13 L5 2& Created by Independent Third Party: Yes 15213. 17 q. Smooth/Wood Grain/White Wood 6'8 "Nan -Impact" Glazed -Fiberglass I Double Door- utilizing "Lip Grain/Rustic/Mahogany Series N Lite" Glazing - Inswing/Outswing (XX - Configuration) Fiber - glass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other: See INST 1521117 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars, 15213, L8 r. Smooth/Wood Grain/White Wood Grain/ Rustic/Mahogany Series N Fiberglass Door Limits of Use Installation instructions ELLULLaLLI Inas _t1U11Z=f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports nlaa_ R" I - - ' I -,, Created by Independent Third Party: Yes 6' 8 "Non -Impact" Glazed Fiberglass Double Door with Sidelites utilizing "Lip Lite" Glazing - Inswing/Outswing (OXXO Configuration) Installation Instructions https:,' Iwww,floridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDqv3yWKJZlQRC3FgPGdqgzlTp%2bKNJ2OqENbwWgY[OnaBQ%3d%3d 4/5 2(15/2017 Florida Building Code Online Approved for use in HVHZ: No F—I 113-R E j LLr 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 LU 5 213 EL2-,A - Ey-, 1 5213.1E additional use limitations, Installation instructions and product 2, Created by Independent Third Party: Yes particulars, 15213, 19 s, Smooth/Wood Grain/White Wood WO "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 ELL-5-9-?-jLLrj:jL I 13 9_)clf 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 5? t additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, t5213, 20 t. Smooth/Wood Grain/White Wood 8'0 "impact" Opaque Fiberglass Single Door with Sidelite Grain/Rustic/ Mahogany Series N utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No j52_U R2__U rgiLjRUjq I Approved for use outside HVHZ: Yes 2d 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 EMZjj R_kval additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, Go to Page Page 1 2 Contact : : 21, 101 61 t11 5tone Road. TallatIris3", "1- 121c)9 the State of Flonda is an AA/E[0 employer, Cortynaht 2007-2013 State Of Flitioda, EUXajt-,St —en Statement Refund Stajemg,,i, Under Florida to,,, email addresses are public records, it you do not want your e-mail address released in response to a public records request. (to not send electronic mail to this entity, Instead, contact the office by phone or by traditional mad, If you have any questions, Please Contact 850,487,1395, "Pursuant to Section455.275(l), Florida Statutes, effective Octoolr L 20Q, licensees licensed uncle, Chapter 45S, F.S, must provide the Derailment ,,in an email address if they have one. The emouls provided may be used to, official communication with the hc"We, 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 455, F. S_ please dick here . Product Approval Accepts; F155 L3 0 cred, cafc, Safe https:/ A, vww.floridabuilding,org/pr/pr2pp_.jdtt,aspx?param =wGEVXOwtDqv3yVVKJZ 1 ORC 3FgPGdq9zlTp%2bKNJ2OqEN bwWgYlOnaBQ%3d%3d 515 IN s r o 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door WSWING / OUTSWING NON -IMPACT, z S GENERAL tslqjS 1 This product has been evaluated and is in comphonce with the 51h Edition 20-14) Florida Building Code (F8C) structural requiernents excluding the "High Velocity Hurricane Zone' (HVHZ). 2 Product anchors shag be as ksted and spaced as shown on details. Anchor to 0 0 embedment base material sholl be oeyord wag dressing or stucco. 3. When used in areas requiring wind borne debris p(alectIan this product Is requited to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud ffOnng construction, anchoring of these units shall be the same as that shovm for 2x buck ma" construc,4 , 5, Site conditions that deviate from the clejoi,,s of INS drawing require further engineering analysis by a licensed engineer or registered atchilect. TAKE Of CONIExTs SKET # of5ciumN I Typical elevaf+ lrl design Pre,— 91;wd & _- rrotes 2 Door panel details 4 Vertical —cross sections trix- rion 6 frarrre trrtfxrtrtg - I X buck mosor" construction s i Corr 7 '1ents 37. 50'MAX. OVERALL FRAME WIDTH SMUG MAX, FRAME DIMENSION DESIGN PRESSURE (FM POSAIVE NEGATIVE WSWING 37,50'x 97.5T 75.0 75.0 OUTSMNG 37.W x 96.50" 75.0 75.0 y z A72 ZUw!" " 2LO'l,21 cAu NJS u. a 6' JK Ft. I or 7 i 35.75'mA"I. DOOR PANEL WID11 I 2 DIE] INTERIOR EXTERIOR i -,\ tlgkLZOWAL CROSSSECTION_ INTERIOR EXTERIOR 3.W LATI;HjffIf t A SAS) U-1 VERTICAL CROSS SECTION At T ozI V 114- MtN, Ema. (TYPj El INTERIOR 7 L-1 Ll X XI1003 3'\ G33 EXTERIOR b17 HORI ZONTAL SSLE;IIOMt3Shown ' xJi CSINK OAS, pyp) c's"K — ( TYP) 201 07 INTERIOR 02" INTERIOR EXTERIOR EXTERIOR11'/ 27 E)f 1 N HORIZONTAL CROSS SECTION tg, HORIZQ"_CRCISS SECTION CC) okop also o 'o A. 00 Z: yomm t1l z9mi0 O 4 A L 0 1- 114' M#4- Ew. (Typ.) K ol 21) EXTERIOR INTERIOR YERTICAL CROSS Lb",ON 0,'."='hown - inswTVoves EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION ot 7:E F-77-77,7777-78k EXTERIOR INTERIOR VERTICAL CROSS SECTION 4 Shown w/1X sub -buck EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION z d; T, g11% 0 c ui Ixe: Q i LLFSFS aKs 4 MASONP O°ENNC 2X 5U( BUCK ANCHORING kft,ANCHOR NOTES' 11 concrete cmcho' locotions at the comers inay be ad)uslecl 10 fno"ctn the "Nn edge dstonce to mortuf joints, noted 0s "MAX.ONCfNTFR-n"tbe<30usjecto moviown the mn, e096 d$lance to mWorjoints, cdcmonco concrete crwjjor n; y be fecrNe'd to 6ns'xc the "MAX. ON CENTOr dlmenkN) ore rol exCeed&d, 3. cc"Kwete O Vhlof lotke: ANCHOR ANCHOR MIN, WIN —CLEARANCE VIN — CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW TAPCON' 114- 4' ELCO UORACON 1/4' jeqpl) SCREW iWALLATIC414NgLfS: j '* to' "I, " end d5f0lnCC. & L, 5poChq at Ood K_-w' to ;xevant the spohng Of Wood, HINGE JAMB MASONRI OPENING ERA 2X BU( FRAME ANCHORING t/ aspruy _2j I; osul7,c Z_ x 000 z HINGE DETAA Ai STRIKEJAW208 7 LAlltf! H A DEADSOLT DVAjL t! _ 0*1/1_11/2__ Q 152 1,3 37 M If t!WjGf DETAIL CG LAT4;ff d_PfADSQLT WAIL C AMJ£OR NOTES. oO—, ff. -.wl -JQ-6#— 1- niarfu joeits, Od(Af70.x tbj., ANCHOR TYPE ANCHOR SIZE EMBEDMENT 7N, CLEARANCE TO MA30148y EDGE W W -- — ICICARANCt IQ ADJACENT ANCHOR JTW TAPCON, 1/4" 1-114- ULTRACON' 1- 11r c TAPCON' 31163' 1,1/4 1 1 1- Irr lNGE_JAAI8 MASONRY OPENING FRAM Ix Buc j l ANCHORIN G io STRIKE JAMB 0- Nl eA, if z 0 n 0 , Zz z o 5 6 E oz o t2 t 05101112 r ii-- N -Ts JK LFS Ft 1' 5213,31, doprjj l Product Approva I 1Z. 1 USER i"Ibb, User Florida Building Code Online WIZ 7, Stake & Facts Pubf caoons FiX stape acls Site Map Lrnk5 Search a k' 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 developedtheEvaluationReport Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL5302-R7 Revision 2014 Approved Ama,r Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336) 251-1307 robert,richar-dsonPeritrerTiatic,com Brandon Gentle brandon,gentic@amarr,com Brandon Gentle 165 Carriage Court Winston-Salem, INC 27105 336) 251-1308 brandon,gentle0amarr,com Danny Joyner Am8rr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner@)amarr,com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a LicensedFloridaProfessionalEngineer Evaluation Report , Hardcopy Received Thomas L. Sheimerdine PE-0048579 Intertek Testing Services NA, Inc. 01/01/2025 Steven M, Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5302 P7 Col Referenced Standard and Year (of Standard) Slandara ASTM E 33() Y-W DASMA 108 2002 2005 Equivalence of Product Standards Certified By Sections from the Code https:l/www,nor,dabuiIding.orgipr/pr__app-_Ptl.aspx?param= wGEVXQwtoqunL7seVZMFLLeOOysN2RYes*/`2bb>(zb2LOlg*/03d 1/5 2M,Wo 17 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: YesImpactResistant: 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 regionunlessstructureisdesignedaspartiallyenclosedordooris areplacementdoor, Product Approval Method Method I Option D Date Submitted Date Validated 08/26/2015 Date Pending FBC Approval 11/09/2015 Date Approved 11/09/2015 12/15/2015 SuI.M.11"arY of Products F , L # Model, Number or Na me Description5302.1 Amarr Stratford 1000, 2000 (N I 1 1 60' 1 0 1.'. Dwg I I PC- - 6 11 0 1- 16- 140-24, 10'-ThruAmarrHeritage10()o , 2000 (M950);6'wide Amarr Oak Summit 1000, 2000 M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: YesImpactResistant: No Design Pressure: +29,7/-33.8 Other; Design Pressure -1,29.7/-33.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris regionunlessstructureisdesignedaspartiallyenclosedordooris areplacementdoor, 5302,2 Stratford (M60()); Heritage (M950), Oak Summit 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 regionunlessstructureisdesignedaspartiallyenclosedordooris areplacementdoor, 5302.3 Stratford (M600); Heritage - Mg 50); Oak Summit (M650) Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ,- YesImpactResistant: No Design Pressure, +18.2/.20.6 Other: Design Pressure +18,2/-20.6, Not for use In HVHZGlazingoptionshallnotbeusedinwind-borne debris regionunlessstructureisdesignedaspartiallyenclosedordooris areplacementdoor, 5302.4 Installation instructions FL -9 , 302 R7 N Verified — - tg_fk_p(, 11 1 1 11, 1 :1 H EL Created by Independent Od 579 Et Third Party. Yes EvaluationReportsA= Created ed .7 reat Rt2g-L- LQ FLp Lf byIndependentThirdParty: Yesa Dwg, 'RC- 6016-145-24,--10' Thru '16' wide', Installation instructions flUjU R7-_ Ll[_R-,6 , 24 Verified BY: TOM SW Jr wir- 7 EMERDINE 004- 8579- Created by Independent Third Party: Yes Evaluation Reports4r- Created by Independent Third Party: Yes Dwg, IRC- 6()18-110-15, 16'2 thru 18' wide, Installation instructions Ed l A:1_JLIRS a:!jjaLjk, Verified By TOM SHELMERDINE 0048 S79 Created by Independent Third Party: yes Evaluation Reports CreatedbyIndependent Third Part y: Yes Stratford (M600); Heritage ( m950); Dwg. Oak summit (M650) IRC-6018-120-15, 162 thru I& wide limits of use Approved for use in HVHZ: No Installation Instructions 5 QL 15 Draw Approved for use outsideHVHZ: Yes Impact Resistant: No Verified By: LTO M- SHELMERDIN—E Design Pressure: 4-21,6/.24,5 Created by Ind0048579 Independent Third Party: Yes Evalu Other: Design Pressure +21,6/-2,4.5, Not for use in HVHZ, FL530a2tiRon Reports 7 AE IRC-60 13- l2o, 15 R Glazing Option shall not be usedinwind-borne debris region by Independent goorl 7.1 "I _211 7- 1.,ELXGLI unlessstructureisdesignedas partiallyenclosedordoorisanependentThirdParty: Yes replacement door, 5302.5 Stratford (M600); Heritage (1` 11950); Dwg, Oak Summit tMrQn IRC-6009-110-11 Thru 9' wide. Installation instructions FL5302 R7 11 fRC, 6()()9 Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R7 AE _IR—C-6( oq_j!)-11 Re Creaked by In=per=t ,r Party: Yes ht'p':"www,flOri(iabuilding-orglprlpr- appjtLaspx?param=wGEVXQwti)qunL7seVZMFLLeOOySN2RYes%2bbXzb2LOlg%.3d 215 2(15QG17 Florida Building Code online 5302.E Stratford (M600); Heritage (M9S0), Oak Sumrnit (M650) Dwg. [RC-6009-100-11 Thu 9' wide, Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No Verified BY TOM SHELMERDINE 0048579 Design Pressure: +15,8/-l8.7 Created by Independent Third Party: Yes Other. Design Pressure +15.8/-18.7,Not for use in HVHZ, Evaluation Reports Glazing option shall not be tR '' used in wind-borne debris region unless structure is designed as partially enclosed or doom Created b r Thirdy [ndependent Third Rarty Yesisreplacementdoor, a 5302.7 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-120-15,Thru 9' wide. Limits of Use Approved for use in HVHZ; No Installation Instructions Approved for use outside HVHZ: Yes F -2 R7 tF tRC-600 pr-,vi o % 10ImpactResistant: No Verified By: TON SHELMERDINE 0048579 Design Pressure: +22,8/-26.9 Created by Independent Third Party: Yes Design Pressure +22,8/-26,9, Not for use in HVHZ. Glazing option shall not be used in RepoOther: FL5 2 EvaluationR7AE I,R L6C09-!20-15 Renoir wind-borne debris region unless structure is designed as partially enclosed or door is 7- Cr eated by [ndependent Third Party: Yes I FL replacement door. a 5302. 8 Stratford ( M600); Heritage (M950); Oak Summit (M650) Dwg, IRC-6009-130-15, Thru 9` wide. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes 5 2 O_ &0J_U _12U! 111I9_F. r_ F ; ImpactResistant; No Verified By: TOM SHELMERDINE 0048579 Design Pressure: +26.7/-31.6 Created by Independent Third Party: Yes Other, Design Pressure +26,7/-31.6, Not for use in HVHZ. GlazingoptionshallnotbeusedinEvaluation 53f Reports 50' 9-`-, Ry `; Ra;oor wind-borne debris region unless structure is designed as partially enclosed or doom is u 7-1p FL ocff' CreatedbIndependentThirdParty: Yes replacement door, a 5302. 9 Stratford ( M600); M950 Heritageg (M950), Oak Summit {M650} Dwg. IRC 60011 9- t40- 15, Thru 9' wide. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No R7 [r I -" C9- Verified By: TOM SHELMERDINE 0048579 Design Pressure: +31.0/-35.1 Created by Independent Third Party: Yes Other: Design Pressure 1-31.0/-35,1, Not for use in HVHZ. Glazing optionshallnotbeEvaluation2R7 Reports R7 AE IRC-`009-'40-IS used inwind-borne debris region unless structure is designed as partially enclosed or dooris Reoort 7-' C Fes( Created by [ndependent Third Party: Yes replacement door. a 5302.10 Stratford (M600); Heritage (M950), Oak Summit ( M650) Dwg, IRC-6009-150-15,Thru 4` wide, limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No FL53a=— R } 1 0 ' fi rar;n n r p Verified By: TOM SHELMERDINE 0048579 Design Pressure: + 35.6/-42.1 Created by Independent Third Party: Yes Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. Glazing optionshallnotbeusedinEvaluationFL5302 R7 Reports r Ii2C LJJ91KRwind-borne debrisregionunlessstructureis designed as partially enclosed or doogr is C . ' F .prof Created by IndependentThirdParty: Yes replacement door, a 5302.11 Stratford ( M600); Heritage (h1950); Oak Summit (M650) Dwg IRC-6009-169-15,Thru 9' wide. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: Na FLS302 R7 I4 IR }( -,.9-, i rawir, 7-1C FL c;r Verified By: TOMSHELMERDINE0048579DesignPressure: +45. 3/-51.2 Created by Independent Third Party: Yes Other; Design Pressure + 45.3/-51.2, Not for use in HVHZ, Evaluation Reports Glazing option shall not be te I used in wind-borne debris region unless structure is designed as partially enclosed or door is Independent Created by [ndependentThirdParty: Yes pendent hard replacementdoor. a 5302.12 Stratford ( M600), Heritage (M950); Dwg. [RC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Installation Instructions U- - I [Rr"- 9+.r;, -'0(i it v g f- per „dc https:"www.tioridab(aiding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZNt FLLeOOysM2RYes%2bbXzb2LQig%3d 15 2/1512017 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: TOM SHELMERDINE 0048579DesignPressure: + 15.2/.17.2 Created by Independent Third Party: Yes Evaluation ReportsOther: Design Pressure + 15. 2/-17,2, Not for use in HVHZ, fl_5-02 P7 A L CGlazingoptionshallnotbeusedinwind-borne debris roglon Created , - 10_ Fl-, unless structure is designed as Partially enclosed or door is a ated by Independent Third Party: Yes replacement door, 5302,13 Stratford (,4600); Heritage (111950); Dwg. IRC-6016-110-15, 10'Thru 16' wide, Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: yes Impact Resistant: No Design Pressure: + 18,3/-20.8 Other: Design Pressure +18,3/-20 8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as Partially enclosed or door is areplacementdoor, Installation Instructions LL530.2 R7 [I Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: yes Evaluation Reports f Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); I Dwg. JRC-60_16-I20,-_j5, Oak Summit (M650) 10' Thru 16' wide, Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure: +21,8/-24,8 Other: Design Pressure +21,8/-24.8, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. installation instructions I.L - E_i iiI d -D1 winVerifiedBy: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports MID! -PLAILLB—(_J I ) 1 2J( - 5 Reo 0 7 -o f Created by Independent Third Party: Yes 5302.25 Stratford (M600); Heritage m950); Ow - 9. IRC 1 - 6 1 016-1 1 3 0 15, -_ I - 0 Thr I u 1 1 6 1 wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: Na Installation Instructions F I I I I I Approved for use outside HVHZ: Yes — a2l I ) -, 7 -- Impact Resistant; No Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: YesDesignPressure: + 2 5,6/ - 29 , i Evaluation ReportsOther: Design Pressure +25.6/-29,1, Not for use in HVHZ. Glazing option shall not be used in wind-borne debris region Created by Independent Thirunlessstructureisdesignedaspartiallyenclosedordoorisa d Party: Yes replacement door. 5302.16 Stratford (M600); Heritage "(M'9'5'0)', 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 he used in wind-borne debris region unless structure is designed as partially enclosed or door is areplacementdoor, Dwg. IRC-6016-140-17, 10'Thru 16'Wide. Installation instructions EUI ') R 11 I .'I cI! r wi 7- -L Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports F 1) R R- -"- I, AE -'40- ? r Created by Independent Third Party: Yes anTtaCS Us The State Or Florida is an AA, EEO employer. uraa addresses a—efund statementUrclerFrondataw, mail to this erim". Instead, are Public "cold,. If You do !1ok want your n- Mad address released en response o a P,jA,c-ie,drd, C, contact the office oy ")none M' by trachtional mail. if you tidye jjjy do not send ejectpnh, 45S.2 5( 1), Florida statutes, efIective Oct p0r 1, 2012, licensees It<;-nsed uhrier Chapter 455 please contact 850.487.1395. `Pursuant to sectorone, The minalls pro,cied may pe used 0 Personal address, please Provide the Deparfor official communication Must Plm,lde the ceparrneht with ,, email ad1ress It they havewithlicensee. However email Id(aiisses area iC record- if y, u do not wish to ' mc`1 "nth 311 t!"hall address which can be made available to the public. To determine f you I supply a 45S, F.S., please clicker. are licensee uarider Chapter Product Approval Accepts: It] 0401 ED M Safe h'tps:llwww,Ooridabuilding,org(prlpr_app-,Otl,aspx?paramzwGEVXQwtDqunL7seVZMFLLeOOysN2RYes%2bbXzb2LOlg%3d 4/5 2J1512017 Florida Building Code Online I'ttPs:,'twww.floridabuildiN,org/pr/pr_apPitI aspx?param=wGEVXQwtDqunL7seVZMFLLeOOySN2RYes%2bbXzb2LOlg%3d r1/5 ATTAEMED SOL ;NUT PER SMACKET 16 GA CAI-V, RESIDENTIAL Ty RMI.C. &Q.CXcT ACtfD V/tom J- KAII SCRC. ACXET TYPICAL TOP FIXTURES S" A. GLAZED u: z STILE I. fim A. ".S.E CENTER ktKE .,T Kq 16 (1A RESIDENTIAL 1 141111- . 3- TOP FlX-VRC ATTACHED W/ c. 'fAD Sow's -Iz — , 314* E. LEAD SCREW AAAn' 3' ZaW ST"S ATTAoED L`/ 1z' 114- , 3 A - EX 4.D ISJ I {ENTERMER 'ST ..,TE 16-c' -.- 11"ISIDE ELEVATiON a— SIR," Q, I" X 3/1, KX CAD SCREWSCREW T END -D CFIER Q 1/4' 3/4' STILES A" StREWKXW le, 1— 3/4' KEX CA DI.-S E CAD SCKW AT RML CARRIERS ATTACHED EAC END VILE c"- "ILE K.3 SCREW PER CARRIER 7-R,— STET' CA -LCN S16qT STEM ROLLERS 7"6- *r"'mCR 'DR 1101I.E.xb $—S TYPICAL DUSlASAFE END HJN,E /--" 3 1 AT EA, ; B 8RAcXET 2 A 4 STR OR w No, 2 oR Km-R) a GA cEwc. v:11 20 AT l STEELW 7/16 CA MY RETAILER PER R- AND )uT LUERHRIIETS LRA111 11 TAACX AA TYPICAL DURASAFE CENTER HITCEji-T's. 'iQ2 T- CLE$ FOR STRUT A 7TAC-E.t I STRUTIF IS R£OlURED3 IACA O 0 LLLL LAT 1. RAa.E 3, 04 PAGE3 JANr W.C.ET SPACING AT TKS LOCA' IRAC. Slum Dan A Was TH (3) S/'S' 0. -S/r NUT 0 T . iW 'A STft7S TRICI 10N11 *TTON FOR 01' TO 14 T--S 12) PER SEC-I(R1 Excums G Top, TYPICAL STILE STIFFENER Os TOP SECT MMTS7- - I ILI L E (TAILE :) O PAGE FOR S7Rv' SpAcm EATS PROVIDE " !'; 5 ' YO"T.XA&TT (T"'=3'T.A'KV3, 1A K- scREW TCEL OR S!MT SIT" ROLLER$ Lo" ME% MAD SCAMS jEQT1QN A —A /SQP 1P,EW 11 RET111CI FOR An . S Is TYPICAL - BUTCH BRACKC r,-" — VENTS OWWS ON ca), CPT ICNAL VENT BETA;L/-',, IM — -,,- - m--- mm- ftv-nm THE METHOD OF TESTI'N'r WASfN SVSSTAN.AL SL' THTHR CONFORMANCE WITHTHEPROCEDUREDESCR19EDIN ASTM PROCEDURE DE !C""ED IN ASTM E33MO AND ANSI/DASMA 108 THE PRESSURES SHOWN ON TH E PRESSURESS-0- 0" WE CTED-RAIMNOSWERECALCULATEDUSINGSCE 7-10 WITH THE USING AS.CE 7-10 -T. THE A Ugm PARAMETERS FOLLOWING PARAMETERS (5 FEET OF DOOR WDTH IN THE E FEET _ DOOR '.D'H ", THEE 1Z ZONE* ROOFAT Y S'_ 0OF ANYSIMr) A WIND WIN DSPEEDSPEED M4MPH':1141 134 128 122 xpoi URELEW; 8 EXPOSURE C0 1) T MEAN ROOFHEIGHT15' 25' 15, 25' wx" If sEym mAx SIZE 1 6' WIDTH 14' -,DQHT ESIGN LOAD! j-- 21,8PSF24-8 PSF ST LOADS 32,7 PSF A. 37 2 PSF FL aW 2karr MODEL # 550 OAK SUMMIT w/DuroSl& MODEL 0600 STRATFORD w/Durassfe MODEL L!: Flesh HERITAGE W/Dur&Sllft T Short,h & Oak Summit ?".I,. SZ CSM V kJ I DATE 01j--A3 OWO #Y ME DAIE ojpVo I gal I OF 3 2— SIP", -OC.H:D IM IHE MIDDLE Or 6. =. SECTION 41-ACICD 112) C— NEX MEAD SJ IWI AT END AND CENTER STILES o 4N A TT 3' 20DA STRUT LOCATED CN THE TOP TIT AND EI CF G-ZED SEC TOM114' X 3/4' HEXT Kn ELAILV$ Al END AMP CENTERSTILES RUT AND STILE LAYOl DP—T,rNAL O", — a- F WOOD JAMB ATTACHMENT TO STRUCTURE b- tKLIN ENDS THEN 24- E.C. (I I/,- EMBEDMENT) 4' STARTING M ENDS-THEN— MILT<.IK 6' FRO 24- cc, Q! I/Zl EMBEDMENT) MILT SLEEVE ANCHOR 3/6- X a 3/,1- STARTINIC, S' FROM ENDS V./R.MSE, THEN D.C. (I I— EMBEDMENT) V'RI, 1A1171NI 6' FI1111 ENDS THEM IV O.C. EMBEDMENT) SIMPSON J/4'S-'KVS STARTM 6' FRZF ENDS, USE PAIRS OF FA0' APART) AT ACC (I I/V EMBEDMENT) 'T FASTENERS l- ILTI 1/4' X 2-3/4' XWJK-GON :,. SCREWS STARTING, 6' FROM ENDS, USE PAIRS Or FASTENERS (3- APART) AT 16' OZ. (I V4' CMDEDMEIT) HILT] SLEEVE OR, USE b. INTIM ENDS THEN 24' CLC, 0 1— NOEMBEDMENT) ` Rr N13 ( FASTENERS iC 4 7iu- C-90 SLOCX) LAGS AND BOLTS LAYBE CDjhlCnUW 70 PROVIDE A F-tVSN NUN- 41 SERFAGE PREPA;ZATION OF 'Cll JAMBS By OTHERS , 1, T tI- A - N]_ OPTIONAL SKIRT PANEL INTERMEDIATE GLAZED SECT 'STRUT AND STILE LAYOUT) ITS If- 5/8- SHORT PANEL GLAZING FASTENER DETAIL E%OW5 PANEL GLAZING FASTENER DETAIL GLAZING OPTinNi (,.pc)sS SECTION OL- zlr l NJ' AVAILABLE IN WIND-BORNE DEBRIS —REGION GLAZINGI. MEETSASIRE1300— 11" 91-1 TIIIIGX COMP"UR411011 W-, T— OPTIONAL 0.1. INSERTS U PROTFCTION 14, 3/32' CK SS8 GQLASS MOLDED NSjGE 7F.RAm8 amill OF AESam -- 0 al 3t4w NMI go ' AID QAX 74M MIIE i; `597EPR -DM OM URIC 4 Wj —7 no " Rau t vo Owaulm q% vw 4" *A= 11AN V MAX SIZE 16' ODIN 1 4' HEIGHT SuIE, co N, ARCH, un..N(N& DESIGN LOADS+21,0 PSF t 14 24B PSF s ;4 IV ash C 2 L- TEST LOADS 32 7 PSF %z 37, 2 PSF z; y FL CAR"' NIE :06v MODEL # 6W OAK S nMODELfSOO51'RATFORD w/Dttratl 1 MODEL #050 HERITAGE /D—.Sf. l Short, Loot, n--h & CNAk S.--it p—a. 91 " I F -m!!_BT U D I ospw WAK 81 TABLE 2 TABLE 3 al oeaD OAZIA mans i'Ax S2E 3jiitlli 6J9{riIb' a9D7N °'- i y 4 t#t6MS t3 i ToI i WMM 2PSr + 24 . 8 PSF g e sTEST LOADS 432. 7 PS' 1 37. 2 P3E FL us cwoxi.At taxr vvrsro+-sn;tn nc z ua YODEL / 050 OAK SUMMIT w/DunBale MODEL # 600 STRATFORD /DuraSrte MODEL j950 IUWTAGE w/Dn .W, Short, Loaa, Flush & Oak Summit Pane1'e 5$ at Y3 MF a/n/03 VWAW M1t} 8 l a[o er wa aA3Ia3 ?C-6ti'=6-120- gm 3O 3 Florida Building Code Online j, Scats b Facts PaA*cat,cirs rat. Staff BC11, Site map Umks Sarch Application Detail FL # 3Application 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL19715- RO New 2014 Approved Approved by DBPR. Approvals by DBPR shall be. reviewed and ratified by the POC and/or the Commission if necessary. Silverline Building Products Corp One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Jonberrian@slbp. com on Berrian Jonberrian@slt) p,com Windows Single Hung Certification Mark or Listing Window and Door Manufacturers Association Window and Door Manufacturers Association tandard Year AAMA/ WDMA/CSA 101/LS.2/A440 2011 AAMA/ WDMA/CSA 101/1,S,2/A440 2008 Method 1 Option A Date Submitted 02/16/2016 Date Validated 06/30/2016 Date Pending FBC Approval Date Approved 06/30/2016 https: ftwww,Pori dabLAIchrKJ.QrWpr/pr2pp_.cftl.aspx?param=wGEVXQ,AftDqtvA'/a2bxmzk1hGufBV5riRNMfoPly6qPoEN%2be8TXyGDYCiAw%3d°/03d 1/2 nm/2un Florida Building Code Online Date Revised uu/wznn Summary of Products FL # Model, Number vrName Description 11 m/ 1_sc cs_aeuo/4*ooSingle Hung — Extruded --------Vinyl Single Hung wmdm*-- -- -- -- — Limits v, Use ---------------------------______ pvr um, w*mm*vx mo cn mcau«nAse vce moute --- Approved for use outside *v*Z`Yes Impact Resistant: wu Design Pressure: N/A Quality Assurance Contract Expiration Date Other: See installation Instructions, swoouz an prvuu zo//o»a Evaluation Report, pex3e47mru'm' ' installation Instructions snpressures and installation requirements. Verified _—_ By: Hermes ..~~"=',. E, Florida ,.c./zrm Created by Independent Third Party: Yes Evaluation Reports Created — Independent ....'a.`': .`, uys4—'t -,,, The State wFlorida . ar,^wFE,employer -tedd. Contact the office by phone of by traditional mail, It you have any questions, Please contact 850.487, 395, Pursuant to Section u u u u mail to tfrs entity, Ill address released in response to a Publ,(recot(js equest, (to not send elertronic w°°~" °*/ 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F-S, Must provide the Department with an emad address if the one. The emalls Providedmaybeusedforofficialcommunicationwiththelicensee. Howver email addresses are pubbc record, if you do Out wish to su Y have Personal address, Please ProvidetheC)epanment with an emait 3,10ress whict) call be poly a made available to thepublic. To determine if YOU are a licensee Under Chapter Product ^,"ria,.,a'Accepts: hUPS a"O=e° glpr«x p Otl,aopx?pmnm~wecvxowm«wA%2bxmzmoGumvmmwwmplyoqPoew%ume8rxyoovc/ww%3dmm ou INSTALLA L72N f} TES I UNf 0) iN$7AItATT0h ANCHOR IS REQUIRED At EACH ANCHOR I ILLATIONSHOWN THE NUMBER Of INS I AUAI ION ANCHORS DEPICTED i$ rHf MINIMUM NUMBER OF ANCHORS "I BE t)5t 1) FOR PRODUCT INS; ALUS DUN OF I HEMAXIMUMsaD. usTt3 1 "S' ALI RNUIViCIUAL 11'SIA,,iATLON ANCHORSWJ THIN A TOLERANCE OF 11/2 NICTNI 'i , L Vt"It It0 I.W.LAT1 ON & SPACINGI, I'll IN01OR LAYOUT LAJAILS W4 I " OU f I DNS) Ot 4A I JON OF TOLERANCES)- TCR"ANCkSARE NOT UMULA1IVf FROM ONE INSTALLATION ANCHOR To THE NEXT 4- S- flM AS At QUiRED AT EACH INS IALLA I PONANC"OR Will LOAD REARING S'if`YR$)ALLOWABLE SHIM 51ACK TO BE 3/8 INC" SHIM WHERE f SIACfoVi6' LIIGP(,RfATfACC(UR5 0, HjGHDfNsI I Y P,ASTtC OR OfTTFk 5. FIN INSTAILLATION., FDA 11470 WOOD FRAMING USE aS woof) OR S,RfwsOR1011 f TOO ILENGTH 7U ;' A... No, M; 7JIMRTM FMa 5UeSTRAIE INS; ALGHION SHALL MAINTAIN MIN 3AKEUGE OSIANCE 6, FIN INSTALLATION: FOR INSfAiIAIIOIy;NiO ME IAI SKIL, Usf NB 1111 SLI" ICIINI 11111,1. IIIA11111"iARNIUM01 3 A I BEYONUMi1ALWALJUSTALLAILONSHALLMMAIVIAJNPAN, 3/S' kGCjDISTANCE. 7- THROUGH fRANIE INSTALLATION; FOR INSTALLATION INTO WOOD FRAMING USE 01"WOOD "F!S Ot SUET{{TENT I£NGT}ILO ACHIEVE I I/2JNCfl I'M fM8TNM. MJhdNT1JWOODSjj8s TpATF e. THROUGH FRAME INSTALLATION, FOR INSTALLATION TfIPOvGfj 1X BUCK TO COHORT `£iMA50N#v, ORDiRf(-TtY WTO CONcBETCIMASIM,' USt DIAMETER I 1W I-Cp 3/16 jNCH Of LENGTH 5Uff)(itNI 10 ACHIEVE1, 1/4;tZH 1457ANCEMINIMUM I INSTAL , ATLON SHALL MAINTAINIA,N 1 314" fDcF 9 THROUGH FRAME INSTALLATION: FOR NSTAUADON INTO META. STUD USE PILL SELF TAPPING SCAFASOFSUFFICIENTLENGTHTOACHIVEAMINIMUMOf3 — YtNk JRAOONREYONDMEALWAIL, 10 MINIMUM iMPLEDIMENTANDfor-f 06TANCf EXCLUDE WAIT FIN S, NC'C`D4NG`3U' No' 11 ;NSAI LATIDN ANO LOPS AND ASSOCIATED HARDWARE MUST 8f MAD OF COATING 11 FOR HOLLOW BLOCK ANO GROUT EIIIED BLOCK, DO NOINSIATJ INSTALLATION ANCHORS INTO MORTAR JOINTS IMF DISTANCE IS MEASURED BRIM FREE EDGE OfB10CXpREf)G£ Of MORTAR )LINT 7NTO:AC£ SHELL Of BLOCK 11 INS IAIIA I ION ANCHORS SHALL BE INST AILED IN ACCORDANCE WITH ANCHOR AA,4uFAC'UR'A' S'NS'ALLA"GNtNSTRUCTIDNS,A,NDANCHO 55MALLNOf8t, USED SN SUBSTRATES WITH STAENG#HS LESS THAN 7FTE MiN{MUM STR%NCiTH SE'EC'"ED by THEANCHORMANUFACTURER14INSTALLATIONANCHOR (APALI i A S FOR "AtIOU( IS HEREIN ARL BASED ON SbaSTRATr MAIHkIAIS WITH i HE Hs`1(`wI"('PR0pfR';FS A WOOD b CONCRETE L CB.T FIU.fD ( MU UNIT SIRENGTHCONfORMS TOASTM ( go WJTrj MINIMUM "IMPRESSIVE STRENGTH Of 10LX) PSI AND GROUT CONFORMS TO AS1 M C 4 It, MINIMUM GROUT COMPRESSIvE SIREPTC IN Of 20D0'5' D. Hot LOW CIL OC, CMU UN;TSTRENGTf4CONFORMS TOASTMC90WITH NINMA'M CO1APII1111v8 S fAkNCfH OF2OWPS, 5uu iNvOM M`N'MUM 'NAIL 3 HJCKNESS f 11 ALUMINUM ' NIMUM 611 ov ELI,, II,, MiMMUMWA1.1 IHICXNSO; ii]E' MIN 1 12 fOGf >SIAN(k SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON - IMPACT) LENEp A L —No N: 5 THE PRODUCT SHOWN HEREIN ;S DESIGNED AND MANUFACTURED 7000MpiYWJrtiTtIESTIlEDiTION 2014) fLoRJOA bottolno LOOS ffBIT, EXCLUDING HVHZ AND HAS SEEN EVALiJATEDACCORDING ToTHE fouOINiNG Ar"AIWOMAIL-SA I01/I,S, 2/ A446 2 ADEQUACY OF THE EXISTING STRUCTURAL CONCRE TUMASONRY, 2X FRAMING, AND METAL FRAMING AS A IYA4' W:ND FORCE RESISTING SYSTEM CApAR, Of WITHSTANDING AND TRANS"BREIMC APPLIED PRODUCT DADS TO TN# FOUNDATION IS inE RESpONS{ BIt17'Y OF THE ENGINEER ORARCHjIt(T OF RECORD FOR THE PROJECT ION zcf of 3 Ix AND 2X BUCKS imIch USED) SHILLt BE DESIGNED A,1110 ANCHORED AS SPECIFIED HER; ERTO SHF- f I, Fop, OR DETAILS REF TH,R TALIS OF BUC(LNTALIAT,ONI 4THEINSMIAIIONDETAILS0ESCR,1,H£AfjN ARE GENERIC AND MAY NOT RIFT CCT A11111 CONDITIONS FOR ASPECIFIC SITE If SITE CONDITIONS CAUSE M57AILATPON UEVIA fE FROM THE REQUIREMENTS DETAL£O HEREIN, A LICENSED ENGLNE E A OR AACW IECT SHAI, I PREPARE SITE 5""I'LC DOCU'At"'S FOR USE WITH IRIS DOCUMENT I NON HVY1Z AREAS- IN IJLHI AREAS, ONE TIME PAOL> U( I AppROVAL To BE OBTAINED FROM AIL) MLINMI-VAUE REA OR 5- APPROVED IMPACT PROTEC31vt SYSTEM 15 REQUIRED ON 1= 4 IS PRODUCT IN AREAS REQUIRING 1MPAC I RE56 TAKE6 WiNDOW FRAME MAIERMI PVC I IN ACCORDANCE WITH THE 5 IN EDT JON FAC, WOOL) COMPONENTS SHALL HAVE BEEN PRESERVATIVE IRkAl ED OR SHALL BE OF A UURAFR.k SPECIES AS C,i J,,fO'N iH AFTER 23 B. GLASS MEETS Itli REQULKMEN, 5 CJ ASTI E 13L)II GLASS CHARTS. 5EtSHEEf6fORGLAZING UtTALLS, ABLE OF CONTENTS SHEET kfvTSqON SHEET DESCRIP4TIO$ N IN-TALLATION& GENERAL NO I z ELEVATION 3 ANCHOR LAYOUT 4 ES VERTICAL 4 HORIZONTAL SECTIONS FAj, Ft,) 5 T VEATTI 1AL I&IZoNTL SECTIONS ( FH4CV6H FRAME) IIZZ I 4 HORIZONTAL ll111I1 AIFT1117. MAX OVERALL SIZE WIDTH HEIGHT PRESSURE M115511E IMPACT ELATING36" 64, O/X 35/ -35 PSF NON IMPACT 38" 66, DIX 50/- 50 PSF NON IMPACT 361 74' O/X 50 -50 ESE NON IMPACT 38, 77" O/x 35 135 PSF NON IMPACT 44' 62' O/X 50 1 -50 pbf NON IMPACT 72' OlIx 35 1 -35 PSF NON IMPACT 48* 84, O/X 20 / -20PSF NON IMPACT 52, 72* O/x 25 / 25 PSF NON IMPACT 36, 83 75' O/X (ORIEL) 35/ 35 PSF NON IMPACT 48* 9b,(ORIEL) 20 1 40 PSF NON IMPACT 72' E21 OIX OfX 35 35 PSF NON IMPACT 72' 84' O/X-O/X 35 35 PSF NON IMPACT 76" 62' O/X O/ X 50 -50 PSF NON IMPACT 76' 72, O/X O/ x So 1 '50 P p NON IMPACT 76- 77" O/ x O/X Z5 25 P F N IMPACT BIT" 74' O/X- O/X 35 -35 P5F NON:MPACT 4" O/X CvX 30/ 3OPSF NON IMPACT 61" O/x O/X O/x 50 / 50 p5f NON IMPACT 72' 7/ X O/ X Q/X 50 j -50 PSF NON IMPACT 3V O/X- O/X-O/X 25/ 25PSF NON IMPACT V) 0z 11 S 0 z OW Digitally signed by Hermes F Norero, P.E. Reason; I am approving this document SWb0062 Date: 2016,02,03 09:40:44 -05'00' FL#: FL19715 SHEET 1 of MAX, FRI HET&JHT I— MAX, FRAM HEIGHT 96 MAX, FRAME WIDTH 48- ELEVATION iiwitf HUNGWINDOWWINDOW I — MAX FRAME WIDTH 96- ELEVATION TWIN SINGLE HUNG WINDOW QUALIFIED CONFIGURATIONS ARCH TOP COWIGURATIONS FOR ALL 29014901 RATINGS, SINGLE UNIT CONFIGURATIONS QUALIFIED CONFIGURATIONS 2- 4;2 T ARCHTopCONFIGURATIONSt 2 RATINGS, TWIN UNIT CONFIGURATIONS MAX F0 MAX FRAM HEIGHT 96 MAX, FRAME WIDTH 48" ELEVATION SINGLE HUNG ORIEL WINDOW, MAX FRAME WIDTH inA- TRIPLE SINGLE HUNG WINDOW WINDOW Silver Line z 0 va z matco Ix UJ 0 z:* m': MlQLUz0 OW& #: 5Wb002 SHEET, 2 OF 6 Z' MAX MAX, FROM CORNER,- 11" MAX oc 2'MAX FROM CORNERS 1;uvs+s1' IAof ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW 2" MAX fkayt CORNERS — I]— _I 1_ 41/2 MAX oc 4112" MAX OC 1. MAX FROM CORNERS 6` MAX FROM, jj 20' MAX CORNERS J 0 C 6" MAX. FROM CORNERS MAX OJjC 6" MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 V2. MAX O.C. 6' MAX, FROM CORNERS 4 112" MAX 0 C ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW 123/4' MAX OC I'MAX FROM 6" MAX CORNERS OC 6" m, c I'MAX. I FROM J CORNERS MAX O'C' ANCHOR LAYOUT NAIL FIN - TRIPLE SINGLE HUNG WINDOW 6' MAX FROM S_l I— 12"MAX CORNER OC, m 6' MA P/N 50-2995.2 FROM SEE SHEET 5 FOR DETAILS CORNERS ANCHOR LAYOUT THROUGH FRAME - TWINSINGLEHUNG WINDOW II ANCHOR STRAP P/ N 50-2995-2 SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT THROUGH FRAMi- TRIPLE -SINGLE HUNG WINDOW Silverline FXtPSVt 4FA"5w[Cg '4 "W2 0 Z Do Z z Z z O Z Q ui C) Z: E m z Q V) Dw(, #; SWO002 SHEET: 3 OF 6 CONCRETE/MASONRY -_-_ BY OTHERS I I/2" MTN CAULK BETWEEN EMBEDMENT CONCRETE/ MASONRY & 2X • .. • verj'pp LiLrLineWOODBUCKBYOTHERS ° c ISt'ti2XWOODBUCKBYOTHERS SEE SHEET 6 FOR CONNECTION DETAILS 318'MZN. 48 WOOD SCREW EDGE DIST. INSTALLATION ANCHOR 1 vrA ssxvtrax.x acsvt--. k rawasmcx. w crier EXTERIOR FZNISH BY OTHERSPERIMETER If4"MAX1/4" MAX. MIN. 3I8" EDGE DISTANCESEALANTJ 1 SHIAS SPACE SHIM SPACE NIT BY OTHERS HEIGHTEXTERIOR SASH REINFORCitzINTERIOR SEE SHEET 6 FOR REQUIREMENTSMIN.3 LSEEGLAZINGTHREADS SEE GLAZING 5HEET6METALPENETRATION BEYONDDETAIL STRUCTURE 4 7 DETAIL, $i-IFFY 6INTERIOR 8 GR. 5 SELF -TAPPING SCREWINSTALLATIONANCHORn METAL STUD BY OTHERS, l VERTICAL SECTION SEE SHEET 1 IN5TALLATION HEAD 2X WOOD BUCK NOTE 14 NAIL FIN EXTERIOR FINISH m SEE GLAZING EXTERIOR BY OTHERS DETAIL, SHEET 6 PERIMETER SEALANT VBYOTHERS O.R. EXTERIOR INTERIOR NIT --- I UNIT HEIGHT WIDTH H nH PERIMETER SEALANT ' BY OTHERS I C HORIZONTAL SECTION EXTERIOR FINISH 114" MAX. JAMB - METAL STUD 8Y OTHERS SHIM SPACE NAIL FIN O Z 8 WOOD SCREW IN5TALLA T!ON ANCHOR 2X WOOD BUCK BY OTHERS 3/ 6" MIN EDGE DIST. tj,,,* r '•.. / 0 SEE SHEET 6 FOR o 0 6,"•_ p CONNECTIONDETAILSF CAULK BETWEEN CONCRETE/ MASONRY d 2X o CONCRETE/ MASONRY r C1' !— 2 v. 4' ,• i3 WOODBUCKBYOTHER$ 1 1/2" MIN. BY OTHERS 1 EMBEDMENT y PR j*•` A VERTICAL SECTION w sitL - 2K WOOD BUCK S M z 0O 3 x U 10 z NAIL FIN 0 D W6 #: S W0002 SHEET 4 OF 6 910 WOOD SCREW--, INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/MASONRY - By OTHERS PERIMETER SEALANT _/ IBy OTHERS 0 A EXTERIOR UNIT HEIGHT SEE GLAZING DE TAIL, SHEET 6 JE`\ VERTICAL SECTION HEAD - 2X WOOD BUCK THROUGH FRAME SEE GLAZING DETAIL, SHEET 6 EXTERIOR _ T INTERIOR ANCHOR STRAP, AT TWINS TRIPLE CONFIG ONLY. SEE 0 A 'PLAN VIEW -ANCHOR STRAP UNIT (P/N 50 2995 2)' DETAIL AT HEIGHT RIGHT FOR INSTALL, REQ. PERTAI,ETER SEALANT 1/4" MAX BY OTHERS SHIM SPACE PLAN A,r AN N V HT 9 FOR W 95 ' A N NC' 2) DE TAIL EXTERIOR FINISH By OTHERS 1/4' MIN PRECAST SILL EMBEDMENT BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR , 13/4"MjN# 4 EDGE DISTANCE rD--\ VERTICAL SECTION SILL - CONCRETE/MASONRY THROUGH FRAME rD--\ VERTICAL SECTION SILL - CONCRETE/MASONRY THROUGH FRAME INTERIOR 5) #14 PANCAKE HEAD SCREWS FRC FRAME, HOLE TO ACCOMOD, 0,0620- - c 0 A UNIT WIDTH HORIZONTAL SECTION IAMB -METAL TUBE/STUD OR APPROVED MULLION THROUGH FRAME PLAN VIEW ANCHOR STRAP (P/N50 2995-2) HORS FROM ANCHOR STRAP TO OPENING SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS. A FOR INSTALLATION TO CONCRETE/MASONRY, USE (4) 3/16' ITW TAPCONS PER STRAP, MIN, I-L/4- EMBEDMENT, M14 1-3/4' EDGE DISTANCE- S. FOR INSTALLATION TO METAL STUD, USE (4) 410 SELF -DRILLING SCREWS, GR, 5, PER 5TRAP, MIN 3 THREADS PENETRAT-10N, MIN 3/4- EDGE DISTANCE C FOR INSTALLATION TO WOOD. USE (4)1#10 WOOD SCREWS PER STRAP MIN, 1 112' EMBEDMENT, MIN, I' EDGE DISTANCE, SilverLine ooxx n z z z it Em I z DW6 SW0002 SHEET, 5 OF 6 EXTERIOR INTERIOR G VERTICAL SECTION Rl/ MEETING STILE NOTE, ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FEIC AND ASTM E 1300 INTERIOR GLASS LOAD RESISTANCE, AME LARGE'FAAMEREINFORCINGEXTERIOR SEE BELOW FOR ;CINF, REINFORCING REQUIREMENTS SEE BELOW FOR REINF REQUIREMENTS rH-'HORIZONTAL SECTION 91/ INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCING 15 REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE 35 PSF 36 X 84. (OIX), DESIGN PRESSURE 35 P5F 38 X 74, (OIX). DESIGN PRESSURE 50 PSF 38 X 77,(O/X), DE516N PRESSURE 35 PSF 72 X 84, (0/X OIX), DESIGN PRESSURE 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE 50 p5F To' 'I X 62, (O/X-O/X-O/X). DESIGN PRfs-5j)RE /-50 PSF 108 X 12,(OIX O/X,O/X). DESIGN PRESSURE -/ 50 PSF Dc: STEEL INTERMEDIATE FRAME 'LARGE' REIPJFORCIN6 15 NOT REQUIRED FOR THE FOLLOWIN( , SIZE/RATINGS; 76 X 62, (O/X-O/X). DESIGN PRESSURE +/ - 35 Psf 0- STEEL INTERMEDIATE FRAME 'SMALL' REINFORCING 15 NOT REQUIRED FOR THE FOLLOWING51ZE/PATIN&S 76X62,(Q/X-O/X),DESIGN PRESSURE -/-35P,5F 5/8" O.A. 1.6 CLASS EXTERIOR INTERIOR WIN GLASS SITE 12" 1/8'5ETT-T% BLOCK GLAZING DETAIL I NOTE: NOTE T-LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN I- MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX O,C, SPACING SPECIFIEDSPACINGSPECIFIED 15 NOT EXCEEDED BUCK M2BUCKMAY BE FLUSH WITH FACE Of ITIE BLOCK 114" 1111V TAPCON ANCHOR 4' FROM Copj4FR5 16' MAX O.C. THEREAFTER 11/4'MIN EMBEDMENT tt 2, MIN ED&E DISTANCE 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME By OTHERS 1 112- MIN, EDGE DISTANCE CONCRETE/ MASONRY By OTHERS BUCK INSTALLATION DETAIL SilverLine Z z 2. 40 Q 2 a z LU 10 V) z Lij A3 o 44- z :E00, 3 li z 0 'o DWG #: SWI)002 SHEET: 6 OF 6 Product Approval Pdbpr ' , k""" Publw uw 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 Building Code Online s0mit Surcharge stats I, rlcts puphcatw.s FBC Staff SCIS S'te map Unki Search A-' Application Detail Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL14918-R3 Revision 2014 Approved Silverline Building Products Corp, One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 Ionberrian@slbp.com Vivian Wright rickwOrwbldgconsultants,com Craig Calderone 1 Silverline Drive North Brunswick, NJ 08902 732) 435-1000 CraigCalderone@silverlinewindow.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Handcopy Received Lyndon F. Schmidt, P.E. PE-43409 Window and Door Manufacturers Association 08/03/2021 Ryan J. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSAIOI/I.S,2/A440 YSAX 2011 AAMA/WDMA/CSAIOI/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 httPs:,'/www,floridabuilding.or!;Vpr/pr quz I ASTM E1996 2005appj(l'aspx?param wGEVXQwtD R 59/o2fDrx2300PLxr2KH\/tY2q3r%2bl%2fkKQkbg8iy9GAA%3d%3d 1/5 2115/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved SummarY of Products Go to Page 0 FL # Model, Number or Name 14918.1 a. Model 4 100 9100 ASTM E1996 ASTM G26 2012 TAS 201, 202, 203 1995 1994 Florida Licensed Professional Engineer or Architect EL-1 12-18. P 3E,7uiv Fl,, t 19113 R3 Method I Option D 04/15/2015 04/20/201S 04/22/2015 06/23/2015 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ. No Impact Resistant: No Design Pressure: N/A Other. This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.1 2010 FBC version for Historical Documents regarding this Approval) 4) 0 Page I / 2 0 0 Description Extruded PVC Picture Window installation Instructions Ltj-LR 4 df4 ' _JJLJn.5 4 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports tFL14918 R3I V l R AEYAI 1-1918 t ,df Created by Independent Third Party: Yes 14918.2 b. S 2900/4900 M 2941-2951/4941- Extruded PVC Picture Window with4951 Nailing Fin Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use Outside HVHZ: Yes JJ__ P14 UL InALLtaU_2,2 01` Impact Resistant. No Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other. See INST 14918.2 for Design Pressure Ratings, any additional uselimitations, installation L Evaluation Reports L11RJ 1491, 2,jL qf instructionsandProductParticulars, Createdby Independent Third Party: Yes 14918.3 c. Series 2900 Model 2941-2951 Weather Stopper—" PVC Picture -Window with Nad-t*ng"Fin_ Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes jn4 Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/ A Created by Independent Third Party: Yes Other: See INST 14918.3 for Design Pressure Ratings, any additional use limitations, tFLLEvaluati1oMn Reports 14g'4U 3df installation instructions and product Particulars. Created by Independent9Third Party: Yes 14918.4 d. Series 2900/4900 Models 2942- 'Ext-ruded-PVC Continuou-S-Mead an - 2952 4 -1 942-4952 withNailingFin d Sill Twin Picture Window Limits of Use No Installation instructions Approved for use In HVHZ ApprovedforuseoutsideHVHZ: No * t9 4' 4. Impact Resistant: No Verified BY: Lyndon F. Schmidt, P,E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: This Product is No LongerOfferedbySilverline 41 L 1 Building Products, Corporation (See14918.4 - 2010 49 .4f FBC Created bInd version for HistoricalDocumentsregardingthisAroIbyThirdParty: Yes PR V. 1491. 8.5 e. Series2900/4900 Models 2942- 2952/ 4942-4952 Limits of Use Approved for use in HVHZ: No Extruded PVC Continuous Head and Sill ('Reinforced IntegralI - Mullion) Twin Picture Window with Nailing Fin Installation Instructions ht(ps://www.goridabthlding,org/ pripr__Opp iL11211si.i2sif ti,a$px?pararii=wGEVXQwtDquZRi59%2fDrx2300PLxr2KHVtY2q3r%2bl% 2fkKQkbg8iygGAA%3d%3d 2/5 2115t2017 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: YesDesignPressure: N/A Evaluation Reports Other. See INST 14918.5 for Design Pressure Ratings, any LL 1 -,91 9-321A-L&1' 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: Na Approved for use outside HVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43,109ImpactResistant: No Created by Independent Third Party: NoDesignPressure: N/A Evaluation Reports Other: This Product is No Longer Offered by Silverline Building Products, Corporation (See 14918.6 - 2010 FBC Created by Independent Third Party. No version for Historical Documents regarding this Approval) 14918.7 g, Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953/ 4943-4953 Mullion) Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ.- Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.7 for Design Pressure Ratings, any EUjL3_U additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918.8 h. Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 / 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E, 43409 Impact Resistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other: See INST 14918.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 1 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC "Impact" Picture Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. See INST 14918.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 14918.10 j. Series 2700 Model 2780 Installation instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL_149-,3 —R3 AE Eval 149I8. qf Created by Independent Third Party: Yes Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes E"j2j-U-U- Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant; No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other. See INST 14918.10 for Design Pressure Ratings, any EFLiiLR A 4918 10 df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 14918, 11 k. Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By:Lyndon F. Schmidt, P.E. 43409 ImpactResistant., No Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other* See INST 14918.11 for Design Pressure Ratings, any 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 F1142 Q 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:/A, vww.Poridabuilding.orgipr/pr—app__dtl.aspx?param=wGEVXQwtDquZRj5g*/*2fDrx2300PLxr2KHVtY2q3r*/*2bl°/*2fkKQkbg8iy9GAA%3d`/`3d 315 2/15(2017 Florida Building Code Online additional use limitations, installation instructions and productparticulars. Created by Independent Third Party: Yes 149t8, 13 m I Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Nailing FinLimitsofUse Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL149i8 R 3 1 '[ Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 13409 Design Pressure: N/A Created by Independent Third Party: Yes Other; See INST 14918,13 for Design Pressure Ratings, Evaluation Reports any additional use limitations, installation instructions and product Created by Independent Third Party: Particulars, Yes 14418.14 , Series Model 5840 I I I I Extruded PVC Fixed Window {Transom with N ailing FinLimitsofUse pPApproved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL j1 421,2 _aLILLULI 4 211 _ L4_2L Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A created by Independent Third Party: Yes Other: See INST 14918.14 for Design Pressure Ratings, Evaluation Reports any additional use limitations, installation instructions and product FL=141918 R AEval 149 1 4df Created by Independent particulars, Third Party: Yes 14918 . IS o. Series 5800 Model 5840 Limits of Use Approved for use in HVHZ: No Approved for Use outside HVHZ: yes Impact Resistant: No Design Pressure: N/A Other-, See INST 14918.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product Particulars. 14918. 16 p. Series 5800 Model 5810 "Weather Stopper" Extruded PVC Fixed Window Transom with Flange 9Installation Instructions Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL149jff R A vat LAR-1-LLPcIf Created by Independent Third Party: Yes Extruded PVC Fixed ..[mPac't-"'.Win'd-ow/S-idelite wi'th- Nailing Fin Limits of Use Approved for use In HVHZ: No Installation Instructions FU4218_ R3_Lj-InjL149 ' 1_Jj_pdf ApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ImpactResistant: Yes Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: See INST 149t8,16 for Design Pressure Ratings, any ELL- 'P A -v 1 491. -fff additionaluselimitations, installation instructions and product Created by Independent Third Party: Yes particulars, 14918, 17 q. Series 5800 Model 5810 "Weather 'Extruded PVC Fixed - Im , Pa - ct" - Window/Sidelite , with -Flange Stopper" Limits of Use Approved for use in HVHZ: No Installation Instructions FL l 4 91_3 R I n t 4 7 n( jf ApprovedforuseoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 ImpactResistant: yes Created by Independent Third Party: Yes DesignPressure: N/A Evaluation Reports Other: See INST 14918.17 for Design Pressure Ratings, any FLI4918 additional use limitations, installation instructions and product particulars. ucCreated by Independent Third Party: Yes 14918. 18 . /00 - Model 3051/ 3951 Extruded PVC PictureWincow with , Nailing -Fin-- Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL 1 911 R st 1491, 18 (If Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 14918.18 for Design Pressure Ratings, any additional uselimitations, installation Evaluation Reports 111i2UaIAL 1 J4 instructionsand product particulars. Createdby Independent Third Party: Yes 14918.19 s. Series 3000/3900 Model 3 052 39 52 Extrude I d PVC Contin I U - QLJs I Head I a - nd - Si I 1 -1 Twin P ict u I r I e Window 1 1 1 1 with Nailing Fin Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product Particulars, Installation instructions EL It9ll R [In t ,q, Verified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: yes Evaluation Reports Ft LJ4913 R 3a[ JLE)-18_19_pdf Created by Independent Third Party: Yes https:ilwww, flOridabuilding.orgipr/pr_app_,dtl.aspx?parai-n=wGEVXQwtDquZRjW/o2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iygGAA%3d%,3d 1 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 FL1,19_, 11 Ins' F3 L49 1, Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: yesDesignPressure: N/A Evaluation Reports Other: See INST 14918.20 for Design Pressure Ratings, any LL__1jL948 P 3 A EE,/_i I I 49 LB3 additional use limitations, installation instructions and Product Created by Independent Third Party: Yesparticulars, Go to Page Page 1/ 2 Oritact U: _399 En22e. 3s4V, 1 32 The State of Florida is an AA/EEO employer. (70121"'It"t ZQQZ.4 SUa a df Fl rids. eaYftStateman ACCeSS&II "tltLejuenl Under Florida law, email addresses are public IeCords. It you do not want your address released in response to a Public -records request, do not send electronic malttothisentity. Instead, contact the office by Phone or by traditional mail. If you have any questions, Please contact 850,487,1395. pursuant to Section 45S. 275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S. must provide the Department with an email address -f they have one. The ematis provided may be used for Official communication with the licensee. However email addresses are public record. If you do not wish to supply a Personaladdress, Please Provide the Department with an email address which can he made available to the public. TO determine F you are a licensee under Chapter ass, F.S., please click qt!2_. Product Approval Accepts: K6;_ j 99 El a cred!' card Safe https: ltwww,ficridabOlding,orgtpripr—app_dftl,aspx?param=wGEVXQwtl)qLtZRj59*lo2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbgBiy9GAA%3d`Y,id 515 SERIES 2900/4900 - MODEL 294112951 494 714951 EXTRUDED PVC PICTURE WINDOW wJ NAILING FIN NON -IMPACT' GENERAL NOtES I. This product has been evaluated and is in compliance with the 51h Edition {2014) Florida Buhdi ng Code f FBC) structural requirements excfu N the'High Veracity Hurricane Zone" jHVHZ). 2. Product anchors shag be as fisted and spaced as shown an delo4s. Anchor embedment to base material shot be beyond wall dressing or stucco. 3. When used in areas requiting wind borne debris protection this product 8 required to be protected with on impact resistant covering that complies with Section 1609,1.2 of the F8C. 4. Site conditions that deviate from the deloiis of this drawing require further engineering onaiysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET It DESCRI"ION 1 Typal elevation, designesurces &eWd noies_ 2 tiaiuxa}oi & wen#iCd cross sscl"s3rss Horizontal & vertk,,at Gross sections 4 Buck & home ore -- — _ -- 5 o mai zin dett s 8 components — _ MAX. OVERALL Fitt WIDTH MM. OVERALL FRAME WIDTHi ft Le o Z 4" 101 J O fl m ri 41pf1110 o z fur m pJ D Q : OYERAU FIN DIMENSION OVERALL FRAME DIMENSION MAX, D.L.O. DIMENSION GLASS TYPE DESIGN PRESSURE (PSo POSITIVE NEGATIVE 75.48" x 77.48" 72.0" x 74.0" 67.0" x 69.0" GI 50.0 o 75,48" x 85.41r 72.0" x 82.0" 67.0" x 77.0" G2 50.0 50,0 99.48" x $7.48" 96.0" x 54.0" 91.0" x 49.0" G2 50,0 50.0 s:+trMt f /p9/ 7 3 oxc or KV erne. m LrS 7a9t8.2 Z, A z 4'.- 0- B.. JOPIONAL) sit W oc, zzEXTERIORINTERIOR s 7t 114- MR4 EMS. TYP, J2 A 114TERtOR 2 7) 41 Al C, EXTERIOR Zi 1"HORIZONTAL CROSS SECTION ry72 VERTICAL CROSS SECTION G Its MR10 INTERIOR EXTERIOR I A, 4110 40 zV. cOJ.: INTERIOR 1!?-l-- W_lLs- VERTICAL CROSS SECTION ' IV FL - 7 49 7,9,2 j I CMAX. O.C. (TYP 2X BUCK MASONRY OPENING BUCK ANCHORING 2X BUCK MASONRY OPENING 0. 0 CONCRETE ANCHOR NOTES, I. Concrete anchor locations at fh& cornan may be ocjusfed to maintain ttie frin, edge distance 10 nx-lor joints. 2. Concrete onchorloccuons noted as "MAX. ON CENTER" must be acqv5ted to rypoinloyn the ffan. edge distance to mortar Joints, ocicitfonal concrete oncho" I"y be required to erwoe the "MAX, ON CfNIER"chmenuon are nor exceeoed. 3. Concrete anchor totge: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN, CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW IAPCC N ELCO 4" UITRACON WOOD SCREW MfALL T#ON NOTES 1, &tointoin a ffw*nvn 6/8"edge dstance, I' end costance, I' ac. spacing of wood screws to prevent the sphnov of w000. 4" MAX. O.C. )TYpj FRAME ANCHORING 2X BUCK 0 4" MAX. O.C. (Typ,),-- lyp.(-3 FRAME ANCHORING 2X MID 2X FRAMING, TO BE DESIGNED by ME ENCNEER OR ARCHITECT OF RECORD BASED ON WND LOADS AND THE CLADDING BEING USED. g Z, ci o 2- 6 ccOe) A k u IP e z! fl, 7 S, DWG 5y 74918.2 BY EXTRUDERS LICENSEES IN pgtvtA -'Kv-"UM ffJh'WINDOWS ARE TO BE PRODU , TIFICAIJON PROGRAMS FOR RIGID PVC EXTRUSIONSCED.., o 6 SMOptfP—LNSERr FIXED FRAME 3/4'0y ERALI THK. CLASS I., 5/37'ANNEALED AIR SPACE 5132"ANNEAtED 1/2'LASS BITE C' -,) AGi &, I/TGLASS BITE r f af E f4 3/4" 01VERAL THK, GtASS 5132- TEMP -RED AIR SPACE 5132'TEMPERE,l Florida Building Code Online M 4 0—." 41USE1 ProRPcudubhcuse, t Approval PP4311 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 1" Okarions F'Rc Staff Sc(s $'tMap Li'*5 sca.ch Application Detail FL14918-R3 Revision 2014 Approved Silverline Building Products Corp One Silverline Drive North Brunswick, NJ 08902 800) 234- 4228 Ext 4644 Jonberrianftsjbp.com Vivian Wright ri ckw@ rw bldgcorisulLa n Ls. corn Craig Calderone I Silverline Drive North Brunswick, NJ 08902 732) 435- 1000 CraigCalderone silverlinewindow, com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, R.E. PE-43409 Window and Door Manufacturers Association 08/03/ 2021 Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) tandard Y ar AAMA/WDMA/ CSAIOI/I.S.2/A440 q-_ AAMA/ WDMA/ CSAIOI/I.S.2/A440 2011 2008 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 https:// Www, nOridabOlchng.org/pr/pr a PP-,Otl.aspx?param=wGEVXQwtDquZRj591/.2fDrx2300PLxr2KHVtY2q3r`/a2bl`/MKQkt>g8ty9GAA%3do/.3(j ASTM E1996 2005 1/ 5 2/15/2017 Florida Building Code Online ASTM E1996 2012 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect E1 I-191'3 R3 L ry ) , qj,,1 F - t± 13 R-3—Equ,-/ Of :-df Sections from the Code Product Approval Method Method I Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products Go to Page Page 1 2 ci FL # Model, Number or Name Description- 14918.1 a. Model 4100 / 9t00 Extruded PVC Picture Window Limits of Use Installation InstructionsApprovedforuseinHVHZ: No FL149I3_RL11_10IL112111odfApprovedforuseoutsideHVHZ: No Verified By: Lyndon F. Schmidt, P.E. 43409ImpactResistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports Other, This Product is No Longer Offered by Silverline FL14918 R3 AF FvAl !JQTR I -F Building Products, Corporation (See 14918.1 - 2010 FBC Created by Independent Third Party: YesversionforHistoricalDocumentsregardingthisApproval) 14918.2 b. S 2900/4900 M 2941-2951/494t- Extruded PVC Picture Window - 1 with N I- ailing - Fin4951 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14918,2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 149183 c. Series 2900 Model 2941-2951 Weather Stopper"" Installation instructions 1D1LR1-UjnL, L M2 -_2aLr Verified BY: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F Created by Independent Third Party: Yes Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions ApprovedforuseInHVHZ: No &IA2R RALIi213--Jadf Approved for useoutsideHVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: YesCreatedbyIndependentThirdParty: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14918.3 for Design Pressure Ratings, any E_I-14919 R3,-LE—EIL31 1-4 9t, 3.1p f additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 14918,4 d. Series 2900/4900 Models 2942- 2952/ 4942-4952 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: No Impact Resistant: No Design Pressure: N/ A Other: This Product is No Longer Offered by SdverlmQ Building Products, Corporation ( See 14918.4 - 2010 FBC version for Historical Documents regarding this Approval) Extruded PVC Continuous Head and Sill Twin Picture Window with Nailing Fin Installation Instructions L4, pr?f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14918 RI AP F,-1 id911i, 4 -f Created by Independent Third Party: Yes 14918.5 e. Series 2900/4900 Models 2942- Extruded PVC Continuous Head and Sill (Reinf-orced integral 2 -1 952/494 1 2 -1 4952 Mullion) Twin Picture Window with Nailing Fin Limits of Use installation Instructions Approved for useinHVHZ: No httPS://www.fforidabuildiiig. orgtpr/pr_appjtl.aspx?param=wGEVXQwt0quZRi59%2fDrx2300PLxr2KHVtY20%2bl%2fkKQkbg8iygGAA%3d%3d 2/5 2115/2017 Florida Building Cede Online Impacted for use outside HVHZ; Yes Impact Resistant: No Design Pressure: N/A Verified By; Lyndon F. Schmidt, P.E. 43409CreatedbyIndependent Other: See INST 14918.5 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and Third Party: YesEvaluationReports part iculars. product CreateCby-Independent Third Party: Yes 14918,6f. Series 2900/4900 Models 2943- 2953 / 4943-4953 Extruded PVC Continuous Head and Sill Triple Picture Window Limits of Use with Nailing Fin Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: No FL,4918 R [' nr i4 6, Impact Resistant: No Design Pressure:. N/A Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependentThird Other: This Product is No Longer Offered by SiluerlineBuildingProducts, Corporation Party: NoEvaluationReports Cr`8 R A Y4!1,.pSee14918.6 - 2010 FBCversion . ___ for Historical Documents regarding this Approval) 11 Created by Independent Third Party: No 14918.7 9. Series 2900/4900 Models 2943- 2953 / 11 4943-49S3 HeadExtrudedPVCContinuous and Sill (Reinforced Integra( Limits of Use Mullion) Triple Picture Window with Nailing Fin Approved for use in HVHZ: Na Installation Instructions Approved for use outside HVHZ: Yes FL14918 R3 II Inst 14918.7 df Impact Resistant: No Design Pressure: N/A Verified By: Lyndon F. Schmidt, P,F, 43409CreatedbyIndependent Other. See INST 1491$.7 for Design Pressure Ratings, Third Party: YesEvaluationReports anyadditionaluselimitations, installation instructions and productparticulars. Created by Independent 11 Third Party: Yes 14918,8 h. Series 2900/4900 Model 2941- 2951 / 4941-4951 Extruded PVC Picture Window Limits of use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No Fr I4913 R [I [ 1918 pdf Verified By: Lyndon F. Schmidt, P,E. Design Pressure: N/A 43409CreatedbyIndependentThirdParty: Yes Other: See INST 14918.8 for Design Pressure Ratings, anyadditionaluselimitations, Evaluation Reports FLi installation instructions and productparticulars, Created by Independent Third Party: yes 14918.9 i. Series 2900 Model 2941-2951 Extruded PVC 'Impact" PictureLimitsofUse Window Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes M ' 4918 III [nG_ 149i g pdfImpactResistant: Yes Design Pressure: N/A Verified By: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependent Other: See INST 14918.9 for Design Pressure Ratings, Third Party: YesEvaluationReports anyadditionaluselimitations, installation instructons and rductparticuIaproduct AE Created by Independent Third Party: Yes 4918.10 Series 2700 Model 2780 Extruded PVC Limits of Use Picture 11Window with Nailing Fin rApprovedforuseinHVHZ: Yes Installation Instructions -- - Approved for use outside HVHZ; Yes Ft149'8- R 11 Ins' a913 t0 Impact Resistant: No Verified By: Lyndon F. Schmidt, R.F. 43409DesignPressure: N/A Created by independent Third Party: yesOther: see INST 1491$.10 for Design pressure Ratio s, an Evaluation Reports additional use limitations, installation instructions andgproductAkeparticulars. Created by3indpe ndent ThirdPa y: Yes 14918.11 k. Series 2700 Model 2730 Extruded PVC Picture Window - Limits of Use Approved for use in HVHZ: Yes Installation Instructions Approved for use outside HVHZ: Yes 149ir R3-41y Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409DesignPressure: N/A Created by Independent Third Party: YesOther: See INST 14918.11 for Design Pressure Ratings, an Evaluation Reports Fiadditionaluselimitations, installation instructions andgproductparticulars. Created by Ind pedThird Party: Yes 14918. 12 Series 5800 Model 5810 limits of Use _ Extruded PVC Fixed Window/SFdelite with Flange Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes 4 , ` R n ` 4 if Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E, 43409 DesignPressure: N/A Created by Independent Third Party: Yes Other: See INST 14918.12 for Design Pressure Ratings, any Evaluation Reports Mips, hvww:'oridatwitding.argipr/pr_app dtl.aspx?param=wGEVXQwtDquZRi59%2fDrx2300PLxr2KHVtY2g3r°/2b1a/o2tkKQkbg&ygC,AAy,3d% 3/5 2115(2017 Florida 6(kidli-ig Code Online additional use limitations, installation instructions and productparticulars. 141,1 A V 14 Created by Independent Third Party: Yes 14918. 13 m, Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with NailingLimitsofUse Fin Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes pdf Impact Resistant: No Verified By: Lyndon F, Schmidt, P,E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 14918.13 for Design Pressure Ratings, anyadditionaluselimitations, installation Evaluation Reports instructions and productparticulars. Created by Independent Third Party: Yes 14918.14 n es 5800 model 5840 Limits Of Use Approved for use in HVHZ: No Approved for use outside HVHZ, Yes Impact Resistant: No Design Pressure: N/A Other. See INST 14918.14 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and productparticulars, Extruded PVC Fixed Window / Transom With Nailing -- Fin Installation Instructions 8EL149' ' 7P-1L-Lnaj_j4_qj-,j,-1_4.,pjt Verified BY: Lyndon F, Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports FL 4918 R Independent V a 14 9 8 L,4,11 f Created by Third Party: Yes 14918,15 0. Series 5800 Model 5804 Extruded PVC Fixed Window Transom with FlangeLimitsofUse Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes 4R n - 49 jf Impact Resistant: No Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure: N/A Created by Independent Third Party: Yes Other: See INST 14918.15 for Design Pressure Ratings, any EvaluatioR n Repo19 additional use limitations, installation instructions and product Particulars, Arts-val 4 81 5 (dj 4 4 CreatedbyIndependent Third Party: Yes 14918,16 p, Series 5800 Model 5810 "Weather Stopper" pp e r" Extruded PV-C, Fixed "Impact,, Window/Sidelite with Nailing Fin Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FLdl!911 nS4 3,1 3 Impact Resistant: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Design Pressure. N/ A created by Independent Third Party: Yes Other: See INST 14918. 16 for Design Pressure Ratings, any Evaluation Reports Fill I I - additional uselimitations, installation instructions and product particulars, P Createdby Independent Third P—f— v-, 14918.17 Q. Series 5800 Model 5810 "Weather Extruded PVC Fixed "Impact" Window/Sidelite with Flange Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ. Yes FL t ', R 4 'Q 4 9-7 f Impact Resistant: Yes Verified BY: Lyndon F. Schmidt, P,E. 43409 Design Pressure, N/ A Created by Independent Third Party: Yes Other. See INST 14918.17 for Design Pressure Ratings, any additional use limitations, installation Evaluation Reports F, 141)11 df instructions and productparticulars. Created byIndependent Third Party: Yes 14918,18 r. Series 3000/3900 - Model odel I 11Extruded PVC Picture Window with Nailing I - Fin Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes EL —I t_91 3 R3 1 Impact Resistant: No Verified By: Lyndon F, Schmidt, P.E. 43409 Design Pressure: N/ A Created by Independent Third Party: Yes Other: See INST 14918, 18 for Design Pressure Ratings, any additional use limitations, installation instructions Evaluation Reports and product particulars, Created byIndependent Third Party: Yes 14918.19 S. Series 3000/3900 Model 3052/3952 Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; No Design Pressure. N/ A Other; see INST 14918.19 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Extruded PVCContinuous Head and Sill Twin Picture Window with Nailing FinInstallationinstructionsL, u L4 1 SVerifiedtL11-U-&--, 4aul- erified By: Lyndon F, Schmidt, P.E. 43409 Created by Independent Third Party: yes Evaluation Reports FL,149L8 - Mz3L AE E/31 I4)j 3 9 d I Creaked by Independent Third Party: Yes h"ps"A,Vww. Ooridabuilding-Org/Pr/Pr,-Opp_dtl,aspx?param=wGEVXQwtDquZRj5,clol.2fDrx230OPt-xr2KHVtY2q3r`/`2bl°/4'fkKQkbOygGAA%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 R i49i_LP3 T1 Ins, 11"41,5 )Q if Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 149t8,20 for Design Pressure Ratings, any tl 14913 R3 AF E,ial L411121)_pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Go to Page Page 1 2 Contact Us :: 2601 Rlipr Stone _859_-4q7- 18 4 _L The State of Florida is an AA/EF0 employer, CoovIght 2007-2013 State of Flon y : ph,ac.y Under Florida law, email addresses are public records, It you do not want, your e-mail address released n 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 350A47, 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 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 it you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: IU kq EE a Grerl' Card Safe https:!Iwww,floridabuilding.orgtprlpr—app__Otl.aspx?paratn=wGEVXQwtDqLiZRi59%2fDrx2300PLxr2KHVtY2q3r%2bl%2fkKQkbg8iy9GAAOIe3 %3d 5(5 SilverLine byAndersen W I N D 0 W S DOORS SERIES 290014900 - MODEL 294712951 494714951 EXTRUDED PVC PICTURE WINDOW NOWIMPAcr GENERAL NOIES I. lhiS Code (FBproducCJthas been evaluated and is in COMOOTICe with the 5th Edition 12014) ftafido Building stwtu"c' requirements excluding the 'High Velocity Hurricane zone" (HVHZ), 2, Product anchors Shall be 05 lIsled and $PoCed 05 $flown On Cel0h. Anchor . material9101bebeyondwalldressing0( sivcco, errgjedEnent to bo5e 3. When used in areas requiring wind borne debris projection INS product is required to F8C. protectedwithanimpactresistantCoveringthatcompileswithSectionI60912oftbe he 4, for 2x stud framing construction, anchoring o buckmasonryconstruction. I these units shotbe the same 05 that shown fof 2)( S. Site conditions that deviate from the details of this drawing require further engineering analysis by 0licensedengineerOfregisteredarchitect. SHEET # DESCRIPODM I dypictil 01EL qPf res general notes 2Horizons & venuqj 3 Hory9alcm izontal &- Vet)ccl cross sections; 4 fluck L come ION& Corr_ pon 72. 98"tAo. OVERALL WIDTH 72- T MM. OVERALL FRAME WIDTH I I OVERALL FLANGE DIMENSION, 72- 98" x 74,98- OVERALL FRAME DIMENSION 72. 0- x 74.0" MAX, DA' O' DIMENSION 67. 0*'x sg ir EISS TD— EESSIGG141-- PRESSURE (pSp) GLASSG" TYPE I1 POSITIVE NEGATIVE TIVI" SOD 7/ 0-9/1 N: T, - 3- G ay KV Lfs r14918,8 V, - m J INTERIOR EXTERIOR HORIZONTAL CR 2 7 EXTERlg? INTERIOR 25 VERTICAL CROSS SECTION A 6 O TERJOR HPg[ZPNIkL CROSS LEgiq own w/j X i Cf!ATPC-4-99OSS SECTIONOptionolmoson-r—y4— E 3V,ER 2 —Al CROSS SECTIONVERTICALSE 3 St*wnw/jx5utbuck ERTICAL CROSS SECTION z u 7 z z z Lz 22,S'MAX, n r flyl, I 2X BUCI MASONRY OPENING BUCK ANCHORING MASONRY i_CONCRETE ANCHOR NOTES I Compete anchor (cations of the comers may be odfusted to maintain the min, edge distonce to mortar joints, 2. Concfela omhor locations noted as -MAX ON CENTER" must be oatwled to mahritan the n*), edge dutonce to monor joints, oddtjora concrete onctxxs I'loy be required to ensure the 'mAx. ON CENTERdwrenslon ore not exceeded 3. cooctete onchof tobIa' ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR JTw TAPCON* 114" 1-1/4- r 4" IULTRACO 114- 1.114- 1. 4" wood spews to prevent the splitting of wood. 2X BUC FRAI MASONRY OPENING IX W01 FRA) MASONRY OPEN04G WMAX. n , — , "'- ---, -4— -- - - ---I FRAME ANCHORING 2X SUCK 151 MAX, O.C. (Typ') TYP I FRAME ANCHORING IXBUCK sir tp. Ni? W*. as z c z 8 1EXT RUDERS 1- " f ) f l t Klk lU rVk: tXIERJOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". D ! LAZING "A 10 MkINLRAME 112" GLASS BITE CO ,, 9LAZINGDETIII Z 3/ 4'OVERALL If K. GLASS 5/ 3TANNEALE0 AIR SPACE 5/ 32"ANNFALED 1 0 5 211512017 Florida Building Code Online 0" I acts "tome Gag In Use, Registration Hot 70w's s"On't" s'1n:ha'-')e stats & F"opvUlIcations F5c Staff acts Site Map Unks Search Product Approval db'P""r USER, public User Application Detail FL # FL6067-R6 Application Type Revision Code version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/ Phone/Email One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext 4644 lonberrian@slbp, com Authorized Signature Craig Calderone rickw@rvvbldgconsultants, com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan 3. King, P.E. e Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method 1710. 5.3 Method 2 Option 8 https: ilwww.floridabLilding.orgtprlpr—app__Otl.aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98MUAeEljQtjEY%3d 1/4 205/2017 Florida Building Code Online Date Submitted 06/16/2016 Date Validated 06/1.6/2016 Date Pending FBC Approval 06/19/2016 Date Approved 08/17/2015 Summary of Pro -ducts FL # Model, Number or Name Description 6067.1 a. Series t537 Structural Beam Thermally Broken Extruded Aluminum Clipped Mullion for use Mullion "Impact" with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ; No ELU&7 P__JL_jfiST Pry du t ffarin - f 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 LL 6 Building Products, Corporation (See 6067.1 - 2010 FBC Created by Independent Third Party: Yes version for Historical Documents regarding this Approval) 6067.2 b. Series 7537 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1.609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02, See INST 6067.2 for any additional use limitations, design pressure ratings and installation instructions. 60673 c. Series 2723 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609,1,2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02, See INST 60673 for any additional use limitations, design pressure ratings and installation instructions, 6067.4 d, Series 2724 Structural Beam Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067A for any additional use limitations, design pressure ratings and installation instructions, 6067.5 e. Series 2728 Structural Beam Mullion "Impact" Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions 60 7df Verified By: Lyndon F. Schmidt, P.E, 43409 Created by Independent Third Party: Yes Evaluation Reports EQjQ67 U AE Ev 672 f Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions FL60§7 R6 [I IN2LbQ_ 7_ r If Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FI&Q67 R6 AE EYAL__0673 20 Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R6 AE EVAL 6067.4.odf Created by Independent Third Party: Yes Extruded Aluminum Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Installation Instructions Approved for use in HVHZ: Na EL5Q67 RNST f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P,E, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: When used in areas outside the "HVHZ" requiring https: i'lwww,floridabuilding.orgiprlpr_,appjtl,aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98MUAeEljQ4EY%3d 2J4 2/1512017 Florida Building Code Online wind-borne debt -is protection this product complies with section 1609.1.2 of the Florida Building Code and does not Created by Independent Third Party: Yes require an impact resistant covering. This product meets Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.5 for any additional use imitations, design pressure ratings and installation instructions. 6067,6 f, Series 2723 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure-, N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609,1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions. 6067.7 g, Series 2724 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1,609, 1, 2 of the Florida Building Code and does not require an impact resistant covering, This product meets Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996-02, See INST 6067.7 for any additional use limitations, design pressure ratings and installation instructions. 6067.8 h. Series 2728 Structural Beam Transom Mullion "Impact" Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind-borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets Missile Level W and excludes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.8 for any additional use limitations, design pressure ratings and installation instructions. Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions ELjQ Z Pjf jN5LNL7_j_,,a f Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL6_ 7R6 A!_f_V_AL6_Q_67_5 pAt Created by independent Third Party: Yes Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions FL6067 R6 11 INST 6Q§7,7.pOf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports M-0 Created by Independent: Third Party: Yes Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non -impact window products in Masonry or Wood Openings Installation Instructions Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes t, Series 2723, 2724, 2728 Extruded Aluminum Clipped Horizontal and Vertical Mullion Structural Beam Mullion "Impact" for use with impact and non -impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other, When used in the "HVHZ` requiring wind-borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996-02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions, Installation Instructions Verified by: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes https:,`lwww.floridabuilding.orgtprlpr__app_jJtl,aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vmqGn98MUAer-IjQtiEY'Yo3d 314 2JI5/2017 Florida Building Code Online o w kis 2601 f}lair Stone 2L,0.0_j() 481 H24 The State of Florida IS at, AA, CEO employer, 1,oj2Y,!uM 2!207-201 Stftla Lf Fl '. E=JU_a&.m n : Ayy, 111 ' RS_fucd_.=_-_tn Under Honda Wy,, iNnall addresses are public records. If you (to not avant Your e-mail address released in response to a latiblic-records request. do not Send electronic mail to this enttty. ("Stead, contact the office by phone or by tladi8oitial 111,10, If you have any questions, please contact 850,487,139S. `pursuant to Sert'011 455.27511 (, Finrida S!:a(%treS effecbvc Oct.Del 1, 2W, licensees licensed under Chapter 455, F.S. most prov,oe the Department NI-h an email addre,s It they have one. The ema45 provided may be used for official communication with the licensee. However email addresses are public recoil. If you do not wish to Supply a personal address. please provide the Oepartment with an cmad 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: UMEEM credl' Card, Safe h(tps:llwww.floridabuilding.org(prlpr__Appjtl.aspx?param=wGEVXQwtDqs4Yr43ec4OR5n5vniqGn98MUAeEljQtiEY%3d 414 Silver L1 e4 byAnder-sen r11 WINDOWS*DOORS 2724 STRUCTURAL BEAM MULLION IMPAcr' LJL-1 qgNEkALtslgTES,' I This product has been evaluated and is in compliance with the Sth Edition 12014) Florida Building Code (FBC) structural requirements excluding the -High Velocity Hurricane Zone". 2, when used in areas requiring wind bum debris protection, this product complies with Seciton 1809.1.2 of the FBI, and does not require an Impact resistant covering. This product meets missile level "D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Section 1609.1.2.2, 3, Wood bucks by others, it'"I be anchored property to transfer loads to the structure and be reviewed by the Building Ciicy. 4. Mullion onchor embedment to base material sholl be beyond wall dressing of stucco. 5. Separate product approvats for each glazing product used with these mutlioris must be submitted along with this mullion product approval. 6. Anchoring of each glazing product to the mullion sholl be as shown in each kxkvidual glazing product approval- 7, Any conditions not covered in this evaluation are subject to separate engineering evaluation. 8. Mullion design pressure rating, see load rating table sheets 2 and 3 of this drawing. 9. The design pressure rating of the assembly shag be the lesser of the Ioad capacity of the mullion as determined uwV this approval or the design pressure rating of the individual glazing products used. 10. Bounding box dimensions for geometric Ir0ns0m shapes must be equal to or eess than the rectangular transom dimensions shown herein. TABLE Of CONTENTS I Typica l 2 2724 ninon hood totA-- for concrete screw anchors 2724 —minon 5 -crew- o":;ii— 7-2i n seZhoii-d-y—nenw- —ns 8 —ancho-f—vV-- i- MAX. COMBINED DIMENSION IS IOT W I W2 MAX. COMBINED DIMENSION IS W IN I W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MAX, COMBINED DIMENSION IS I&C wl W2 GLAZING GLAZING', PRODUCTPROULIC7H MAX. COMBINED DIMENSION 15 104" WJ W2 GLAZING 71 G PRODUCT GLAZING GLAZING GLAZING GLAZING PRODUCT PRODUCTd PRODUCT TYPICAL MULLION CONFIGURATIONS NOTE: Horizontal mullions depicted herein can be combination mullions or separate structural muilions. Separate structural mullions ore covered under separate approval. 67A SLVERLWE 2724 STRUCTRUAL BEAM MULLION LOAD TABLE (PSF) TROUTARY WADTH 21r 347' 32- u- 36" wr 1. 42- 44" 46" 44- sw 52" I T4 882 83,0E12 764 744 70,9 67.7 64.8 622 598 75 554 534 516 Yr 701 o960 904 100,0 987ooo 865 93,4 1 1 77.3 887 S4,5 73,9 D 7 70,7 741 71 1 626 A 66.9 636 61.4 100.0 100'000, 100.0 97,2 92.6 88A 646 81.1 779 749 1 72A 698 67.2 100.0 100,0 100.0 1000 1000 97.1 92,9 ago 855 82,2 792 764 73,7 1. GF— 100.0 1000 1000 100.0 IODO 10010 999 965 100.0 100,0 913 97A IOU 87 1 84,0 939 910 882 81A 05.6 W. 100.0 100,0 1000 10OT— 100.0 100,0 100.0 1000 1000 978 947 918 891 1000 1000 1000 1000 1000 1000 Io1100,0 Iwo 1000 100,0 9"8, a 95.7 92,8 66" 1003 10610 100,0 100,0 Too —0 1 a 100,0 1000 1000 100,0 1000 99.9 96.9 z 100.0 ---fo—o —0 1000 100.0 100.0 0 I000I OCI 0 1000 1000 1000 100,0 100,0 ar 100.5 100.—o 100.0 Iwo 1000 loo 100, 0 1 1000 1000 1000 1000 1000 Woo 1000 0 48- 1000 1000 1005 166 IY 1000 100, 0 1000 100,0 100, 0 1000 1000 1000 1000 IOU 0 1000 1000 100, 0 100. 0 100, 0 1000 1000 100, 0 1000 10010 1000 100, 0 46" 100,3 1000 1000 100.0 1000 1000 100,0 1000 1000 1000 1000 1 1000 1000 1000 1000 1000 1000 1000 100,0 1000 1000 IOD 0 — 100,0 1002 100,0 o-- 1000 M) Io01000 1000 100.0 100.0 1511 1000 10-00-- —i—OO 1000 100,0 1o0,0 1 1000 100,0 1000 1000 Iwo 1000 1000 100,0 1000 38- 0 100, 0 1000 100,0 1000 1000 1000 1000 1000 1000 1000 1000 i 100,0 1000 36'• 100,0 1000 100'0 1000 1000 100.0 1000 100.0 1000 100.0 1000 i 100.0 1 100,0 1- 1000 1000 f00.0 100'0 IOD,O 100,0 1000 1000 100,0 Iwo I Iwo I oo 0 1000 32' 100,0 100,0 1000 1000 100,0 100.0 1 100,0 100,0 1 1 1000 1 1000 100,0 1000 30" 2r 1000 1000 100oo , 0 --i-003 1000 100 6— 100, 0 1300 166 — 0- 1000 1000 1 — 1 1 I000 1000 1000 -- 10co— 1000 iod 100, 0 1000 1000 100" o 26- 100o,0 I o 0 0 12 oo,o 100,0 1m 10001 1000 100,0 1000 24" Iw000 . . 3 1! 33). m in In10001000 JH$TRj) CT;O,N Fa f LF iHR,2LL1QN -LOADTA 5 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPEMNC AS SPECI;7'7ED BY THE BUILDING DESIGNER ( ARCHITECT OR ENGINEER OR RECORD). 2, FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. I?EiiRiN('f fill SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATJON, 3 IN THE FIRST COLUMN OF 7HE TABLE, LOCATE 7l-9 MULLION SPAN lN Jhf FIRST ROW OF THE TABIF, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, RLAD DIL MULLION LOAD kAhN6 GIVEN IN V!A THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. FOR ANCHORING CLAZtNC PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALE_ BE AS SPFCiFIED IN ONE OF THE FOLLOWING* I , SUBSTJUTF ( I FOR 1) 714"-14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN jN THE jN010DUAL CIAZING PRODUCT APPROVA42, SUBSTITUTE 18- 38 PANHEAD SELF -FILLING SCREWS SHOWN IN THE iNDJ',( JDUAL GLAZING PRODUCT APPROVAL, THE MAXIMUM FASTENER SPACING ALLOWED, IS 6' FROM LACH LNU AT 2LFQN DIM" MST - 19N AND FRAME 15" O.0 MAX SPACING THIS SE -DON VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; tICTL1 A MiN?MUM OF 3 THREADS OF THE SELF-DRiLLiNG OTHER "E SECTIONS Of fLOkl0A APPROVLL) WINDOWS SCREWS MUST PNOINVOL 10,OUGTJ IHI WA:L 01 IT;L VUHION, BY SJ1VfH0NE- CAN BE USED 04 THIS FASHION A!- T4e:OZO wlVV2 z 5;;, 0 X Em z 6 S I GLAZING PRODUCT GLAZING PRO OLIC T o z 7 z DilaLJARY Wit) HI wi W2 71 N T S. 5(-167 4 7 2 r. 4 LFi 'A _E_mVU_IQN A _L 8i - THE DESIGN LOAD REOU)REMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESFGNER {ARCHITECT OR ENGINEER OR RECORD) 2, FOR THE PARTICULAR OPENING, DETERMINE !Fit jR46UIARY W)Vlli AND MULOON SPAN lkffk£NCE THESKETCHE'S ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION 3. IN THE FIRST COLUMN Of THE TABLE, LUCAIL lilt MVLtlON SPAN IN THE FIRST ROW OF THE TARtF, LOCATE THE TRIBUTARY WIDTH AT THE INTERSECTION OF THE HOW CONTAINING THE MULLION SPANANDTHECOLUMNCONTAFN)NG THE TRJOUIARy WIDTH, READ 111L MULLION LOAD RATING GIVEN IN PSF, THE MULLION LOAD RATING MUST BE EQUAL To OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE, L Sff. TtON Tr1p f RAME VIEW IS SHOvvN FOR ;LL,US7RAT1VF PURPOSES OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS By SjI_Vj,RL*Nf CAN rIF i StD it, `HtS FASHION, FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL HF AS SPECIFIED IN ONF OF THE FOLLOWING: Sj8Sj;TUTF (I FOR 1) 1/4"- 14 SELF -DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2, SUBSTITUTE 18 - 18 PANHEAD SELF --PILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL, THE MAXIMUM FASTENER , SPACING ALLOWED IS 6' FROM EACH END AT 35" O.C. MAX SPACING. NQM- A MINIMUM OF 3 THREADS OF THE SELF -DRiL'fMG SCREWS MUST PROjRLIDE ii!ROUGH THE WALL OF !f4L MU11L70,*4 W2 GLAZING GLAZING FIRODUC T PRODUCT j - I ILL__ - --- Jj 1L__ __ --- -111 1__ - V11 W2 -- ----I FL 6C,157.4 A I a) # 10 x I - I /Z'WOOO SCREW$ 2X FRAMING W ANCHOR TO 2X STUD OR 10 2X BUCK 0,375"--1 T-77 0 Al y cl I MULLION ANCHOR BRACKFTZV f6O63-76 ALUM) FOR WOOD SCREW OR MULLION TO MULLION ANCHORING 7' C' ni 2724 MULLION 6W-T6 ALUM) 14) 311 e 0 CONCRETE ANCHORS CONCRETE (SEE ANCHOR SCHEDULE) ANCHOR TO MASONRY MULLION BRACKET ANCHORING 2722 BRACKET SHOWN CNOOD SCREW ANCHOWNG SHOWN) JA) 3/16"0 CONCRETE ANCHORS SEE ANCHOR SCHEDULE) CONCRETE IX BUCK M7, ANCHOR TO MASONRY THROUGH, I X BUCK 125' 2.25" 2.25- MULLION A HQR BRACKET J6063 T6 ALUM) FOR CONCRETE ANCHORING 17 z Y'. 20tow%, c -t c w is0c z Ic HORIZONIAL TRANSOM 7, MULLION 2724, 2724 OR 2728 < UNDER SEPARATE APPROVAL) 18) # 10 X 3/4-- SELf-DRILUNG Sms 8 X 31-r SELF-DR1LLNGSMS t^ VERTICAL MULVON ANCHOR MULLION TO MULLION AUAWMANCHCOM"CKITANC0004SCREOW Amijamw fpQoaLAwJ CEMIR-m-clumANCHORsu"ma wpq SPACROG OW4 0 10 "H wow SCREW 0— WOOD 1-3/r 310, 16 SELF DIM] A — C* SHftl METAL SCVtW D.— ww" ti(xiow uocx 1.114- 1-1/7 2" CONCRElf I I/C I liz WOOD FRAVlo, tS G. - 0,42) STEEL CON"MWG TO ASIM A&S3,16 GA. DW MN, MCCNESS ffy = 33,000 n. fa t 45," PST) SHEET METAL SCREWS ISM GRADE 5 M04),H&TI XWK-REX . ELCO Oft,9 EX CONCRt7f CONFORK40i TO ACI 301 J3,OW n MN) OR hOlLOW SIOCK CONFORMW, 10 ASIM M 10 Fi -506/4 4 0 4 2/15/2017 Florida Building Code Online 0 A BC15 home Log III QW, Re(list"Atto,, Hot Topics Submit Surcharge& rIt Product ApprovalggUSER: Public User Application Detail FL13192-R4 FL Revision Application Type 2014 Code version Approved Application Status FBC staff BCJS Site Mail Lir*5 sewd, Comments Archived Product Manufacturer James Hardie Building Products, Inc. 26300 La Alameda Address/Phone/Email Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng,zhu@jameshardiexom Pingsheng Zhu Authorized Signature pingsheng,zhu@jameshardie,com Pingsheng Zhu Technical Representative 109ol Elm Ave. Address/Phone/Email Fontana, CA 92337 909) 349-2927 pingsheng,zhu@)a,meshardie-com Pingsheng Zhu Quality Assurance Representative logiol Elm Ave. Address/Phone/Email Fontana, CA 92337 909) 349-2927 pjngsheng.zhu(Ojarrieshardie.com Panel Walls Category Siding Subcategory 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. 0gawa the Evaluation Report PE-24121 Florida License Intertek Testing services NA, Inc. Quality Assurance Entity 01/01/2018 Quality Assurance Contract Expiration Date John Southard, P.E. Validated By I Validation Checklist - Hardcopy Received F 3191 R4 CQI Certificate of Independence f Standard) Randarg YearReferencedStandardandYear(of ASTM C1186 2007 2002 ASTM E330 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Ua,A&Iricy , n d df https:ttwww.floridabuilding.orgIPrIPr_app_dti.aspx?param=WGEVXQwtocoSk%2bGnUu47oqxmaHRnHIID4CXWhKRqKDfTRrxwwZsbgA%3d%30 1/3 2115/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Summary Of Products FL # 13192.1 Model, Number or Name Cemplank Lap Siding Method I option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 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 15 0122.04, 13192.3 HardieShingle Individual Shingles Limits Of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. 13192.4 HardieShingle Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 13192.5 Prevail Lap Siding Limits of Use Approved for use In HVHZ. Yes Description fiber -cement lap siding Installation instructions EU)192 R4 II FR RIg- L25 j I Plank metal wo9 df _ 5 _dp 4 II ER RIO 7 -1Plank MU 'l EUJ132 R4 H ER R10-2577- P1 nk v P h - thinf F1 11192 R4 11 Verified By: Ronald I. 09awa 24121 Created by Independent Third Party: No Evaluation Reports fLj3j3Z R4_AE_fg_RLQ-25 - P n I w if Et L311') R4 AE ER RtQ-2557-15 Plank hingle CMU,Pdf Plank to WNSP Sheathino,odf F 1' 92 R4 AF NOA 1 i QI22 04 odf Created by Independent Third Party: Yes fiber - cement lap siding w Installation Instructions ni! d IF F 92 R4 11 ERR 0-2557.11?Lank3hqol 1`1 (If j3jUjU_ jL_a IJUL P 4 j —1_NOA IS-MZLQL=f Verified By: Intertek Testing Services NA Ltd, Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-255 -1 Plank MiLa_[ --o—od-LIffilf Plank hin le CMU. Qf R , 177. c FL13192 R4 Created by Independent Third Party: Yes fiber - cement individual cladding shingles Installation Instructions ijzl Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FLI Iq_m taj -o odf Created by Independent Third Party: Yes fiber - cement notched shingle panels (straight edge, staggered edge, half round edge) Installation instructions F3, UL9j_L4 U_LR R JQ-2555-15 5h109UX_1_1.1 Ifff Plank ShinaI CMU.ndf f} 319 R4 II Install Hard'eShingI SidMO ndf Verified By: Intertek Testing Services NA ucl. Created by Independent Third Party: No Evaluation Reports EL13192 R4 AE ER R10- 7-15 Plank Shingle (;df Created by Independent Third Party: Yes fiber cement lap siding installation Instructions https:! twww.floridabuilding.orgtprlpr-aP,D-dti,aspx?param=wGEVXQwtDqtSk%2bGnUu47oqxmaHRnHIID4CXwhKRqKDf7RrxWwlsbgA%3elo3d 213 Florida Building Code Online211512017 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. EU1122 P,4ji 5h"'lf f,R -- A— LU2_2 PA IT FR Rjg-?j77-j4-_PlrHV1 P has "HIP-Cf EL11192 P4 I-, N A_jf, _2 24 f Verified BY; Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports I'111 3 M R4 AE ER R10-2—SU-15 Pla,,Lrn-tal Ft 13192 R4 AE -R R _- 257 2 _7-15 P1 nk Shin pdf R4AE ER. gIQ.- ..Z57L-L5_PI,1aL,jQ —1&SPSh1ta—,!a9-Z—J' ELI) _R, j A IV.Qt J4 pdf Created by Independent Third Party: Yes Contact ZaLftL,,, dUo F'32399 E—h-- 8150-487- The State of Florida IS an AAJEEO employer, C22yr-ight 2907-2211 State Uonda : pr`USy SEX"U"'M 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, W not send electronic I mail, If you have any questions, please contact 850,487.1395, aPursuant to Section mail tothisentity. Instead, contact the office by phone or by trachbona 4S5,275( 1), Florida Statutes, effective October L, 2012, licensees licensed under Chapter 455, F'S. must provide the Department with an email address it they have one. TheemallsprovidedmaybeusedforOfficialcommunicationwiththelicensee. 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; Ij W El M hUps:ltwww. noridabuilding.orglprlpr_appiti.aspx?pararn=wGEVXQwtDqtsk%2bGnUu47oqxmaHRnHIID4CXwhKRqKDf7RrxWwZsbgA%3d%3d 313 Florida Product Approval HardiePlankO Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. HardiePlank IM-10, Lap Siding JamesHardie E-7r" VE SEP_`EA1;B,,,rF 2," SELECT CEDARMILL' •SMOOTH CUSTOM COLONIAL" SMOOTH * CUSTOM COLONIAL" ROUGHSAWN CUSTOM BEADED CEOARMILL'' * 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 HIARDIEZONE " PRODUCT INSTRUCTIONS. INSTALLATION OF HZIO') PRODUCTS OUTSIDE AN HZIOrTLOCATION WILL VOID YOUR WARRANTY TO DETERMINE WHICH HARDIEZONE- APP IPN TO YOUR LOCATION, VISIT WV4W,HARDIEZONE,CON1 OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: 0 CUTTING INSTRUCTIONS S ofi1111 aa t4tIt'd :,tr(;? hit h' t Ta- vr,! I e J k rr It (' v" pinf. Cap in ,,r ,,(!ge :1,1,1-c! idqer,i 'Inc ` lrfl : i lie jf.avo "d, Nf f ile 10 rXGUter alkz r(1rcar ,kg(dTi JFt P It 1a! 1-F ;fi(!M x f,- Ir( n,,, rf A (x .vi "'o v Urwc L ry g 0, vid, S 1'f; PTIXIT? I'V3 i-l"T "'VW,S I If t.' J,S z l fxl r or krcr "o Te( rt"A' u" ,& rf'-'r-ar cr cf xf e d" Xe rq altiud rult" S:ril S, jrx.,,C: ! tir GENERAL REQUIREMENTS• : HardePlark ap sidng -ar 0e nstai! ed n,,,, er iraceo vrod or 3ru(IS SINICe'd I ax tl'wr of '24" of dlrecti; to 7, !t,' t1-,i(.k OSE P See get,era fa"Stering reqwfe(,rerts, rregrilan-"r r:t es 1, frig and Seati-irg --ar—ifirro, irrowpprrefirisedappllcatvlmfon,aron instailing 0'arnes Hardle produns 'vel e r1C 1cfor ,,e n JH Tech Bulletin 19 x r ter- res,s ttve 0,iwer -,ust be appropirialely rstx ed 'mth A ,vlter-resfst ve amar s reqftretl' r ccowarce Ptj-f of buildirc, cc e -sihAtNj for ,valer 01,tr3t0r, pere!rratlor, ard lurctior flaso;rg 'r acccrdarcti .vltr of,"! rjullcl r,,, i- req(,frei—erIS JYt'eS Haru'10 ;V:0 3SS6i',e ro respo( 4 - rnf—h re. H,rt:!lekNrar 'Neatr-er lac r!ier a rw—viover !- ci,se` Alt i-icl, 41 igS 3 ",1 MUSf Adlacert ,rosred grade f,st sDope awiv frorl tl-e buddir ( j a(m) fdar:e fv,tt- lcca LL.iisill (j -,Wles plca,Jya zrimflnum of 6" r the f:rst Figure I Double Wall f Construction Do 1'ot use 1w1rf_1!er ark lt) "'Olffj I Si"'C; Pi,tie Gc, not rsta tf Ames Hardie procUcls, sucj', trat tI-ey rnay res. air =r sir tat-,t N41" Hardleplark lap S;6rg or, flat verticavalt apple catlors For ', uqei prcieds ii'Oudiffj rr.nolAiirlily projects, rdfefe il'e spzlof tle iail s sigr(fic"qrt r ei,qtf-, the desagre! ard'ofarf,r:ted st,cf2:d take ill(,, th-, ewl of Il't, prcduct r t r dt sv Off of tl-er'ra% ext"aryor 1-,d :10 sture nvq, Tjie 'Se values car, be found C, !!`e Tecllrit_aqsurelit? "Exparsior (. arlcfer J James Hardie &dmg Products al -TWN Jal`eslial( lla co! 00 NOT uf,,, 02se p'tjj,t of s(),pj,e( -oatq g H,aePr, , ,- ts INSTALLATION: JOINITTREATMENT Figure 2 n" !f : a One or r"ore of I)e 100,:ftq t"eatmew ooxns eqwrec,! t)y -, we is g S tor Colorf`tlos fur 10kvIg ZVI(i J(-)rPITS, 'fill Ne, x nc.;aulk 1 sIl 'lead", C11 Single Wall Construction 1' 1111 ;0""'If t", A ; t-1 Imo, ,Ise , , 1 el " Af, il": pr'Xixl _ 1'ei n '& 01 1"', Mi,< i - ! t r,,-,,y ,J,jfk;rq1 k) 1 1 -,fy"', nVrW "iTl I WARNING: AVOID BREATHING SILICA DUST Jt'1`11,! a!it t t an wl AfX( umq y fla ,(yl Wij w 7 1.49, 1ME CLEARANCE AND FLASHING REQUIREMENTS Figure 5 Figure 6 Figure 3 Figure 4 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, path, Steps to Siding I --- -_ — As required Z-Flashing by IRC code min 4' x 4" Min. C' U 1 7 tin. 1 ]"'- 2'" Do not caulk Figure 7 Figure 8 Figure 9 Figure'10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry L- Flashing Z- Flashing Z-FI shing Z- Fla hino f. Mi 1/4 Min. " 2" 6' Min. Y2" Figure 14 Figure 12 Figure 13 Block Penetration valley/Shingle Extension Drip Edge FASTENER REQUIREMENTS ' Is"d r" "n " Ulre': u,"' C'ce'c" j I ig t,ar, tall 'kI ' io I I , 1, '1 pin -backed comers may be e used V, '-'r-'rilunCtion kjjl(l nalling t;leasa See 11H oc! UlteT'r frf XPIT`Pticl" a done foraestheticpurposesOnly, Pin -backs Shall be done with finish nails only, and are not substitute for blind or face nailing. BLIND NAILING Nails - wood Framing vjojrg n, 111 '0 0,9, stank ,(O 22 "' HD x 2" 1191 I ga recline, tiall (0, 1 ? I " S"ank x G,37 1 H__ X '25 Screws - Steel Framing 1-ol -"cI I_heajo, equivalent 4' enetrate' tnrF- e(!S Nails - Steel Framing F- & F ParleVIst nal- 1 11 111(1UIw_ t,-" anK x "33 zien'.oailsrust pe!'et"ate rnq'j(r!";Ir rlfn ng' OSB minimum 7/16" Q()t; j"g ral I', 21 X I 7D Figure 15 Figure 16 Minimum overlap for Both Face and Blind Nailing l fTIM 1 IA' Laminate sheet to be removed immediately after installation of each course for ColorPlus'?' products, 2 IncJrAuc 11" Ll" Nails -wood Framing 6(3 I 13" shank x 0,2C7" Hrj),,"' 10r)y, nail 099 shaokx 0 22HD 2" Ic",g) Screws - Steel Framing - 5i,°'Knqx Snrews IIIIIS1 pene' tra*'e 3 me"Jl t7 an"Irg Nails - Steel Framing 7&- '0 HD IGIIg; OSB minimum 7/ 16" mark ,(1,'J22' 24' . . .. ...... GENERAL FASTENING REQUIREMENTS MTKO low! , !"Pac T YOKO 0,0 arTi halt "WrIAIds to me C f" n tone i Twos All jyfws M "rjnW"y owl in.ky armO"XT I W aq Wn ACT* PNEUMATIC FASTENING ows 2NA win van ey qWw" 'To a onrn" W! own TQ 00 no Q xe ly" me so wpm 7QU 'Avyjr G%ynyh Tog no u nosenlNe gliq ;joy yci ww mht_,' oeWITnC Eyw*rAWflz 0 111i & WIG "'a', o j,Id nc - CC, NQT DO K' As 10 ppssofUS1wilsnu HI,vm by Nwq PNVAd us U fwky QY XW M TXQ A- 1111(1e'ti,':,JEl 1@,11", RT 7 3 a 2K9 CC 2X4 9 \'--, Figure A Figure B cuse! IsInTSK, rAx, a hymgam! AQW011 I acme Won cmw Woa tQ, NO NVISnRcpno Itls ray 90 0a 12drade I A anas wit a Ln"'t BANY acei up IWO P msdic,ir'! I'sul! ;ares t-ar,,Je 14"'1'1111("', Q, , , ,, ,, , , ,,,, ,3., jo,ourewwwri ouve falve' s, owpowlam as, Va''inang V 00 NnOW, hg A: ap al in rgle XloPC go 1 Mo fq B; Fu wcw Army owe imen aON wayc De no lonr to Immy J a new Vol i""We "d, Ace tail- NYE VrWM a 0"Wo eroe 6 M"em Harowun pop a fmaw Am can xxv, M onoxm rmne` Aea tc W,Bo! e' n ;J jtl ",nnorai! l arnno is wI 00 not use aluminum fasteners, staples, or clipped head nails. RAINING DC, NOT AO YA" ILA% C"pow W '"W"" P'no"Ic!'s \arws, (,, A,Cts r Ub )o own ano 1) Ims 0 jKlya ms j.T, & Fu Vskow movVe to Ont ran"My"'; is loc(,I'To 11Geo f nit" sic, inq,s CUT EDGE TREATMENT cuk put V Vne 0 Nela C-it 010 to MU( ` -JP C lfplo", CARKMG ! C92( Q but Isin rase an Esswrorc jowA 4'sm! Gnaw NS Coss 25 ur We'o, a ulewl ENV CUMVT wit, C811 s!' ad as well jctiol,, s Note: OSI Quc assomeothercaulkingmanufacturersW not allow tooling. COLORPLUSN TECHNOLOGY CAULKING. TOUCH-UP & LAMINATE w 'C nk se son nor rawlvq P& WQ Or, -VMS 1"TAV polo U= List iol!on M, a xxn I "T neau's Isrlg To Tne iwavi Ig oa! "I name or xm2"( ST xsn LWOW SMI rut be J MW x W r "j-a! I) t, !; , , cy! seme e cons ruaw nr am ORO -- al nvtirwon101"M Now axves H' ar1;e ' , lul %va!l ar, TAT W or,_.,v nre ie TRIM PRODUCTS WITH, COLORPLUS TECHNOLOGY PAINTING JAMES Hpwoy SIDING All I-Irmcs IT =019 9qWWqt W , 'Ice WVUqpWWq OPIA mumm wee Hvx AG nol 01 N"K Amos TV yNxy too 41> 6 X anar lacawm &Mao Ne, Am, W'Isn WARM TXl M x,- im loss MTV Amg COVERAGE CHARTIESTIVIATING GUIDE COVERAGE AREA LESS OPENINGS I exclosure) HARDIEPLANK LAP SIDING WIDTH 1 1 , ! I :k I It , 11 4 _ y 2 4 3 41' 44 43 8!33 24 T cCC 8-, ic6 71 1 - P; 7; c 1 112 ^,4 A a co 53 2C0 133 25 113 34 225 9140 411 133 12993 25C wC ?87 ac 48 143 125 7; 1 '0 2 1 13 1 " 2 2cc 192 173 !71 1 24C 26C, 217 28 193 2' 175 K 23 224 2C7 2CC 24 43 3 25C 243 222 .8a 11 229 Ko 49 4, 3211, 2 6 7 256 21"' 58 11_ 23 21-2 252 2453 2'3 5 36C 3c0 288 2i27 225 K 7 38C 3,-" 3C429, 427 1 238 238 2--A 286 25 Kc 4CC, 1311 321, ills Cr;er,,,lge rnar!, i$ nleaW as a godo, usage s s,;pp, cles oum :1", pulldmfl Al C,f (,yef 0, P4,11ow, Reooft IMXIIM' t M'J' cnc!) n 'he fNGM1, Rev,Fj lic 248".' 2 3*te 3 -wdloplaq 30 sdrq vf'o io, acp 'a TWC,as,,y 7 VeOiNS 3(A he 2'0 2,3() 3, 01,, iruman,llt 3,14 ,awtion 1.3 q , -1 rd. N,_ A No 2,07'Ij 2 Iept If -u-r malcrxs RO),Aje A)31111,ent m riswar,,e m,cl - da Snnq L 4dt , -10 1 1 c DSA T es,, jcc,ni njS he 17,,SUNW -V ,Iwtcnar he wtacaliy )t prauc, 1v wleV, Additional nstallaticn Infcrmationl aiarrarties and Narrjftqs are aYailab(e 3t JamesHardie jjrt s -jy,,lte 'NWIN jarneslVdieucMaIqsWe trai!elx, at aitcllvnll „ S,e5r• 19 P4,4 6 3 2/1512017 KIS Home Log In Use, Registration Hot Topics Florida Building Code Online A Subrl(t 5.10alge stars & Facts Publicatloris FBC staff 8CIS Site Map Links Search Product Approvaldbp'r USM Public User Im 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 pingslieng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng,zhu@jarreshardie.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(djameshardie.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 F Referenced Standard and Year (of Standard) 5tia"rd ASTM C1186 ASTM E330 Equivalence of Product Standards Certified By YAW 2007 2002 Florida Licensed Professional Engineer or Architect ELL12ILR2 _Umv ATM Q ,va PnC S, inf LK_EQk 1 https: llwww,floridabuildng.orglprlpr_app_.dtl,aspx?param=wGEVXQwtDqvRk6t)svZ66FOMz7xGPgkne9YuS%2hAvrIW7KTav2gCcCpg%3d%3d 1/2 2(15/2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved S.9fTrin-alry of Products FL # 13265.1 Model, Number or Name HardieSoffit Panels Method I Opton D 04/23/2015 04/30/2015 05/11/2015 06/2212015 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, Description HardieSoffit Panels, Cemsoffit Panels; fiber -cement soffit panels Installation Instructions 1325S R2 11 ER EL ,5 R I 1[ n t I I Ha r t el S ff t P n&Lp d f Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party; No Evaluation Reports Ft,13-,)65 R2 AE ER R1 - 4-1 Soffit wood metal.o," Created by Independent Third Party: Yes n tt tls : : ;§01 Qlg., 5t2M RgAg. ,4§7-1124 The State of Florida is an WEED employer. , r jh J Florida(i:: Accessibility Statement Under Florida la,,, 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 OV Office by phone or by traditional matt, If you have any questions, please contact 850,487.1395, ^Pursuant to Section 455.275( 1), Florida Statutes, effective October 4 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 he made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: U A9 EE 0 Credit Card Safe https:,ftwww,floridabuilding.org(prtpr2pp_fltl-aspx?paraiii"wGEVXQwtDqvRk6bsvZ66FOMz7xGPgki-e9YuS%2bAvrIW7KTav2gCcCpg%3d%3d 212 Florida Product Approval HardieSoffitO 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"IM-19 Siding JamesHardle EFFECTV": SEPTEMBER 2GI 3,RF7 ISTRAIGHTEDGL, STA(IGERED EDGL, HAl- f" HOUNDS u INDIVIDUAL IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARWRITTENAPPLICATIONINSTRUGTIONSMAYLEADTOPERSONALINJURY, AFFECT SYSTEM PERFORMANCE, `VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY, BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE ", INSTRUCTIONS, TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWVV,HAPDIEZONE,COM OR CALL 1-866-142,,7343 (866 9HARDIE) STORAGE & HANDLING: Sior-, ,Jflc t-,f lrq t arxs '1- POV pr,'A"ft sf we, 3' cl tqp 11"d %al-Idinq PlIsr cr Z:X,T 1,x ji- I 11',l N 7 J i" t r,(! "ilk Ct 3 t: cvat- llc tI srt ti,t,"ct (' ',J aG I' l," oor ar" k iE Jt, zr, 0 Eel e(C! V`X-,li JIM 01, rx, vej qm, ci s GENERAL REQUIREMENTS: "" " " -- I - I("!""I vealihinq See cje,lo!:11 cw) ca! nst3ller: ovef ,-,paca i,) IGcat- lit JH Tech Bulletin 19 on fis!aIlinq owes ard,, cfcfduc eqor:!o o "Ilti ;cral -,,od l I rls qe ar(, v lef ; s a in - vs fe a !cItVic,,. el 'XI'l-%'( ov;:;I) 10 xjsIilstalncjlal es H,01 J n 2 3 - 3 6 f1twVle"! q, 131'le i%st 31cr 'Ing ' vivay rcfntheouildingillIt, "ImIc ccle- r 'Icall'i a Inwlt-lrl Ict nslojl kl£ es Iql, it, '!lat ev y1, siding tla,, (- ts?alleo ;etftical all cni", aflio -fAtla I -, P. 00 iO IseitamuIliakiOi,'ase pjw-lt, G! ""c""I"lor f"11 Jif is i- CLEARANCES Iol- jeaix I ne octiorn adv of qI W!V, z Q ,M,(! fifIlOod yx:e, Figure I c ) cl-te 4 Ir 6orkor, ao(! innitrur, ' 2 Figure 3 Figure 2 P,: tie JU110 (' 2 01 t le ft7;VX`(1 sure ace fikslivig " I'Ic ,,c;Uqtel411ss11wl;) ',A oil msfallec Ilef mx' flng s 2" o,,lwe acleal"Ince ,IN it Go 'Il N"i irc li,e I ", I Figure4 WARNING: AVOID BREATHING SILICA DUST q l t, AJ4 A J0 lt e If- "Iti, p l,, 4 2"1, It 1 71 A illi I" Uf % Itx It tr Aif JF M- V Itjj,"I t anc, rn tat fla t lng J)", lol (,'A -"'x" Figure 5 Figure 6 goiter at end C-ap fasaa Figure 7 KICKOUT FLASHING q, a slcpec' n1cf fls xcn 0- ZI-Sfled rc, ff_fie ofjr'S',all a n 0 1w -' cr e. Figure 7Kickout Flashing 'G url;'J'lo sIlelliriO " , 11' ne 1 4nq -' Ind "1„ R9C ' all oe qujje( l t)y p' 5,2.8 3 4 s a M r, of 4 hgtr, and 4 jj(,nHardie Ies e"''jren(j5 n1e, K;(,,kGtjt anglB f t"t' TRIM CONSIDERATION: Jac' a 3 ac' 41 'rice, ' Ie 'm 1-1g8i- Figure 813 Figure 8C---- - ------ BLOCKED PENETRATIONS St c 13 Xsr" tG` an,-! 1ti 4 J'f suc! aIS lr"urd IcIrIt f3! GABLE INSTALLATION: installation over sheathing is recommended (Required for Individuals) for gables.* 1t I Or" the 'e!nof 'itkid C' f pil Gf "'our 'Gnle ',tr"c" rxp' a vaUIK ii oc"'Al line 'Ind var I "'oj k 2) Me'asw e-0,0 !c n0h '" e let, and 3) M"'"we it) 2 1 f "ou 1i Of, <1 oct line cr f 1')rx 'leg Ire, 1 Set ne' tcrcr r, Ptar :OUo o st3ong me f;rst were at Vila verlxal 1 ne left of Cent" t 1Cr p e f rst low To tht st"orest 3t'irgk' lt n"l uslt,g siaj ill you are ger, eoge!, S[ jj,,jges T,, rIovv e n" Ke, r Nail ici)e' o' Culs a'cu! cX11"' a!"1"i , z ' , -'. E'' 7 311;1; _"J' J ard - , " '1 1, - Ill mr J,, t1re cantiwe je '!i tt'a As he g3rle T""'Kt' Si!"' "c l K;"'au X' Ur ' Pieces e' 1 1, 8 ' 2 E"!g' ail "it, "jt ing vl o trWl ea' Ga (;( '('c , I ccjr s "IQ '10 J It"' tnnall Figure, 10 Figure11Figure9Figure12Figure113 i- I, ;,'flit_ tI ' 7) 1 49 to cr 14 TiARDIESHINGLE STAGGERED EDGE PANELS INSTALLATION T"n, gap for or, wl!"I"'!"lit"le Figure 15 ca "ik, barrr sheaf 9 Sle-111 IJ tTl, A Ing, -ino It A e 4 HardieShingle staggered Edge Panel installation P-W) ARE + lea, i 3, S' c',a 'G f71, P!ISLiie ke`it",`4Yi`S AD 0C- lifle U'(, )I' w,'fd. lf,gs 15 L I- 1 n-3 : a t 1 3 ,:t t 'hen ("S'all t,Icwql G01Y Trun pace) 15 rf'eded I ijll i rst panel so that r rinel kinds over sli;d Pid into trm as show - (figs 15 & I Wher Instillino cve: a Or"! ooal'f trim first pane; Stli`f,C,' leave '/4" Jar t3etfi'IeE`n t)(%V` Sl(tl Course to Nt -enter of Hard, ePla I', K strip ltfe - a el, jeFz,i,C, position nails an (1311 Wle and secure into framing furthest stud lap siding only when application IS to Minimum 7i I-S' thick APA rated sheathing position nails or, nail line spaced a 4', stD, tt-;e sewn,(xirr""u, !,"(rowin,,j rfa t culwlll)r g onf, 01 ,uc maximum of 13 J'A' o c Allow 18" from panel adries cavity 21" M rlcjaeLjtil,ng 1'e, - at and witQ ile frtnn if Stec$ 5 & a 1 3 mill gap for caulk his isv, "reven, nat em qe olltlori, Reiceo' 3',en 3 I ewwalen ill sairt ttle cQw5t," ";Y .. .. .... ..... cav ties l f (j S 15 9, 17) at ld r it eat step 2 fwuqll ( 5 llml !Ielg- Is third 6- itecs L ----- jecond 6" Note: For aesthetic purposes You may tFitrimcourse + first T- TCoursethebottomofthepaneltocreateastraightedge. If doing so ensure all cuts ends are property sealed and painted (fig 14) Figure 16 i !..... .. ; ._.._____s._--_ .. a-s---'___w__'>'' gap Do not caulk, band boari HARDIESHINGLE STAGGERED EDGE PANEL COVERAGE Panois i( f sIdle' Hat- jk, canels In F 7" EXPOSURE HARMESHINGLE' STRAIGHT EDGE PANELS INSTALLATION I ' mi- lxiinuwLxc csu'a REFER, ifl, 2,' `(iC 1D`L` ABC" Figure 16 sllcci 1 13" 0( 24' 1 S slive Trim i, s,rein I— we e,-,,e " ' lap for gap for barrier caulk T'- I --- third 7" 1 t sle-th" 7 L 7 curse If + rl(',7T ""u"o course, 7" TA R fir 4" stala's course second tprn, first pave, to nit Centel of "arMeplank starter course furthest stud lap siding strip tri,sttror nails on ,all line and secure into framing Only when arpil"atsQrf s toilltnInfum - 16" thick ?PA rated fintatiltrg. posit on nails on nail lire spaced I maximum of 13 30" ) -, Allow lifi" from Pat'Il edges HARDIESHINGLE", STRAIGHT EDGE PANEL COVERAGE 1,ls cf sic:e "alf iliv,31icl Is HARDIESHINGLE1NDIVIDUAL SHINGLE INSTALLATION Figure Pe T Fastener Requirements sldvr'lils ar -Qe HardieShingle" individual Shingle Installation D, w o ,julk s IC anctit ' ric, cf 1^ Gil it 1 4 xx' mullmuni lap f) /2 etrJAPSi SUC."ess'Ve Co.,rses (fig 9) mingle ilp lavig staro"'. Course 2r jr1stjil fil st Sii rigle fig"" t,"e end 3X0*Jr,g lins"all 'm"'Jes' oar', of 11irlgle place.sc,,ovjjiwXd3, fig, 13). C IngIg— ser'of"- ztivio' lea" ccjs p '11fnij t 1r 6"11 StOO 1le SGIO)no t;('10'se leavmq a 2 flg JIG, ;'I?3 02 3 COW, se'i' 'agaM 0on" Inw, 'it^ rt tI "110 ite:"s 2" lesvef! HARDIESHINGLE" INDIVIDUAL SHINGLE COVERAGE Indivi': 1,131 'st)'InvIle" fct 3iJd, Ii jr';hcaxns "vq avallarje 'r SSXl'ec Is S' Q' Shingle Number Pieces Width of Bundles per Bundle 4- 3/16" 3 15 6 15 6- 3/4" 3 15 7- 1/4" 6 15 101, 3 15 NARDI ESHINGLE " HALF- ROUND PANELS INSTALLATION Figure 19 Fastener Requirements i? (; 6 3" ti u ' 37 2rint, 7 tasierfrng APA ' 31teO Figure 20 ff' M board HardieShingle Hall -Round Pane Ins!" A H4dU'SI-'IrIrj1U' panIs ""A"i 1011"S aulk 1 8 3p for Ir"' Inisnvstali - 13 fill Iilq i"Irer "Dwse SO V' at ji! zird int j,!fj a !f gs r nstMir'g an It" ' InI ne 'vi" l Af I e !" I vIt g 6 cr24" abXlt,W+ g if 3 a. 15 & I aind ,erelt St P ii :,Olitri j -e ,all la ,iS1,': s" AM-10, 7" 005%ort nalls, otl nail tine a 3 /4- 3*' fror"', edge Hardleplank starter lap siding strro Space shrrgres max 1 4 apart ea,,e a min lap if I.Ii2 , b e t%lw a eil tnts in 5- c'Psvve aurse witite'-fesistive or 24'-1 barrier' C speathing DQ NOT NAIL', HROUGH 7' NiAREA 37 17 cnrrect timr firs t pane, i 4' alrcnment Position ;IM5 ntil framing throuqn prewous Cowsel to r"t tu"hast stud stpr"er 5tI10 nly 'Yher appilcarlan =s to inmitmun) 7 +6' fhick 4,P4 rated sheathlrirj po"Iflor, nags paced a maxirlirrrr 13 3;4" 0 i far 54dtriq A;iGw 3'S' from panel edgei HARDIESHINGLE HALF -ROUND PANEL COVERAGE J HS 1 " 21 P4 - 1 ai 13 F CORNER DETAILS Figure 2 A, Panels butters against corner boaids B, panels butted against Square 'wood Stun on inside come(, h3sIllng t' 0hond C. Laced outside corner U, Laced inside Wrier minimum 01 thick trim — I I I I n turer's winten WINDOWS AND DOORS I he Building wall components such as winftvS, door-, and other exterior will roshall hue in accordance with the component ma ufac I , it the ivall lice Triming for installation instructions and local building codes Where windows or doorera re ins*,111led, continue the aptlication of sidirig 8 maythrowofftieSpacingabovetheuroak nNic, WATIC FASTENING openingandusingthe 'eSL1lLl'1g Plel y GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel Elect ro -galvanized are acceptable but may exhibit premature corrosion JamesHardierecommendstheuseofquality, hot -dipped galvanized nails. JamesHardieisnotresponsibleforthecorrosionresistanceOffastenersStainlesssteelfastenersarerecommendedwheninstallingJamesHardieproducts near the ocean, large bodies of water, Of in very h I humid climates Consult applicable code Compliance report for correct fasteners type and placement to achieve specified design wind loads. NOTE: Published wind leads may not be applicable to 311 areas where LocalBuildingCodeshavespecificjunspiction, Consult James Hardie TechnicalServicesitYOUUOUnSLI(e Of applicable compliance documentatlOn Drive fasteners perpendicular to siding and framing.space}. (fig, A) Fastenerheadsshouldfitsnugagainstsidingf ' no all spa Do not over -drive nail heads or drive nails at an angle, Ithalliscountersunk, fill nail holo and add a nail (fig 6) Forwoadframing, under driven hats should be hit flush to the plank with a hammer ( For steel training, remove and replace nasty. Donotusealuminumfasteners, staples, of clipped head nails, m lames Hard d with a pneumatic too[ j Hardie products call be hand nailed or fastened Pneumaticfasteningishighlyrecommended. Set air pressure so that the fastenerisdrivensnugwiththeSurfaceOftheSiding, A flush mount attachmentonthePneumatictoolisrecommended. This will help control the depththenailisdriven. It setting the nail depth proves difficult, choose a settingthatunderdrivesthenail. (Drive under driven nails Snug with a smoothfacedhal"Inef - Does not apply for installation to steel training), CUT EDGE TREATMENT s, James Hardie touchupkits are Caulk, paintofPrimeallfieldcutedgerequiredto touch-up ColorPlus products CAULKING For bestresultsusean Elastonle'tc joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Jcint Sealant complying with AST Nil C834, Caulking/ Sealant must be applied in accordance with the caulking/sealantmanufacturer's written instructions. Note: OSI Quad as well as someothercaulkingmanufactuers00NOTallowtooling, PRIMING & PAINTING L cr powder coating oil jarries Hardie-' Products 00 NOTusestain, olvalkyd base pain James Hardie" products must be painted within 180 days for primed Product and 90 of Ha( dieShingle" Siding days forunPrimed, In addition non Colorplus' product versions require afieldappliedprimecoal. 1 00% acrylic Primers and topcoats are snug Must) DO NOT recommended. Do no paint i- whenwet For application rates refer to Paint manufacturers Specificationsr drive nailsstapleBackrolling is recommended when paint is spray applied under Figure A Figure B E: GOLORPLUS " TECHNOLOGY CAULKING, TOUCH-UP a LAIMINATE or Softcrush to gently w ipe Oil any Care Should betakenwhenhandling 'I'd Gutting James Hardie ColorPlus Products During installation use a wet soh cloth residue or constructiondusttaftOntheproduct, then rinse with a garden hose, Touch up nicks, scrapes and naii heads using the coica-Plus' Technology 'push up applicator. Touch up should be used sparingly it large areas require touch-up, replacethedamagedareawithnewHa(dieShingle' siding with Colorplus Technology. Laminate sneet Must be removed immediately after installation Of each course. product dealer into trim wherepossible, and caulk, Color Inatched caulks are available from Your Colorplus' Terminate non factorycutedgeseSusingtheCCIO(Plus technology edge coaters. available front ycur ColorPlus product dealer Treat all othernon -factory cut edg IS used is 1000-0 on James Hardie ColcrPlus Products Note: James Hardie does not warrant the usage of third party touch-up Or Par I Is used as touch -UP that are not ja[,,ies Hardie fei will not Problems 1with appearance or performance arising from use of third party touch up Paints 01' Pall) be covered under the James Hardie Colorplus United Finish Warranty. PAINTING JANIES HARDIE' SIDING AND TRIM PRODUCTS WITH COLORPLUS' TECHNOLOGY When repainting Colorplusproducts, James Hardre recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and tree of any dust, dirt, Or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended 00 NOT use stain, oil/alkyd base paint, or powder coating on James Hardie," Products P ature Apply finish coatinaccordance %vith paint njanufaCtLI(efswritlen instructions regarding coverage, application methods, and application temper DO NOT caulknailheadswhenusingCOlOrPlusProducts, refer to the ColorpluS touch up Section ),&? Pec"ed m the 2006,2V, _012 ijoernaronai ResiMltel'Va 2290 Hairlieshingle ap s"div S ("Ved as 3 sujtad e alreirnato TO That `oI!ty ring: C,ty 0i Lcs pe3otarch No RECOGNMON: :n accadanca aps;diriq saisorecogvized for Z101c3rO I of Wyi Vk Mb\ exiarcri Rerort ESRV, one- and Two-Falniy DtAm!'iNs, and ;he 2M 2009 & ?,0 12 11terna" On3'8O"t'0'r`gCode Nor n9 of Release 1263c Texas Gepar,:rienr of mrame Pnidwt vaina,On EC 23 Grj 24862, State of fxx da its toot FLIM3 Me COUIrti, FXX`da NCANo 0?,-07?9 02Jj S DOIX camering,he sujrabili j of this PrOU, far sPec'1O aQP Carcxls 223-93-M, and UtOff"a -SA PA-01 9 These dQ-U1V*Vs,0O0xf also be ConSilited or Of I 19rits served- Please visit wAv ponesnafore COM for Auumora 013 jarries Hai oi e 3,11 dimi Products, Inc M Product Inforrhat)OP and Availatiflity jamesHardie kii, Ski, and qD denote O,ogistere0trademirks Of and Waffar1le James Hardie TaCT- otogy L,Mited- 'I's a eg'sle'ed In-tallatlen information, W,31loo0qs trademark of James Hafolie Tecino;oyy L,MttOd 5 603 Rubhcations F5c staff BCIS Site Mai) tusks Search dbProduct Approval IUSER I'V011C U"e' Application Detail FL12194- R3 FL Revision Application Type, 2014 Code Version Approved Application Status Comments Archived Aluminum Coils, Inc. Productmanufacturer 5001 West Knox Street Address/ Phone/Email Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Gareth Rahrnan Authorized Signature 91'ahman*aluminumcOilsinc-com Paul Frost Technical Representative 5001 West Knox Street Address/ Phone/Email Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc. com Quality Assurance Representative Address/ Phone/Email Panel Walls Category soffits Subcategory Evaluation Report from a Florida Registered Architect or a Licensed Compliance Method Florida professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report PE-74021 Florida License PRI construction Materials Technologies, LLC Quality Assurance Entity 06/19/2020 Quality Assurance Contract Expiration Date Locke Bowden Validated By a Validation Checklist - Hardcopy Received 11' I FK Certificate of independence Eu -- iP COI IL5901 _6, Referenced Standard and Year (of Standard) d 1986 AAMA 1402 Equivalence of Product Standards Certified By sections from the Code https: l/www.floridabLiilding.orgtpr/pr app—dtl,aspx?param=wGEVXQYvtDquk24AUC%2fEHMrNrkL4bysALEZSXMISX5GEO%2flCX7ypyxAo/.3d%3d 1/2 Florida Building Code Online Product Approval Method Date Submitted Date validated Date Pending FBC Approval Date Approved Summary of Products FL # 12194.1 Method I Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 Model, Number or Name Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-9() Other-, See Evaluation Report for limits of use. Description Aluminum soffit panels Installation Instructions LZJL4 R3 11 4 ffils df Verified BY: Zachary R. Priest PE-74021 Created by independent Third Party: Yes Evaluation Reports Et 14FL194R_3_A_FALU,'-1v4L4At',9-1_Rgkqq 2014 FBI--Q— a,) ff,ts_pdf Created by Independent Third Party; Y I e$ C2nt et US — F 9 phqn-4 1-4 20, , a,5W, qO_LLIAIhaja,,-__ The State of Florida is an AAJEF0 emPlOy", Cop noht flQ7-2ak3 State of F4orlda.:: ftL"" records. if you do not want your 0-matl address released n n,Spuse to a publIc.reco' cls do not send electronic Under Florcla la,,v, GM311 addresses are i""ol"' ffice by phone or by traditI0040 M41, if y" have any questions, please Contact 8$0.48", 1395, -Pursuant to Section mailtothiSe0rl(Y tnqtead, Contact (he 0 er1, 2012, licensees licensed under chapter 455, F'S' must provide the nepartMent wdh an email address if They have 455,275( 1), Flonda Statute% effective Octob official Communication with the licensee. However email addresses ire public record. 11' You (30 'lot wish to Ske"'Ply a one, Tile emads pteveled may be used for ent Mill an email 13daress which can be made avad3ble to the public. To dete,me, if you are a licensee under Chapter oemonaladdress, please provide the Depa'tm 4S5, F,S, please click have Product APPrOvAl Accepts: n W El a Cred,' 4. 940 Safe https: llwww.floridabuilding,orglprlpr_.app--Otl,asp,x?param=wGEVXQWtDquk24AUC%'fEHMrNFkL4bysALEZSXMjsX5GEO%2flCXzYpyxA%3d%3d 212 K ERD EVALUATION REPORT Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A13360.02.09-R2 FI-12194-112 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 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Aluminum Coils Aluminum Soffit LABELING: Labeling shall be in accordance with requirements of the Accredited Quality Assurance Agency noted herein and the minimum provisions of FBC 1710.9, CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I EIRD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages 1 through 3, plus a 16-page Appendix Prepared by: 0, Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 the facsimile seat appearing was aukt—Und by Robert Nieminen, R.E. on 06123/2015, This does not so— as an electronically signed docomeot. Signed, ie4tod hardi have been transmitted to the Ncal.v Approval Administrator and to the named dp,ot CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, I-L.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, LLC, d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3, Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued, 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product, S. This is a building code evaluation, Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. PANEL WALLS - SOFFIT EVALUATION: 1. SCOPE: Product Category: Panel Walls Sub -Category: Soffits Compliance Statement: Aluminum Coils Aluminum Soffit, as produced by Alurninum Coils, Inc., has demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 140451 Wind AAMA 1402 2009 1710.9,4 Wind ASCE 7 2010 3. REFERENCES: Kafty Examination Reference gate 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 (TSTS878) 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 m2/ft for the 16-inch 'full vent' configuration, 11.1 iW/ft for the 16-inch 'center vent' configuration, 12.5 in 2/ft for the 12-inch 'full vent' configuration or 4,2 in 2/ft for the 12-inch 'center vent' configuration, See Appendix I for component drawings and Appendix 2 for installation methods. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity! ERD 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 (GC, = + 0.18), no load combinations (Kj = 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 failing outside these constraints shall be on a project -by -project basis by a Florida Registered P.E. 5.4.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO" indicates additional testing is required. 5.5 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.6 All products in the soffit assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report A13360.02.09-RZ Certificate ofAuthorbration #9503 FL12194-R2 Revision 2: 06/23/2015 Page 2 of 3 TRINITY ERD 6. INSTALLATION: 6A 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 minimurn embedment depths noted in Appendix 2. 6,23 Panels shall engage the F-channel receiver to its full engagement depth, minimum 0,74-inch. 7. BUILDING PERMIT REQUIREMENTS: 71 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 0,A agency for information on production locations covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC — QUA9110; (813) 621-5777 THE 16-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A13360.02.09•R2 Certificate ofAutharization #9SO3 FL12194•RZ Revision 2: 06/23/2015 Page 3 of 3 238" F' Q:Mj"1 ALUMINUM Exterior Research and Design, LLC. d/b/a Trinity] ERD Certificate of Authorization #9503 Robert Nieminen, PE-59166 15' BLANK 3 / 8 PROFILE 25 TYP, 0,125 TYP, TRINITY ERD 2.625 RFF 50 TYP, r i u f PLi H 0 P, F11 P1L aaac_ LCILVRS FORWO IN S-Wf DAECTION AS R,13S) Evaluation Report A13360.02,09-R2 for FL12194 R2 Aluminum Coils, Inc. Revision 2: 06/23/2015 Appendix 1, Page 1 of 2 MMUMMM Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Robert Niemmen, PE-59166 i2- CINIUK- YEW W QIVV;'A Auld TRINITY ERD s* w'.Q Evaluation Report A13360.02.09-R2 for FL12194 R2 Aluminum Coils, Inc. Revision 2: 06/23/201S Appendix 1, Page 2 of 2 TRINI-ry ERD APPENDIX is ATTACHMENT REQUIREMENTS FOR DESIGN WIND PRESSURE RESISTANCE: Max. Span Table System No. (inch) Wall Side Eave Side MDP (psf) Page A-1 1 & 2 12 F-Channel (railed to wood or block) Fascia Cap +40,0 / .40.0 2-3 A-2 3 12 F-Channel (stapled to wood) Fascia Cap +48.Q / -64 . 2 4-5 A-3 4 12 J-Channel (stapled to wood and screwed to soffit) Fasica Cap +48.0 / -64.2 6-7 B-1 5 16 F-Channel (nailed to wood) Fascia Cap -25.6 / -25.6 8 B-2 6 16 F-Channel (nailed to concrete or block) Fascia Cap +333 / -333 9-10 B-3 7 16 F-Channel (stapled to wood) Fascia Cap +27.O -36.1 11-12 E-4 8 16 J-Channel (stapled to wood) Fascia Cap +215 -31.4 13-14 1, The tables herein pertain to the soffit materials and their attachment to the substrates. Substrates shall be in accordance with FBC requirements to the satisfaction of the AHJ. 2, *'MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1710.9.4 for determination of project -specific design wind pressures, The MDP for the selected soffit installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 3. Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0,6 in accordance with FBC 1710.9.4. 4. Tables are limited to enclosed buildings (GC, = + 0.18), no load combinations (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 failing 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. 7. For existing substrates, the AM 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 TrinitylERD Evaluation Report A13360,02,09-R2 for FL12194-R2 Certificate of Authorization 119503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 1 of 14 TABLE A-1: 12-inch Span, F-Channel (to nailed wood or block) & Fascia Cap Wall Side Eave Side F-Channel Soffit Fascia Ca p Max. Max. Max. Max. System Span MDP No. inch) Substrate Fastener Spacing Substrate Fastener Spacing Fastener Spacing psf) One (1) min. One (1) min. 1Y-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 1) Min. One (1) min. I% -inch Concrete 0.097-inch One (1) min. long x 0,072-inchEOne2. 12 o(CMU diameter T-nail 24" o,c, Wood 3/8 x 3/8-inch 16" 0.c. diameter x min. 36" o.c, 40.0 block or stub -nail, crown staple 3/16-inch head min. 5/8-inch diameter trim nail embedment I I I 1 I I I ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. 1--PAINTED S.S. 1 3/4" 'TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL Exterior Research and Design, LC. d/b/a Trinityl ERD Evaluation Report A 13360.02.09-R2 for FL12194-R2 Certificate of Authorization 09503 Revision 2: 06/23/20I5 Prepared by: Robert Nierninen, PE-59166 Appendix 2, Page 2 of 14 Table A-1a: System No. 1 & 2 - Exposure B Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 ISO 160 170 4 OK OK OK OK OK CK OK 0 < h < 30 5 OK OK OK OK OK NO NO 4 OK ry OK OK OK OK OK NO 30 < h < 40 5 OK OK OK OK NO NO NO 4 OK OK OK CK CK NO NO 40 < h < 50 5 OK OK OK OK i NO NO NO 4 OK OK OK OK CK NO NO 50 < h < 60 5 OK OK OK NO NO NO NO Table A-1b: System No. 1 & 2 - Exposure C Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 4 OK OK OK CK OK 0 < h < 15 5 OKaOK OK OK NO NO 4 OK OK OK OK L CK 15 < h < 20 5 OK OK NO NO 4 OK OK OK CK NO 20 < h < 30 5 OK OK NO NO NO 4 OK OK OK NO NO 30 < h < 40 5 OK OK NO NO NO 4 OK OK CK NO NO 40 < h < 50 5 OK OK NO NO NO 4 OK OK CK NO NO 50 < h < 60 5 OK OK NO NO NO Table A -lc: System No. 1 & 2 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 4 OK OK OK CK 0 < h < 15 5 OK CK NO NO 4 OK OK OK NO 15 < h < 20 5 OK OK NO NO 4 OK CK OK NO 20 < h < 30 5 OK NO NO NO 4 OK CK NO NO 30 < h < 40 5 OK NO NO NO 4 OK OK NO NO 40 < h < 50 5 OK NO NO NO 4 OK CK NO NO 50 < h < 60 5 OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360.02,09-112 for FL12194-R2 Revision 2: 06/23/2015 Appendix 2, Page 3 of 14 OPEN RAFTER 3 4* X 1/4* CROWNR:WN STAPLES DUSINGADIAMOND FACtA BOARD PATTERN I FASCIA CAP 3/4' X 1/4* CROWN V1 TER 1-3/44** TRIM NAIL STAPLE a. ON CENTER E' CHANNEL:CAN BE PANTED S.S. 48* WITH THE O.G. INSTALLED W" THE O'C' AN _ RNAILINGFLANGEUPOR DOWN SOFFIT - WOOD SUBSTRATE TRINITY ERD El ALM OND P_ATTE RN Q_Q "Al TAMES I -3/4' TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/4' X 1/4" CROWN STAPLE SOFFIT — 5QFF L`fie _E_A_Q1A DELAIL Table A-2a: System No, 3 - Exposure B Basic wind Speed (ir Eave Height (ft) Pressure Zone 110 120 130 140 150 160 4 OK OK OK OK OK OK 0 < h < 30 5 OK OK OK OK OK OK 4 OK OK OK OK OK OK 30 < h <_ 40 5 OK OK OK OK OK OK 4 OK OK OK OK OK OK 40 < h < 50 5 OK OK OK OK OK OK 4 OK OK OK OK OK OK 50 < h < 60 5 OK OK nk, OK OK OK Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization 49503 Prepared by: Robert Nierrunen, PE-59166 180 1 190 200 OK OK OK OK OK OK OK NO OK OK OK OK OKK 70 OK NOHNO OK OK OK OK OK K NO NO OK K OK NO OK NO NO NO Evaluation Report A13360.02.09-R2 for FL12194-RZ Revision 2: 06/23/2015 Appendix 2, Page 4 of 14 Table A-2b: System No. 3 - Exposure C Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 1-10 120 130 140 150 160 170 180 190 4 OK OK OK OK OK OK OK OK OK 0 < h < 15 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK NO 20 < h < 30 5 OK OK OK OK OK OK NO NO No 4 OK OK OK OK OK OK OK NO NO 30 < h < 40 5 OK OK OK OK OK NO NO — NO NO 4 OK OK OK OK OK OK OK NO NO 40 < h < 50 5 OK OK OK OK OK NO NO NO NO 4 OK OK OKOK I OK OK NO NO NO 50 < h < 60 OK I OK. OK OK OK NO NO NO NO Table A-2c: System No, 3 - Exposure D Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 150 160 170 4 OK OK OK OK OK OK OK O< h < 15 5 OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK 15 < h < 20 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 20 < h < 30 5 OK OK OK OK OK NO NO 4 OK OK OK OK OK OK NO 30 < h < 40 5 OK OK OK OK NO NO NO 4 OK OK OK OK j OK OK NO 40 < h < 50 5 OK OK OK OK NON0 NO No 4 OK OK OK OK0 OK07EK NO NO 50 <h < 6 0 5 OK OK OK 00 K NO NO NO Exterior Research and Design, LLC. d/b/a Trinity I E RD Evaluation Report A13360,02.09-132 for FL12194-132 Revision 2: 06/23/2015 Certificate of Authorization 49503 Appendix 2, Page 5 of 14 Prepared by: Robert Nieminen, PE-59166 TRINITY ERD TABLE A-3; 12-inch Span, i-Channel (stapled to wood and screwed to soffit) & Fascia Cap Wall Side Eave Side 1-Channelto Substrate Soffit to )-Channel Soffit Fascia Cap Max. I Max. Max. Max, SystemSpanSub- Max, Sub- MOP No. in,) strate Fasten Space Fasten Space strate Fastener Space Fastener Space Psf) One ( 1) One (1) min, I Three ( 3) min. 48 x One ( 1) inch long x min. % x Y.- Y,-inch Mir). % x 0,072-inch 48,0 4. 12 Wood inch crown 24" o.c, long X 16" olc Wood Y.-inch 8" o.c' diameter x min, 48" o.c, staples in a 3/8-inch crown X inch head 64. 2 diamond head staple diameter trim pattern diameter nail screw OPEN RAFTER OPENRAFTER ST Q TAP Q( AM QND, PATTERN QETNL L... FACIABOARD \j KIVU" 3/ 4.- X 1/4- CROWN STAPLE -24CENTER;TFINONCENTERUSINGAOt.AMONDPATTERN FASCIA CAP LI- CF"NEL 3/ 4' X 1/4' CROWN STAPLE _ 8' ON CENTER 1-3/4' TRIM NAIL PAINTED FA" BOARD 1- 3/4* TRIM NAILJ S.S. PAINTED S.S. 48' FASCIA CAP I'?, X ) A !',w-d O.C. 3/ 4- X 1/4- CROWN STAPLE SOFFIT - max 1'" SOFFIT WOOD OR BLOCK I FF1T_&_1EA5Q1A SUBSTRATE 2ETAI L Table A-3a: System No. 4 - Exposure B Basic Wind Speed (mph) Eave Height (ft) Pressure Zone 110 1-20-1-130 140 ISO 160 170 180 190 200 4 OK OK OK OK OK OK OK OK OK OK O< h<30 5 OK OK OK OK OK OK OK OK OK NO 4 OK OK OK OK OK OK OK OK OK OK 30 < h < 40 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK I OK I OK I OKL OK OK OK 40 < h < 50 5 OK OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK CK i OK NO 50 < h < 60 5 OK OK OK OK OK OK OK NO NO NO Exterior Research and Design, LLC. d/b/a Trinity) ERD 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 6 of 14 Table A-3b: System No. 4 - Exposure C A Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 1S0 160 170 180 190 4 OK OK OK OK OK OK OK OK CK 0 < h < 15 5 OK OK OK OK OK OK 0KO NO NO 4 OK OK OK OK OK OK 0OK OK CK 15 < h < 20 5 OK OK OK OK OK OK OK NO NO 4 OK OK OK OK OK OK OK OK NO 20 < h < 30 5 OK OK OK OK OK OK NO NO NO 4 OK OK OK OK OK CK CK I NO NO 30<h<40 5 OK OK OK OK OK NO No No NO 4 OK OK OK OK OK OK OK NO NO 40<h<50 5 OK OK OK OK F OK NO NO NO NO 4 OK OK OK OK OK OK NO NO NO 50 < :S 60 5LEE OK OK OK OK 0K NO No NO NO Table A-3c: System No, 4 - Exposure D Eave Height (ft) Pressure Zone Basic Wind Speed (mph) 110 120 130 140 150 I 70160170 4 OK OK OK OK OK OK OK 5 OK OK OK OK OK OK NO 4 OK 0K OK OK OK CK OK 15 < h < 20 5 OK OK OK_ OK OK NO NO 4 OK OK OK OK OK OK NO 20 < h < 30 5 OK OK OK OK 0KO NO NO 4 OK OK OK OK OK 0) K NO 30 < h < 40 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK OK NO 40 < h < 5 0 5 OK OK OK OK NO NO NO 4 OK OK OK OK OK NO NO 50 < h e 60 5 OK OK 2K NQ NO NO Exterior Research and Design, LLC, d/b/a Trinity I ERO Evaluation Report A13360,02,09-112 for FL12194-R2 Certificate of Authorization #9503 Revision 2: 06/23/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 2, Page 7 of 14 TABLE B-1: 16-inch Span, F-Channel nailed to wood) & Fascia Wall Side Cap F-Channel Max. Fastener One (1) min. Ma x. spacing System No. Span inch) Substrate Substrate 3/8-inch head 5, 16 Wood diameter nail, 24' o'C Wood min, 1.25-inch embedment Table ada: system No.! Eave Height (ft) 0 < h < 30 30 < h < 40 40 < h < 50 So < h < 60 TRINITY ERD Eave Side Soffit Fascia Cap Max. Max. MDP Fastener Spacing Fastener Spacing Psf) One (1) n1in. 1%- inch long x 0-072- One (1) min, 3/8 inch diameter x 36" o,c 25-( x 3/8 inch crown 16" o'c- M in. 3/16-inch staple head diameter trim nail AS,CIA SUP BOARD ASCIA TRIM SC'IFFIT (OVERHAiNG, WIDTH VARIES) F" CHANNEL STAPI-E SOFFIT TO FASCIA BOARD #T50 3/8" x 3/8" STAPI-E 16" 0 C. F"ASvIA LIP 1/4" t- PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE 50f _F IT _ Exposure B Basic Wind Speed (mph) Pressure Zone 110 120 130200 4 OK OK 1 3 OK CKOKK OK 0 4 OK O- OK 5 4 OK — OK0 NO NO1" Qy\ NO 5 4UIEOK OKD NO NO OK NO 5 OK NO NO Evaluation Report A13360,02.09-R2 for FLI2194-R2 Exterior Research and Design, LLC. d/b/a Trinity I ERD Revision 2: 06/23/2015 Certificate of Authorization 49503 Appendix 2, page 8 of 14 Prepared by: Robert Nieminen,PE-59166 TRINITY ERD TABLE B-2: 16-inch Span, F-Channel (nailed to concrete or block) Fascia Cap Eave Side Wall Side Fascia Cap F-Channel Soffit Max. MDP Max. Max. Span Max.M ax. FastenerFastenerSpacing Spacingisetnacing e' S Psf) System No. inch) Substrate Fastener Spacing Substrate one (1) min, 1% One (1) min inch long x 0.072- 0.097-mch mone (i,) min- 3/8 inch diameter x 36" o c 133.3ConcretediameterT-nail 24" o.c. Crownwoodx3/;8-inCh Crown 16" O.C. min. 3/16-inch 6. 16 or CMU or stub -nail, staple head diameter block min. 5/8-inch rim nail embedment FASCIA SLIP BOARD FASCIA TRIM Ilk - SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.G. FASCIA LIP 1/4"1 I -PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE agFF -IT& FAST IA Qom EvaluationReport A13360.02.09-R2 for FL12194-R2 Exterior Research and Clesign, LLC. d/b/a Trinity[ ERD Revision 2i 06/23/2015 Certificate of Authorization t19503 Appendix 2, Page 9 of 14 Prepared by: Robert Nierninen, PE-59166 Table 8-2a: System No. 6 Exposure B Basic Wind speed (mph) Eave Height (ft) Pressure Zone 110120 OK OK OK OK OK OK OK OK OKOK OK 130 OK OK OK OK 140 OK OK CK NO OK 150 GK NO Nd NO NO 0 < h < 30 4 5 30 < h < 40 4 5 40 < h < 50 4 5 OK OK OK OK NO OK NO OK NO NO So < h < 60 4 5 OK OK NO NO NO Table B-2b: System No. 6 Exposure C Basic wind Speed (mph) — Eave Height (ft) Pressure Zone 110 Izo 130 140 OK OK OK CK 4 OK OK NO NO OK 0 < h < 15 5 OK NO O K 4 OK OK NO NO 15< h < 20 5 OK OK OK NO 4 20 < h < 30 5 — 0 K NO NO 4 OK OK NO0 NO 30 < h < 40 5 OK NO NO NO 4 OK I.— NOK 0 NO 40 < h < 50 5 OK NO NO NO 4 OK OK Np NO 50 < h < 60 5Nd NO NO Table 8-2c. System No. 6 Exposure D Basic Wind Speed (mph) Eave Height (ft) re ZonePressureZone 110 120 OK CK 4 OK NOO<h< 151 5 OK OK 4 15 < h < 20 OK ------------------- NO OK CK 5 4 20 < h < 30 NO NO OK NO 5 30 < h < 40 5 NO NO OK NO 4M5M40 < h < 50 5 NO NO CK NO 4 so < h < 60 NO NO Evaluation Report A13360.02.09-R2 for F1I2194-R2 Exterior Research and Design, LLC. d/b/a Trinity( CRD Revision 2: 06/23/2015 Certificate of Authorization 49503 Appendix 2, page 10 of 14 Prepared by: Robert Nieminen, PE-59166 SideWallSideWalt F-Channel Max. Max. System Span No, (inch) Substrate Fastener spacing Substrate Three (3) min. 167, 16 x Y-inch dWoo wood crown staples 24" O.C.wood Woo le' in a diamond pattern 1-3/4' TRIM HAIL PAINTED S.S.48' O.C. Eave Side CapFasciaCapFascia Soffit Max. MDP Max. spacing Fastener Spacing Psf) Fastener 4One (1) min.V/4- 072inchlongx0.072- l 27,0270 xOne (1) min, x 8" 0.c' 0 r48- O cme' 48tdiameterinchdiameterx 361361 Y.-Inch crownh ' a dmin, Y-inch headm '. staple n.,Idiametertrimraildiameter OPEN RAFTER FACIA BOARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE "B, ON CENTER 5(2FFIT -51MPLE3,1y KTWO4ITOLES :DI:A:MQt Q P ATT RN j91LAIL 1-3/4" TRIM NAIL PAINTED 5 S SOFFIT I FACIA BOARD FASCIA CAP 3/4" X 1/4* CROWN STAPLE Table B-3a. System No, 7 - Exposure B Basic Wind speed (mph) Eave Height (ft) Pressure Zone 110 120 130 140 11 0 1 OK 160 OK 4 OK OK OK OK OK No NO 0 < h < 30 5 OK OK OK K i OK NO 4 OK OK OK NO NO 30 < h < 40 5 OK K OK CK NO 4 OK OK NO NO NO 40 < h <- 50 5 OK OK K OK NO NO 4 OK OK OK NO NO NO 50 , h 160 5 OK OK OK Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360,02.09-R2 for FL12194-R2Revision2: 06/23/2015 Appendix 2. Page 11 of 14 Table B-3b. System No. ? - Exposure C Eave Height (ft) Pressure Zone O<h<15 4 5 15<h<20 4 5 4 5 4 5E<h 4 5 4 5 Table B-3c: System No. 7 - Exposure D Eave Height (ft) Pressure Zone 4 0<h<15 5 4 15<h<20 5 20<h<30 0<h<40 5 4 40 < h < 50 5 4 SOch<6O 5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization tt9SO3 Prepared by: Robert Niemtnen, PE-59166 Basic Wind Speed mph) u0 120 130 140 OK OK OK OK OK OK IOK NO OK OK OK OK OK OK NO NO OK OK OK NO OK OK NO NO OK OK OIK NO OK NO NO NO OK OK NO NO OK NO NO NO OK OK NO i NO 4K NO O NON Basic Wind Speed (mph) 130 110 120 OKOK NO OK OK OK OK OK 1 NO OK NO NO OK OK NO m NO OK NO OK OK NO OK NO NO OK OK NO NO NO NOOKEENO NO NO NO Evaluation Report A13360.02.09-R2 for FL12194-R2 Revision 2:06/23/2015 Appendix 2, Page 12 of 14 Wall Side Channel Max.TNo.(inch) Max. System Span Substrate Fastener Spacing Substrate Three (3) min. x Y_vnch crown staples 24" O-C Wood 16 wood in a diamond pattern OPEN RAFTER 3/4' X 1/4' CROWN STAPLE .24 . ON CENTER USING A OWAONO PATTERN CHANNEL 4' TRIM NAIL PAINTED S.S. 48 O.C. SOFFIT —!!I X WOOD OR BLOCK SUBSTRATE TRINITY ERD Eave Side Fascia Cap Soffit Max.! 48"O-C, M Fastener Fastener spacing Pst) One (1) Min, ly- E dDPinchlongx0,072- 23.5 One (1) min. Y. , _i8" O.C. inch diameter x 31.431 Y.-Inch crown M411 Y.-inch head staple diameter trim nail So _TAfPtE— PATS FRN QUA —IL FACIA 8000 FASCIA CAP i FACIA BOARD 3/4' X 1/4" CROWN 1-3/4* TRIM NAIL STAPLE -8- ON CENTER PAINTEC S.S. FASCIA CAP X 1/4' CROWN STAPLE SOFFIT ^ agEFII — jFAASQ1A QLIA,V, M No. 8 - ExpoSure BTableSAXSystem Basic wind Speed (mph) 130 140 ISO Eave Height (ft) Pressure Zone 110 IZO 0 IK 1 OK 4 OK OK OK OK NO NO 0 < h < 30 S OK OK OK OK NO 4 OK OK OK NO NO 30 < h < 40 5 OK OK OK OK NO 4 OK OK OK NO NO NO 40 < h < 50 5 4 OK OK OK OK NO NO NO NO NO n. 50<h<60 5 OK OK Exterior Research and Design, LLC. d/b/a Trinity JERD Certificate of Authorization u9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A13360,02.MR2 for FL106123/219204-R2 Revision 15 Appendix 2, Page 13 of 14 TRINITY ERD Table B-4b. System No. 8 Exposure C ga$;c tArind Speed (mph) Eave Height (ft) Pressure Zone 110 120 VI-0 CK OK OK. NO 0 < h < 15 5 OK CK 4 OK CK C, 15 < h < 20 5 OK NO NO 4 OK OK NO 20 < h < 30 5 OK NO NO 4 OK OK NO 30 < h < 40 OK NO5NO 4 OK OK 40 < I < 50 5 NO NO NO 4 OK NO NO So < h < 60 5 NO NO Table 8-4c: System No. 8 - Exposure D Basic wind Speed (mph) Eave Height (ft) Pressure Zone 110 120 OK OK NO 0 < h < 15 5 OK OK 4 OK NO 15 < h < 20 5 NO NO 4 CK NO 20 < h:: 30 5 NO NO 4 CK NO 30 < h < 40 — 5 NO NO 4 CK NO 40 < h < 50 5 NO NO 4 OK NO 50 < h < 60 5 NO Evaluation Report A13360.02.09-R2 for FL12194-112Revision2:06/23/2015 Exterior Research and Design, ILLC, d/b/a TrinitylERD Appendix 2, page 14 of 14 Certificate of Authorization "9503 Prepared W RobLrt Nierninen, pE-59166 2/1512017 Florida Building Code Online Comments Archived Product Manufacturer GAF Address/Phone/Email I Campus Drive Parisppany, NJ 07054 800) 766-3411 mstieh@gaf.com Authorized Signature Robert Niernmen lindarcith@trinityerd.com Technical Representative Beth McSorley (current) Address/Phone/Email I Campus Drive Parsippany, NJ 07054 973) 872-4421 bmcsorley@gaf,com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - 1-lardcopy Received Florida Engineer or Architect Name who developed Robert Nierninen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/03/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By E19 Cqj 206 01, C'21 10 —04"r year ASTM 01970 2009 ASTM 03161 2009 ASTN103462 2009 ASTM D7158 2008 TAS 107 1995 http,,.Ilwww.floridabtAlding.orglprlpr—appjtl,aspx?param=wGEVXQwtDquracBeVCbdrvtQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3d*lo3d 112 2115/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary ofProductsI FL # Model, Number or Name 10124. 1 GAF Asphalt Roof 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- Refer to ER, Section 5. Method I Option D 08/ 26/2016 08/ 26/2016 08/ 30/2016 10/ 13/2016 Description Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Installation Instructions A hal( Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports Asphalt Created by Independent Third Party: Yes Contact Us , 2601 Blair Stone Road Tallaha 5-e F!L 32399 Phone: 50-417-182 The State of Florida is an AA/EEO employer, noht 007- Stein Of Florida : erly Statement :: Agce"bilit Statement Refund StOt2LMQ.fltUnder Florida taw, email addresses are public records. If you CIO not want your e-mail address released in response to a public -records request, do not send electronic Matt to this entity. Instead, contact the office by Phone or by traditional Mail. If you have any qtj#rsnhns, please Contact 850,487.139S. *Pursuant to Section 455, 27S(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the DeparTolent 'Witt, 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, 11 you do not wish to supply a Personal address, Please provide the Department with an email address which Can be, made available io the public. To determine if you are a licensee under Chapter 455, F,S_ please click tW—re Product Approval Accepts: El 50N E3 C] Gal Safe https:, Ilwww,floridabuilding,orgtprtpr_app__ll,aspx?param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BpT6YGGOoRawtpb5sSbzrBQ%3dolo3d 2/2 EXTERIOR RESEARCH & DESIGN, LLC, Certificate of Authorization #9SO3 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478TRINITY ERD PHONE: (203) 262.9245 FAX: tk203) 262-9243 EVALUATION REPORT GAF " Evaluation Report 01506,01,08-R17 I Campus Drive FL10124-1115 Parsippany, NJ 07054 Date of Issuance: 01/03/2008 Revision 17: 03131/2015 SCOPE: This Evaluation Report is issued under Rule 6IG20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5 1" Edition (2014) Florida Building Code sections noted herein, DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein, CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 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 5. Prepared by: Robert JIM. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANEI 983 74- Z, Tht f .... o,- -041618 wa$ Wth-111-0 by aowrt Nitmrntn, p,f. _ (r3/3,12015. T`+,, J,,.,, not lo"t al as ettw-k4l7f lliind s:lntd. staled h.,owillei h... ul, 1 t to lilt d delt CERTIFICATION OF INE)EPENDENCE; 1, TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2, Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued, 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This Is a building code evaluation, Neither TrInityIERD nor Robert Nieminen, RE, 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. 1l ' 1 TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: GAF Asphalt Root Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Propert Standard Year 1507, 2.5,1190S1.4 Physical PrQperties ASTM D3462 20C9 1507. 2.7.1, RM.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, R9O5.2.6.1 Wind Resistance TAS 107 1995 31 REFERENCES: Entity GAF( POM 1915) PRI ( TST 5878) PRI ( TST 5878) PRI ( TST 5878) UL( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1140) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL( TST 1740) UL ( TST 1740) UL ( TST 17401 UL ( TST 1740) ltL ( TST 1740) A ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL( TST 1740) UL( TST 1740) UL( TST 1740) UL ( TST 17401 UL( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) ill ( TST 1740) UL ( TST 1740) UL( TST 174O) Ui( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL ( TST 1740) UL( TST 1740) UL( TST 1740) Exterior Research and Design, I.I.C. Certificate of Authorization #3503 Examination Letter of Equiva envy ASTM 03462 ASTM D3462 Wind Driven Rain ASTM D3462 ASTM D3462 TAS 107 ASTM 03462 ASTM O3161, TAS 107 ASTM 03161 ASTM 03462 ASTM 03161, TAS 107 ASTM D3161, TAS 107 ASTM 03161 ASTM 03462 ASTM D3462 ASTM O3161 ASTM D3161 ASTM 03462 ASTM D3161 ASTM U1462 ASTM D3161 ASTM 03161, U3462 ASTM 03161, D3462 ASTM 03161, 03462 ASTM 03462 ASTM 03161, 03462 ASTM D3161 ASTM 03161 ASTM 03161 ASTM D3161, D3462 ASTM 03161, D7158, 03462 ASTM 03161, 03462 ASTM D316I, D3462 ASTM 03161, D3462 ASTM 03161. D71S8, D3462 ASTM D3161, D7158, D3462 ASTM 03161, 07153, D3462 ASTM 03161, 07158, 03462 ASTM 03462 ASTiVi D3462 ASTM 03161, 07158, D3462 ASTM 03161,,37a58, D3462 ASTM C3161, 07158, D3462 Re nce Sea[ - A -Ridge impact Resistant IR GAF- OS9.02-01 GAF• 080-02.01 GAF- 407.02-01 93NK6295 99NK43835 94NK9632 O1NK06632 0INK9226 01NK37122 01NK37122 02NK12980 02NK30871 03CAS367 03NK26444 04NK! 3850 04NK138S0 C4NK3O546 04NK22009 04NK22PC9 05NK27924 0SNK27924 06CA18077 O6CA18074 06CA35751 O6CA31603 06CA41095 07NK05228 06CA31611 O6CA61148 O7CA31742 O9CAC6100 07CA55908 09CA10592 O9CA06856 O9NK06647 O9CA27281 1OCA35554 1OCA13686 1OCA07264 10CA11953 10NK' 11951 1ONK1207O C8CA06100 Race 01/ 13/2012 09/ 02/2004 05/ 25/2005 01/ 21/2013 11/ 2911993 01/ 12,r2O00 03/ 29/2000 02/ 02/20CI 05/ 21/20C1 12118120CI 12/ 19/2001 04/ 10/2002 09/ 09/2002 03/ 11/2003 10/ 17(2003 C6/ 07/2C04 C6/ 23/20O4 03/ 1U12005 05/ 06/2005 05/ 09/ncs 02/ 10/2006 02/ 11/2006 06/ 05/2006 06/ 1612006 10/ 18/2C06 12/ O1/2006 12/ 27/2C06 03/'- 3/2C07 04/ 04/2007 04/ 09/2007 11/ 08/2007 03/ 13/2008 04/ 01/2008 C3/ 26/2C09 OS/ 15/2C09 08/ O1/2C09 08/ 27/2C09 03/ 05/2010 O5/ 15/2010 05/ 27/20'0 10/ 29/2M0 10/ 30/20W 11/ 04/20"_0 01/ 30/2010 Evaluation Report 01506.01.08-R17 FL10124- RIS Revision 17: 03/31/201S Page 2 of S TRINITY ERD Kawy Examination Reference Date UL (TST 1740) ASTM D316I, D7158, D3462 IOCAS3934 03/31/2011 UL (TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL (TST 1740) ASTM Dliiiii, D7'58, D3462 11CA47919 12/03/20.1 UL (TST 1740) ASTM 03161, U7159, 03462 11CA481108 12/08/2011 UL (TST 1740) ASTM 03161, ()7158, D3462 11CA48725 12/09/2011 UL, I.I.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, LLC. (TST 9628) ASTM D3161, D7338,03462 12CAS8151 02/1S/2013 UL, 1-1c, (TST 9628) ASTNI 03161 12CA38083 02/26/2013 UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013 08102/2013 UL, LLC (TST 9628) 9525) ASTM D3161 Quality Contra` 13CA37934 Inspection Report, R21, Mobile, AL 11/21/2014 UL, LLC, (QUA UL, LLC, (QUA 96 25) Quality Control inspection Report, R2,, Myerslown, PA 02/C612015 UL, I.I.C. (QUA 9625) Quality Controi inspection Report, R21, Tuscaloosa, AL 02/20/2015 UL, I.I.C. (QUA 96 2S) Quality control inspection Report, R21, Michigan Cty, N 02/19/2015 UL, LLC, (QUA 9525) Quality Control oection Report, R21, Shafter, CAinspection 01/0,5/2015 UL, LLC, (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/2312015 UL, LLC. (QUA 9625) Quality Controi inspection Report, R21, Winneapods, MN 02/1ti/2015 UL, LLC, (QUA 9625) Quality Control Inspection Report, R21, MI. Vernon, IN 02/10/2015 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MU 02/11/2013 UL, LLC, (QUA 96 2S I Quality Control inspection Report, R21, Tampa, Fl. 03/05/2015 UL, LLC. (QUA 96251 Quality Control inspection Report, R21, Dallas, TX 02/25/2015 UL, LLC, (QUA 9625') Quality Control Inspection Report, R21, Ennis, TX 03/07/2015 UL, :,,C, (QUA 9625) Quality Control inspection Report, RZI, Fontana, CA 03/02/2015 4. PRODUCT DESCRIPTION: 41 Asphalt Shin-9195: 4.11 Marquis' WeatherMax", Royal Sovereign!' and Sentinel" are a fiberglass reinforced 3-tab asphalt roof shingles. 4.1.2 Camelot,", Camelot* 11, Country Mansion* 11, Grand Canyon', Grand Sequoia", Grand Sequoia* IR, Monaco-", Sienna,,, Timberline American Harvest', Timberline," ArmorShield'" 11, Timberline' Natural Shadow", Timberline HD,", Timberline® Cool Series, Timberline Ultra FIV and Woodland" are fiberglass reinforced, laminated asphalt roof shingles. 41.3 Slateline" Is a fiberglass reinforced 5-tab asphalt roof shingle. 4,2 H112 & Ridge Shin lei: 4,21 Seal -A -Ridge* Ridge Cap Shingles, Seal -A -Ridge" IR Impact -Resistant Ridge Cap Shingles and Tinabertex,0 Premium Ridge Cap Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles, 4.3 starter 6Z: for asphalt 4.11 Pro-Startl0 Starter Strip Shingles and We3LherBlocker"' Premium Eave/Rake Star -ter Strip are starter strips roof shingles, LIMITATIONS* e, in any way, the Designer of 5.1 This is a building code evaluation. Neither rrinitylERD nor Robert Nierniner, P.E. ar 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: 905,2.6.1 to 5.4.1 The GAF asphalt shingles rioted in Section 4.1 are Classified in accordance with FFIC Tables 1507.2,7.1 and R 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,k = 194 mph), Refer to Section 6 for installation requirements to meet this wind rating. 5A.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1307.2.7.1 and R9051.6-1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph V,,, - 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Evaluation Report 01506.01.08-R17 Exterior Research and Design, LLC. FLI0124-RlS Certificate QfAuthol`406017 #9503 Revision 17: 03/31/2015 Page 3 of 5 TRINITY!ERD 5.4.3 Classification by ASTM D71S8 applies to exposure category 8 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: 6.11 Installation of Pro -Start Starter Strip Shingles and WeatherBlocker Premium Eave/Rake Starter Strip shall comply with the manufacturer's current published instructions. 6.3 Asphalt Shingles: 6.3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four 4) nails per shingle in accordance with FBC Sections 1507.2 or R9O5.2, with the following exceptions: v Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia IR, and Woodland require minimum five (5) nails per shingle. A 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 FRC 1507.2.6 or R9o5.2.5. Staples are not permitted. 6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6,4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles and Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 318-inch head diameter, per shingle and nominal 0.25-inch diameter beads of Honkel "Loctite PL S30 Roof & Flashing Sealant". t 5" Saalant i• (292111m) t' Sallante 25 mm) (?1min) Enduit d'etaneh6ite 168. $04 12' 305 nim) 12, 305 Ulm) Exterior Research and Design, I.I.C. Evaluation Report 01506.01.08•R17 Certificate of Authorization #9503 :03/31/2015Revision17: 03/31(2015 Page 4 of 5 TRINITY ERD 6.4.2 Installation of TimblItex 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, i215 rynn; Ty Cr, d ti t 41 tizr ch ft tv 4411 cinlo Juer 6,43 Fasteners shall be In accordance with the manufacturer's published requirements, but not less than FeC 15072,15 of R905,2.5. Staples are not permitted. 7. LABELING; 7,1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein 7,2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 15071,71 / R905.2.6 1, B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the instillation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 O-A requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC - QUA9625; (847) 664-3281 END OF EVALUATION REPORT - Exterior Research and Design, LLC, Evaluation Report 01506.01,0a-R17 Certificate alAutharization #W3 FL10124-RI5 Revision 17z 03/31/Z015 Page 5 of 5 FL A 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 mitupasO)interwrap.corn 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@intervvrap.com Quality Assurance Representative Address/Phone/Ema0 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 Nierninen 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 E_L_1U,6_K2 C-01 21,5 01 COt Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507,53 1507,83 1507.9.3 1/2https:l/www,flof-idabuilditig.orgipr/pr_app_2dti.aspx?paraiii=wGEVXQwtDqv3yVVKJZ1QRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ/0°/a3d 2115/2017 Florida Building Code Online 1507.9.5 TI 507.8 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 15216.1 RhinoRoof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Method 2 Option 6 04/28/2015 04/29/201S 05/04/2015 06/23/2015 Description Synthetic roof underlayments Installation Instructions EL15215 R2 R f Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports k216 Sa- alf Created by Independent Third Party: Yes C2ntjcf, rj 2601 Blair Stone 2!,j—SQ-4 7-L-4 The State of Flonda is an AA/EEO employer, Copyright 2007 2011 State of Florida Prvac Stat mast : accession ty Statement : alfand st"Zei-ienj Under Florida la,', QMI.l addresses are public records, It you do not van( you, e-mail address released in response to a powkc-'Crcinds request, do not send electronic mail to thiS entity, instead, contact the office by plume or by traditional mail. If you have any questcorjs, 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 40 tundil address if they have one, The Lmatis provided may be used for official emailwith thelicensee, Howeveemailaddressesre addressesarepublic cord, If you do not Mill to Supply a pe, soral address, please provide the Department wO an email address which can be made available to the public, To determine if you are a licensee 1,0.6er Chapter 455, F,S,, please dick ngt_ Product Approval Accepts: ff] 10A F-710 Credit Gard Safe https: llwww,floridabLAiding.orgtprlpr_app--dftl.aspx?param=wGEVXQwtDqv3yVVKJZlQRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ%3d%3d 212 TRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LUC. Certificate ofAuthorization vmo 3szcxxoTmwSTREET, UNIT wz» OXFORD, CT oswV rxowe(zu3) zaz'yz*s FAX: (zns) zaz'yz*s linterwr p,| nc. Evaluation Report 140510.02.12-112 3Z923Mission Way FL15I16-R2 Mission, B[V2V' 6E4 Date ofIssuance: 02/17/201l Canada RevisionJ: 04/27/ 2015 Scops: This Evaluation Report is issued under Ru|eGlG2U'3 and the applicable rules and regulations governing the use of construction materials in the State ofFlorida. The documentation submitted has been reviewed byRobert Niem|nen. P,E for use of the product under the Florida Building Code and Florida Building [ode. Residential Volume. The products described herein have been evaluated for compliance with the S'^ Edition (2014) Florida Building Code sections noted herein. DraCmpnow: RhinoRuofUndedaymema Lxosumo: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report isvalid until such time as the named p/odvcddchanges, the referenced Quality Assurance documentation changes, orprovisions cf the Code that relate »othe product change, Acceptance of this Evaluation Report by the named client constitutes agreement tonotify Robert Nieminen' P.E. if the product changes orthe referenced Quality Assurance documentation changes. Trinity IERDrequires acomplete review ufthis Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded bythe words "Trinity I[RD Evaluated" may bedisplayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. mSperrmw: 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.yW. N|eminon.P.E. Florida Registration No. S9166,Florida omANE1983 The (- tmde seai 4ppearing ~°aut1h~te(I y Robe t Niate~ m~does ...le".°^"°*"~~°.*. wed d--.m S.6"ed, '-fedwd opusms~—==°ed t. the CERTIFICATION vpINDEPENDENCE: 1. rxnxv| cno does not have, nor does it intend to acquire or will it acn"/m, a no^,o.* interest in any company manufacturing or distributing products itevaluates. z. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 1 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. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a uuxomn code evaluation, Neither r,m|ty|sxunor nvuertw/ ernme^. P.E. are, in any way, the Designer vfRecord for any project onwhich this Evaluation Report, mprevious versions thereof, is/was used for permitting mdesign guidance unless retained TRINIT FRD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein, 2. STANDARDS: Section Properties Standar Year 1507.2-3, 1507,53, T1507,8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507,8.3, 150713, 1507.95 on Heating 150713, 1507 53, 1507,83, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507,9_1 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: 922Y Examination Reference Date ITS(TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TST1509} Physical Properties 100539395COQ-002 10/27/2011 ITS(TSTI",) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1671) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 41 RhinoRoof UZO is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type 11 felt or D4869 Type It felt, RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 5,2 5.3 5.4 5.5 5.6 5.6,1 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. This Evaluation Report is not for use in the HVHZ, 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. 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 AM for approval based on this evaluation combined with supporting data for the prepared roof covering, n I I_— -1_ -F -—, —Bariiari a tnn Phi nnRnof I In rierlavirrients are follows: TABLE 1: ROOF COVER CIMONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated SlateShingles RhinoRoof U20 Yes No No yes Yes No Exposure Limitations. RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below, 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type It underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 140510.02,12-R2 FLIS216-RZ Revision 2: 04/27/2015 Page 2 of 3 TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver, Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application, begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6,5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 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 CIA requirements. 9, QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. -El L/Warnock Hersey—QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC, Evaluation Report 140510.02.12-R2 Certificate o/Authorization N9503 FL15216-RZ Revision 2: 04/27/2015 Page 3 of 3 211512017 Florida BiLlildinq Code Online OCIS Home f'oo In User Registration Hut Top,,,s S,'n-ll Surcharge ?cats 31 Fads PVt*cat'ons Fee Stan RCIS Ste Map Ljnks Search f4,',YU)PSER Vroduct Approval04,,ibhc Use, do r 4. > Application Detail FL ft Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16568-RI Revision 2014 Approved MILLENNIUM METALS INC. 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com James Buckner jimmy@cbuckinc.net Tanya Steele IQ200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received James L. Buckner, P.E. @ CBUCK, Inc. PE-31242 Keystone Certifications, Inc. 09/2212026 Steven M. Urich, PE Validation Checklist - Hardcopy Received EL111—)55-i-g—l--C—O-I—C—e—rLo—fi—,)—C—eL) P--kif 1709.2 https:I1,vww,floridabL61ding.org[prlpr__ppp_jdtl,aspx?pararn=wGEVXQwtDqvqqu2w%2bnFgUFt[4vGKu5UrT5vMEPb8idbqiEG9GRM%2fLw%3d%3d 112 J15/2017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary of Products FL it Model, Number or Name Description 16568,1 "MMI-2" Off Ridge Vent Steel off ridge vent for shingle roots mechanically attached to Plywood Deck. 4', 6% 8', 10' Nominal Lengths Limits of Use Installation Instructions Approved for use In HVHZ: No EUI6568 P,1_.L 41 W,11-2 Approved for use outside HVHZ: Yes Impact Resistant; No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 31242 Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. ELjkyq_1_.Rj AE Q1 MMI-2 OffR; v-n -A I NI Ste 3iELIOILpdf Created by Independent Third Party: Yes 16568. 2 MMI-2B Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to evaluation report for conditions and limitations of use, Refer to manufacturer's installation instructions as a supplemental guide. 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 FLIr568 P1 11 0 MMI- fl`Ridg\/,,nr-TA j2Q_ Q/KUPQR:_pdf Verified By: James L. Buckner, P,E, @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports 1, 00 ZVALREPORT. _Lf Created by Independent Third Party: Yes C Gnta, rJS , M01 9a,1 Sione Road. Ft. F, 3?999 Phone _-160-487-1324 The State Or Florida is an AA/EEO employer. ; "h 07 Itate Q(Fj oda.;: !CC, Itllt ir tem Q aftWjQ_dS_element Under Florida law, emad acdttsses are Public records. If You do not want yftr e-mail address released m response !a a public -records request, do not Sam electronic mdkI to this aouty, instead, contact the office Oy plicrye or by traditional mad. If you have any questions, please contact 850.497.1395. *Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.5, must ;),ov,de the Department with an email address if they have one. The emats provided may be used for official communication with the licensee. However email addresses are public record. If YOU CIO not wish to Supply 6 personal address, please provide the Department with an email address which can be Made availiblo, to the public. To determine if you are a licensee under Chapter 455, F, S., please click here . Product Approval Accepts: El R l El El Gre,gw car' J Safe https: ilwww, floridabLiilding.orgtprlpr2ppjtl.aspx?param=wGEVXQwtDqvqqu2w%2biiFgUF(14vGKu5UrT5vMEPb8idbqiEG9GRrvl%2fLw%3d'lo3d 212 I 401,1W Co i < r I n 5per--IaWW 5truc:tural &nginemer1riq CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval Florida Building Code Sth 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 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 N Manufacturer: Millennium Metals, Inc. Product Name: "MMI-2" Off Ridge Vent Product Category: Roofing R#: FL 16568.1R1 Date: 2/I6/15 Report Nu:z5-m4-mmzsmnvcn_14 Page 2 of 7 CBmCK,Inc. Certificate ofAuthorization #8u Product Sub -Category Roofing Accessories that are anIntegral part cfthe Roofing System Compliance Method: State Product Approval Rule 61G203,005(2)(b) Product/System ^yWK4|' 2^ Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly au Refer toPage 4ofthis report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners l 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] urgreater plywood, or Wood plank (min.specific gravity of04Z) Slope: Performance: Wind Uplift Resistance Design Uplift Pressure: ' 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety o/2tn1. r-11 0-~=— zj" "I|*= m mm FL#: FL1G5QllR1 Date: 2/26/15 Report No.:z5-10*wmz-monvm_z^ Page 3of7 coucKInc. Certificate vyAomvwz rv^wuoa* Performance Standards: The following test protocols were performed todemonstrate compliance with the intent nfthe code asthis product isnot addressed specifically i*the code. ASTK8 [930'02 - 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 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 Ru|e61GZ0'IUO1. Limitations and ° Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approva|^ contains technical documentation, specifications and installation method( s) which include Limitations and Conditions ofUse" throughout the report in accordance with Rule 61G20'3,005. Per Rule 61G30-3.004. the Florida Building Commission is the authority toapprove products under "Optional Statewide Appnnva|^ Ootion for armlication outside "Limitations and Conditions of Use" Rule 6DSZO-3.0O5(1)(e)allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized inthe [ode" Any modification ofthe product as evaluated in this report and approved by the Florida Building Commission is outside the scope cf this evaluation and will bethe responsibility ofothers. Refer toapplicable building code section for ventilation requirements, Design ofsupport system isoutside the scope u[this report. Fine Classification is outside the scope of Rule 61G20-3. and is therefore not included inthis 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 Rule6lGZ8'3.OUS (]) for manufacturing under p quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. ( FB[Organization #: QUA l824). 04° f-°l J 0 Fi#: FL1G5681R1 Date" I/26/15 Report No.: 15-104 wwz-Smxvcx_m Page 4of7 coucK,Inc. C=^ficntev/xumumntio"#8o64 Components/Materials Ridge Vent: ^kAM|'2^Off Ridge Vent by Manufacturer): Steel Thickness: 36Qauge (min.) Yield Strength: 40kd min. Corrosion Resistance: |ncompliance with F8[Section 1S07.4.3: ASTIVIA792coated, or ASTM A663G9Ogalvanized steel Nominal Dimensions: Width: 24^ Height: 41/ 2^ Lengths: I, 4''6;.8'and UY Fastener(s): Base Fastener: Purpose Attaches Ridge Vent Base Flange toDeck Type: Annular Ring Shank Roofing Nails Size: Ilgauge x1'1/2" Corrosion Resistance: per F8CSection 1506.5 Standard: Per ASTMF1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange U»Deck Type: Hex -Head Wood Screw Size: #10» 1' 1/2~(minj Corrosion Resistance: Per FD[Section 1506.6ond I507.4.4 Standard: Per ANS|/ ASK4E8lD6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/SBSrubber Application Size 1/ 4^thick minimum FL#: FL16508.lR1 Dote: 2/26/I6 Report No.:IS- 1o^'MmzsmRV- cn_m Page 5of7 coUCK, Inc. certificte^/Avthorizomonx80o Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening bytrimming 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 1/4^ thick and extend Z" onto roofunder|ayment. (install cement incompliance with manufacturer's installation guideUnesj Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails orscrews spaced 4" o.cand 1- 1/2^from each end. Minimum fastener penetration thmbottom ofsupport, 3/16~ install the "K4KA|'2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections nfF8C 6th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer tomanufacturer's installation instructions as a supplemental guide for attachment, Referenced Data: 1. ASTME3]0' 02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization # TST ID: 1527) l Quality Assurance ByKeystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee #423 l Certification ufindependence ByJames LBuckner, Pf. @CBU[KEngineering F8[ Organization 8ANE19l6) 40, FL #: FL 16568.1 R1 Date: 2/26/ 15 Report No.: 15-104-MM 2-StORV-ER-14 Page 6 of 7 5pe2(=Jc50'W cbtrucbjrcl Engline3erIng CSUCK, 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" 12" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scale) 3" Higher Slope Back) FL #: FL 16568.1 RI Date: 2/26/ 15 Report No.: 15-104-MM2-StORV-ER 14rc' I Page 7 of 7 Spealc5n'W Stn-jctLjrc5J E=n(;;1new--rInq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" o.c. 4" o.c. Typical, Maximum I I Nominal Lengths 4 Ft. 6Ft 8 Ft, 24" Typical Fasteneqs) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Typical Ridge Vent Assembly Isometric View (Not To Scale) Base Flange Typical Fasteneqs) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws FINAL SURVEY LEGAL DESCRIPTION: LOT 35, REAGAN POINT, 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 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Site Benchmark Information- q #1 1 Fnd. Nail & Disk "LB 2108". Elevation: 51.53' P.T. located on Lot 34 2 1/2" RebarFnd. Cap "LB 7623" LB 0 1 Fnd. Nail &Disk 2108". 7° Elevation: 45.30' A o. 13 11 TAMPICO WAY, SANFORD, FLORIDA 32773 IL so O S' 0?;x O, ° NNN6pt,(o a G o, o o. Fnd. 1/2" Rebar Cap "LB 7623" Fnd. Nail & Disk 19LB7623 Lot 34 o Qls ` o. toO 0 2 i S o ' O IJ JOHO Tract " Btr Open Space/Recreation d Common Area) 00 66 J 2! J p- Transformer Ee 5 l e<`G to0- Lot 35 o d o- Benchmark Information- Oranae Countv Datum Elevation: 83.36' Found Square Cut in Drop Inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) 1 00, Fnd. Nail & Disk\ 0> 1 LB 7623" o s 3 lc ` o> Lot 36 Fnd. 1/2" Rebar Cap " LB 7623" SE Graphic Scale FE 10' 20' 40' Scale: 1 "=20' Revision: Added Final Survey - 11/2/17 Revision: Added Foundation Survey - 5/17/17 Field Date: 1 112120117 Date Completed: 11 /3/2017 NOTES I hereby Certify [mat this Boundary Survey of the above Descnbeo Properly is p Survey isBased upon the Legal Description Supplied by Client. Abuning Properties Deeds have NOT been Researched for Gaps, Overlaps and/or Hiatus. True and Correll to the Best of my Knowledge and Belief as recentty Surveyed under my Direction on the Date Shown, Based on Information fumished to Me Drawn By: R.S. File NUmber:lS-35070 FI Subject to any Easements and/or Restrictions of Record. Bearing basis shown hereon. is Assumed and Based upon the line Denoted with a'BB'. as Noted and Conforms to the Standards of Practice for Land Surveying in the State of Florida in accordance with Chapter 5.Y17.052 Florida Legend- C CalculatedCenterline PC - Pointof Curvature Pg. -Page Building Ties are NOT to be used to reconstruct Property Lines, Fence Ownership is NOT determined. Administrative Codes. Pursuant t etion 472 27 Florida Statutes. L`B Concrete BIOCk PI - Point of Intemedicin Roofoverhangs, Underground Utilities and/or Footers have NOT been located UNLESS QQ'kG PT IF CM Concrete MonumentP.O.B. - Point of Beginning otherwise noted. O FOR Conc. Concrete P. O.L. - Point on Line are approclmate and MUST be verified by Septic Tanks and/or Dramfield locationsHE NO. e r _, THE T D DEDescription Drainage Easement ePP - Power polePRM -Permanent Reference appropriate Utility Location Companies. FIRM Patrick K. Irelan °,`._ < oRIoPS '6637 LB 7623 Esml. -Easement MonumentUseof7hisSurveyforPurposesotherthanintended,WithoutWrittenVerification,Willbe F.E. M. A. Federal Emergency PT - Point of Tangency at the User's Sole Risk and Without Liability to the Surveyor. Nothing Hereon shall be This Survey is intend e V Use of Said Certified Parties. Management Agency R - Radius Construed to give ANY Rights or Benefits to Anyone Otherthan those Certified. This SurveyNOT VALID UNL and Embossedwilh Surveyors Seal. FFE Fnd. Finished Floor Elevation Found Iron Pipe Rad. - Radial R& C - Rebar& Cap Rfd. - Recovered POINTSOFINTEREST- NONE VISIBLE. n1/ r'() ,n/ /v/1i r' heland Associates Surveying, Inc. L L Length (Arc) Rld. -Roofed Ur M N& D MeasuredNail & Disk Set - Set %" Rebar & Rebar Cap "LB 7623" 1301 S. International Parkway Suite 2001 N.R. Non- Radial TYp -Typical Lake Mary, Flonda 32746 ORB Official Records Book UE - Utility Easement P Plat WM - Water Meter www.irelandSurveying.com P.B. Plat Book A - Delta (Central Angle) Office-407.678. 3366 F8X-407.320.8165 O- Wood Fence 0— - Chain Lhic Fence CITY OF SANFORD BUILDING & FIRE PREVENTION BAN 1 2 011 7 PERMIT APPLICATION L6, Application No: Documented Construction Value:01 Job Address: e C Historic District: Yes No tR Parcel ID: ResidentialM Commercial [I Type of Work: New 9 Addition El AlterationEl Repair El Demo El Change of Use 0 move El Description of Work: Plan Review Contact Person: Title: t1l c tz 4,-s -,x>,v—:7' Phone: Fax: Email: Property Owner Information Name /)' I L"--A , ioStreet: City, State Zip: VTM Resident of property? : Contractor Information Name Phone Street. I U 6 i /51 i- 5 City, State Zip: Off- Name: Street: City, St, Zip: Bonding Company: Address: 3,,- 1 -1 7 - / 7 y2- Fax: 3,2-1-,4o7 - State License No.: Architect/ Engineer Informatic W= Fax: E- mt Mortgage Lender: Address: WARNING TO OWNER: YOUR FAIL1jRE 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 FIRSTINSPE(71710N. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work- and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NNIQYFI E: 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 plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ot'Owner/Agen( Date Print Owner/Agent's Name Signature: ot'Notary-State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sitriature oft/-titrac(oriAgent Datel t Print ContracTor/Xgen i's Name at V 1yG ECl r2- 9' JIContractor/ Agent is — Personally Known to Me or Produced ID Type of ID 1143011 DKI101 1011AN11111iii,lfil 111[13 1 ii 1 Permits Required: BuildingR Electrical Mechanical R PlunibingE] GasE] 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[] NoEJ # of Heads Fire Alarm Permit: Yes [] No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: fungi 30. 2015 Perini( Application Integrity Plumbing & Mechanical, Inc. I Job Quote 4/24/2017 Builder: David Weekly Homes Community: Reagans Point Trade: Plumbing Subcontractor: Integrity Plumbing & Mechanical,inc. Contact Person- Dan Brokaw Office Phone: 407-399-4414 Cell Phone: 407-399-4414 Fax Number: 321-207-0316 E-mail: browkavLqr,,@gr iail,,oLrj @2__ _ Proposal based on plans, specifications, and scope of work provided by Builder. Price protected through November 23, 2017 Model Elevation Plumb thru Drywall Trim Labor Permit Fixtures TOTAL 7497 All 3,620.00 310.00 100.00 1,640.00 5,670.00 7498 All 3,590.00 310.00 100.00 1,640.00 516 4q—.00 7499 All 3,590.00 310.00 100.00 1,640.00 5,640.00 7510 All 3,590.00 310.00 100.00 1,640.00 T5,640. --_ 7511 All 3,370.00 290.00 100.00 1,640.00 5,400.00 7512 All 3,590.00 310.00 100.00 1,640.00 5,640.00 7513 All 3,590.00 310.00 100.00 1,640.00 5,640.00 17413 All 13,590.00 310.00 100.00 1,640.00 5,640.00 Blank 0.00 0.00 0.00 1 $0.00 0.00 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Applic,ation No: 4" Docitlylented Constroction valoc; Job Address: Ifistorie District: Yes No Parcel 11): Residential Commercial F1TypeofWork: New Addition Alteration Repair [o... chnog, of use L-1 move F] Description of Work: Plan Review Contact Person., Phone: Fax: Name Street: City, State Zip: um Email: Property Owner Information Phone: Resident of property? : Contractor Information Nam Phone: Street: Fax: ZCity, State Zip: State License No.: Arch itect/Engi Deer 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 REPORETI-IF 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 cuturnenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Horida Building Code Revised: Jane 30, 2015 11cront Application P q16 N01 C11) addition to the of tlli-s perillit, (here may he additiowd restriciions applicable to dii,,; pi-operty (11,at tmly ho, I' 01,111d ill (he public records of this County, and there lll ly be additional permits required fi-oill other governmental ontilies such as Wafer loanagell- tont districts, stfite agencies, or federal agencies. Acceptanceoffierwit, is verification that I will notify tile owner of the Property of the requirements ofFlorida kiell I-Mv, F S 713, File City of Sanford requires payment of plan review fee at tile time of permit submittal. A copy of the executed contract is required in order to calculate a plan reviow chard: and Will be considered the estimated Constr(IG(ion Value of the Job al tile time ofstibilli(taL The aCWUI CORStrUCti0ti ValUC Will be figured based on the. cm-telil ICC Valuation Table ill effiect at the, time the permit is issiled, ill accordapice with local ordimince. Should calculated charges figured off the executed coatract exceed the tictIttli construction value, credit, will be applied to your permit fees when the fie"Ilit 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 lavvs regulating construction and, zolli"g. Au SignaLlIrC, ot'Owaer/Agent Date sq-111 11"re (O'Coll ,*Lor/Agcnl Print Owner/Agent's Name Signature of Notary -State of Florida Date Print Contractor/Agent's Name Signature or' Notary tatc of Florida Date C ' W COWDERY HAIDWCODERYMy COMMISSION 4 FF9859 5918N - XPIRES April 25, 2020 IN ary-,*rvto*. (n Owner/ Agent is Personally Known to Me ff Personally Known to Me or Produced III __ Type of ID Produced ID Type of ID Permits Required, Building [] Electrical [] MechaaicaI[] PlUmbing[] Gas[] Root'[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - 4 of Amps Plumbing - 4 of Fixtures Fire Sprinkler Permit: Yes[] No[] fl of Heads ____ Fire Alarm Permit: YeS[] NoE] APPROVALS: ZONING: ENGINEERING:____ FIRE: --,-----.—. BUILDING:_ COMMENTS: Revised: June 30, 2015 Permit Application GITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No. Doctiolcoted Cons( roctioll Value: S Job Address: X . .... . .. . ..... Historic District: yes I - No Parcel It): Residential [71 Commercial Tt-k ,hypeofWo: New 1110 Addition Ll Alteration El Repair rion OChangeof Use L Move Description of Work: L, Plan Review Contact Person: Title: Phone* Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, state Zip: fi Contractor Information Narne 4 Phone: Street* Fax- City, State Zip: 7, 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 CONIMENCEMEN"I'MAV RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICF OF COMMENCEMENT MUST III; RECORDED AND PosTED ON THE JOU SITE BEFORETHE FIRST INSPECTION. IF YOU INTENT) `TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby niade to obtain a permit to (to the wvork 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 ineet standards of all laws regulating construction in this ,jurisdiction I uirderstand that a Separate permit roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, treaters, tacks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect is of that date: 5111 Edition (2014) Florida Building Code RQ\-ised: Juac 30, 2015 Nmut Applicanoa 1% 13 "t: In addition lo the irquAment-s of dos parm, tilt re may be addithiml wrotbus applicable to Otis propelty 1hat may bo lbund in the pubhc tr. wds of IN comy, and there inay be additional penufts requoml Smy Awr u1mvnmuntal mailks smh as mater monagement districts, swe tatncks, or IONA agencies. Cccpfance of pellrot is verification thm I wW notify ihe owJjt,'r oftho property of the requirements ofHorida (,ien Law, FS 7 13 The al of Sauteed requires pqmeM of a plats mvbw Be at Ow Ome ofpswil mAndUaL A copy ot'the executed (,,,oun act is t-quired in order to calculate a plan review charge W mill be amsklaed the estrunated construction value of the job at the tittle of WArriturd. TheactualconstructhnWoe "A be Hgumd bawd on Me emmm ICC Vahumb" VAR in dAct w the Hme we pmuR w ksw? it, accordance with lout! ordifuturse. Should calculated chart,,es figured off the executed contract exceed the actual conhoudion value, credit will be applied to your pumk fees mom to permit is issued. OWNER' S AFFIDAVIT: I certil)y fbat all of the foregoing information is accurMe and lbal all work md1l be done it, con-1pliance w4h A applicable haws regolkxting consirliction and" zoning. QwVwTw slg'ttI tCO f '0II- Il tr/Agent Date MQU, ChQdApah flarne --------------- Signature (ott'Notary- Slat of Florida Date Print AIMMOAgmt's Narrie ignature of Notary State of Florida Date CHAD VW COWDERY My COMMISSION At PF985946 6125. 2020 Owner/ Agent isPersonallyKnownto, EXPIRES A Or/ A, ei it is -sonall I 04 PM* N Pei Produced ID lype of U) y Known to Me or Pro( uce( Type of II) RJELOW IS FOR" FFICE USE ONLY S.-" PertnitsRequired: Building[] Electrical Mecimnicat [.] Ptuinbing[] Oas[j RoofI Ll Construction Type: Ocell [ nn1CV Use: Flood Zone: Uhl Sq Ft of Bldg:___ Min. Occupancy Load: # of Stories: New Construction: Electric - 9 of Amps f4mabing - N of Fixtures FireSprinkler Pennit: Yee 0 No 0 # ofFleads APPROVALS: ZONINO: ENGINI- A,-'RING: CONIAUNTS: UOUTIFS: FIRE: Fire Alarm Permit: Yes[] No WASTE NVATER: BUILDING: Revised: Jurre3y 2W5 Polio Apphc luiotl CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION a. Application No: Documented Construction Value: Job Address: I 43 Historic District: Yes No , Parcel ID; '` Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:',.a Plan Review Contact Person: x j 3 ' Title tit t 1= Phone: k ( k a Fax:' ° 4 F ` Email: A .,h ,r yr , . Property Owner Information° k°,, k s. Name „ ', . E Phone. . L, 0 Street. ux ` i, ,'at- n esident of • r ... property? m. k City, State Zip: t Information t( jCcntractor Phone: Name l.-'t' to t f #ilr" Street: "C3 Fax; City, State Zip: L g= =Z4-7/State License No.: Nance: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail- Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this ,jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shalt be inscribed with the date of application and the code in effect as of that date: 501 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application R NQ1IC: 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 'fable 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 t t all work will be done in compliance with all applicable laws regulating construction and zon' IR Signature of pwneJAgent pate Sigqaturc of Contractor/Agent Date Print owner/Agent's Name Print' Signature of Notary -State of Florida Date Date Owner/Agent is Personally Known to torte car '° 'Contragor/k&pnt, is ersonally Known to:Me or Produced ID Type of ID Produced ID pe of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No Plumbing - # of Fixtures, of Heads Fire Alarm Permit: YesEl No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application STATEWIDE State Cert CAC032448 1-888-831-2665 CE L- A I R HEATING * AM CON111117HINNIG 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 lab Name: Reagan Pointe - 34' Cottages& 40' Gardens We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job, Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-7.0 -Block Walls R-19 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Vinyl Low E Double Pane - U-Value = 0.34 SHGC = 0.30 Water Heater - 40 gallon Electric Eff: 0.94 REAGAN POINTE - 34'COTTAGES PLAN NAME -.,,- 7413 TONNAGE- 3.0 SEER 14.00 HSPIF 8.2 FANS/FAN- TOTAL EIGHT CONTRACT COMBOS PRICE 4/0 $6,597.00 NOTES Added 3/13/17 7497 2.5 14.00 8.2 4/0 $6,449.00 7498 2 14.00 8.2 4/0 $6,250.00 7499 2.5 14.00 8.2 4/0 $6,189.00 REAGAN POINTE - 40' GARDENS PLAN NAME 7510 TONNAGE 3.0 SEER 14.00 HSPIF 8.2 FANS/FAN- TOTAL CONTRACT NOTES LIGHT COMBOS 4/0 PRICE 6,850.00 7511 3.5 14.00 8.2 4/0 7,044.00 7512 3.0 14.00 8.2 4/0 6,978.00 7513 3.0 14.00 8.2 4/0 6,758.00 NOTE: PRICING BASED ON NEW CODE. Pricing valid for (6) months ' Equipment to be 14 SEER Carrier Heat Pump (FB4/CH14NB) Cust Initials MINASSIAN, VICKN ARMO ELECTRIC LLC 710 AMANDA KAY WAY KISSIMMEE FL 34744 MINAI ARM( 271'W KISSI VERNOR TIED W489 Fcfi'i.. Via{# f KEN 3C LLC Ig d r4. y rr REGULATION 850) 487-1395 STATE OF FLORIDA DEPART , BUSINESS AND PROF ULA"TION EC1300 769 ' CERTIFIER E, CiR MINASSIAN, ARmo EE ECTt IS CERTIFIED under the provisions of Ch.48$ FS, E0otNm data . AUG 91, 2oie I.180713OW125 FOUNDA11ON SURVEY LEGAL DESCRIPTION: 1,07 16, REA(.,AN PQWE,ACCQPDlNG K) !f* KA: HERFOr, AS RECORDED N P1 ATROOK 91, PAGE, 45 THROUGH 52 tit ',M, PUBLIC Rf,('ORDS Of SEMIN(AF, (()UNlY 1-10KIDA FLOOD INFORMATION: BY RERPORMING A SEARCLI WITH THE LOCAL ,C,(NERNINCMk)NICtiPA1,JTY OR WWWFEMAGOV THE PROPERTY APPEARS TO BE LOCATED kN ZONL X THIS PROPERTY WAS FOUND IN CHY OF SANFOW>, COMMUNITY NUMBER 1202", DATE D CERTIFIEDTO. DAVqDWFU. KLFY HOMES Site Benchmark Information- 1 Fnd. Nad & Disk '1-8 2108*, Elevation: 5153' 2 Fnd. Nail & Disk 'LB 21 W. EkNation: 45,3W Lot 35 0 0 0: Ot CD w0 3Benchmark Information- 16 Oanrie Countv Datum Eleatw: Rewon AdWd FMWKWM Swvey - 7n3fA7 Feria DoW i,,, Y,,v i I Da" Qw Omwn Wf, R S. i --- legend C CB C*. Aod C.. Nwk. C— ftfto Ap 00 0" pos C— aptl OL FAAX M v.. w R F* O~ Fl.— R - F. tR*C p Pv- R- L wmt MW WKa a at N.. 4U" CM pcmkwv" FUt o V61 I FAMPICO WAY &AWORD. FLORIDA 3P73 P. C. too-itod on Lot 31 Fnd- WRebar Cap - L8 7623' Unless Otherw-meNoted) Ll S 34-31'30- E 27.95(PXM) frelaM & Ass daies Sune nq, fjx 13M Sk6wnallwwl PA* Suft MM Lao Mmy Fboa W46 vMw*4% wx*ww"n"CMw 01 Y OF F-CEIVE Building & Fire Prerention Di4sionNANF`0 RESIDENTIAL FENCE PERMIT APPLICATION DEC 0 7 2017M Application No: Documented Construction Value: J/_ Job Address: _-, k1I 'TWAIWN \,N(A\) Historic District: Ves D NoEl Parcel ID: Plan Review Contact Person: ITitle: Phone: Fax: E m a i 1: ko N, UIAW'W' UnIl Residential Fence Information Type of Fence: Wood Metal q PVC/Vinyl If -on Other Fence Height: Feet # Gates: 2 Total Linear Feet: Additional Information: Fences with a height of over 6 feet will require signed & sealed structural engineering" Property Owner Information Name Phone: Street- Resident of property? City, State Zip: Fence Contractor Information Name 7 ( (tom. ° L11ALf_____ Phone: Street:] S C'& T Fax: City, State Zip: LLI A Please Note: The Building Department does not perform site inspections on Residential Fence permits. A signed and notarized Fence Affidavit is required to be submitted along with this permit application. Please see the attached Fence Permit Submittal Guidelines. 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, beaters, tanks, and air conditioners, etc. FRC 105.3 Shall he inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code thatNOT!( property may beE—: In addition to the requirements of this permit, there may be additional restrictions applicable to this p 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 ov.,ner of the property of the requirements of Florida Lien Law, FS 713, 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 construct* n and zoning. Sig.. ureof ter/Agent Date ant, %%,,net/ e mein's Na Date Owner/Agent is Personally Known to Me or Produced ID ___ ____ Type ofID,-- RAyVIN PICK FF94 338MYCOMMISSION # FF941338I,,j PIRES Ctecerrsbar 0 20196, 2019Ev S i g1wat uTe of Contractor/Agent Date Print Contracto /Agent's Name Signature of ry-Stare of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID RAYVIN VICK MY COMMISSION # FF941338 EXPIRES Decemt)eFO6,2019 07) 39:3 -0, 53 BELOW IS FOR OFFICE USE ONLY PLAN REVIEWAPPROVAL: PLANNING: HISTORIC: COMMENTS: cily OF ANFORD FIRE 1) E PA R 141, 1 N' I Building & Fire Preiention Division FENCE PERMIT SUBMITTAL CHECKLIST RESIDENTIAL ONLY) All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Fences must be compliant with the City band Development Regulations, Schedule F Fence Permit Application completed and signed. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value (if the contractor is the applicant) D Copy of the Business Tax Receipt (if the contractor is the applicant). t 61 Owner/Builder Statement/Affidavit D Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Indicate the number of linear feet, height, number of gates, and type of material on application. Two (2) copies of site plan indicating where the fence will be located on the property. Fence Affidavit, signed and notarized No Permit is required for Fence Repairs,. A Fence Repair is qualified by one or more of the,following., Replacing individual slats; no more than 10% of the entire fence 0 Replacing a section; no more than 3 sections of the entire fence. A section is defined by the fencing material between 2 posts. 0 Replacing a post; no more than 4 posts total. Posts must be placed in or directly around the removed post without encroaching on neighbor's property. e Replacing a gate Please contact the Building Division if you have any questions on Fence Repairs" These guidelines were compiled to assist the applicant in preparing afience permit application and may not be complete. The applicant is required to meet all City of Sanford codes and requirements. V12--VDate: I hereby name and appoint:. of - Fence Outlet - to be my lawful attorney -in -fact, to act for Company or Business) me and apply to the V4--WLA, Building Department for a Fence permit for work to be performed at a location described as: Section Lot Block aTff17EW Le 10 ri, IM112 Owner of Property) and to sign my name and do all things necessary to this appointment. 1111, 1,111111 , - 2Ill 1, 111111 Irrum TYPE OR PRINT NAME AND The foregoing Instrument was Acknowledged before me this day of 7 20" y: Raul Patel • Who is personally known to Me or produced identification. n NotaryPubtk% of Florida JUMMY RM"n W COMM 9" 0 FF UM vsRES: Mamh 11, 2= w 4W-,Ft T ' 0' wxW W N*ry PUW UW*Mftft Wo-f Notary) gnatuCommission No: 11/28/2017 SCPA Parcel View. 22-20-30-520-0000-0350 EEqjt,,!,y R q c a r d C z r d 0AVIO un, CFA, 1 P Parcel: 22-20-30-520-0000-0350 IMP "MR Qwner. 1f41EEK'.EYHC1MESLLC, Property Address. 4611 TANIPICO WAY SANFORD, FL 32 Parcel Information Value Summary Parcel 22-20-30-520-0000-0350 2018 Working 2017 Certified Owner WEEKLEY HOWES LLC Values Values Property Address 4611 TAMPICO WAY SANFORD, FL 32773 Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Wiling 1111 N POST OAK RD HOUSTON, TX77055 Depreciated Bldg Value Subdivision Name Depreciated E)F7\lhlue Tax District SI-SANFORD Land Value (Market) $39,160 39,160 DOR Use Code 0005-PUD UNDER DEVELOPMENT Land Value Ag ExemptionsI 39,160 39,160 T— Q5 Portability Adj 34 Save Our Homes Adj $0 0 31 Amendment 1 Adj $0 0 P&G Adj $0 0 L Assessed Value $39,160 39,160 Tax Amount without SOH: $745.67 2017TaxP,,',M,',vi oHr1t $745.67 Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Malorem Assessments Legal Description LOT 35 REAGAN POINTE PB 81 PGS 45-52 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 39,160 0 39,160 Schools 39,160 0 39,160 City Sanford 39,160 0 39,160 SJWKSaint Johns Water Management) 39,160 0 39,160 County Bonds 39,160 0 39,160 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 3/112017 088,92 1020, $541,300 Yes Vacant Land Method Frontage Depth Units Units Price Land Value LOT 1 $39,160.00 39,160 Building Information Permits Permit# Description Agency Amount CO Date Permit Date 00852 NEW SFR SANFORD 215,519 3128/2017 http://parceldetail.scpafl.org/ParcelDetaiIInfb.aspx?PlD=22203052000000350 1/2 FINAL SURVEY LEGAL DESCRIPTION: LOT 35, REAGAN POINT, 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 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES r Site Benchmark Information- $#1 1 Fnd. Nail & Disk "LB 2108". Elevation: 51.53' P.T. located on Lot 34 2 Fnd. 1/2" Rebar Cap "LB 7623" Fnd. Nail & Disk "LB 2108 Elevation: 45.30' s % XJ W01 YIe J IL4G ay j ), Fnd. Nail &Disk T H J \ U 1 1 "LB 7623" 0 Lot 34 2 ° Fnd %'Rebar ` Cap "LB 7623" 2 Tract "B" Open Space/Recreation Common Area) 11 TAMPICO WAY, SANFORD, FLORIDA 32773 L. k dr 001 F 01 y' G u? J 3D7 Fa o e J 000 Fnd. Nail & Disk LB 7623" Q#2 e, , C-) Lot 36 f 00, Fnd. %" Rebar p ` & Cap "LB 7623" J \ Benchmark Information- Oranqe County Datum Elevation: 83.36' Found Square Cut in Drop Inlet in front of Lovell Elementary School. Elevations are based upon NAVD 88 Datum) LOt ? Gra hlc Scale 16, 2 ' 40' Scale. 1"=20' Revision. Added Final Survey - 11017 Revision Added Foundation Survey - 5/17/17 Field Date: '- _ - Date Co leted: I•13R017 NmEs. wrv<v is Basetl upon the Legal Detcdptlm Sutpl4d bYCllmi ad,mngwopen,Y, IaYea.n..<Nm be<nfte,<.rdr<ero.e.n. o..d.Pa..<ua. New.. ia—by rader lrvt ne eppttday True and C b dM east of my pmwiadw — B f as n rJy SurY<yad da ary prialdiwdta DaN sieYvm eaaee on lNprnNbon tvniPnadmMeDrawnBy: F,S, File Number.. JS-35070 FI Aublsct loony Easements md-Reudcdons of eecwd. Betmgbals ahawn hertath.uurred urdeaudupm die lmeberroaed rnTn e-6e' Noted turd Cold— W the Srandards a PreNca W L Su--, heft Brat M FbMs hempdanca-1 Chapter 5s 17 W rm-fm s. MmitisbeaNe Cade, PuauaMKID LegeM- C CalalaaadCatdwi DOCM PC -Point d 4avehsa Pg -Papa 6ullding Tier ere Mto beu dbreconswct Pro 11y LIMB ferrte0wnershiplsNof detemdned Conaatp MavrreMc....IP.O.LPOB.-PO hTored Q,yµµ a' chr Pgnl on LlnstwBaft Septic Tanaa end/w Dreinikld loaetrpmere ppro.Imne erM M1Y.IST b<reMied UY a cNEIRNDDED—pt- INeinage E®'etttvrt PPPR' -PrmanarR Rarelat4 e1,1,-'Compeni<x Uveof Patrick K. Irela .. ,WngP 6637 LB 7623F1' LamL eaaiNaaM MpnurtgM Thh swveylor Parpoveamnn thanintended, wsthoot WrUten Vedhrnwn, wll be F.E.MA FW-1 Etttapinsy PT -PmMa Tanpray at dre Userasokaaf and widiew LUWlltrindre swveyor. NoMing Hereon Jwll be Th,s $UNCy is- u" of Saw Cer6rled Parties Metapamenl AgeN.y R -Radius pmweemgiee N+r a gnn n,e (.111. nnyon< other man I—C—f- Ths Save NOT VALIDUN and Embossed wit^'U sS l. FFLFndIP F-1-1Fi-0.0— FoundImpPqa Rd -Radii) R. -Rebwr lapR& - Riwovered oNTs ociNTfpesTPi NONE VISIBLE q ( /tl /+ q/Yr qj7 /1h1landAssoctiafesSUIInc. L Ltmgh (7 ) Rid. - R..fw l.L VeU Y 1J M Mces,red R& Sol aCsp'LB Parkway1301 $. Intematlonal Pa SuNe 2001 N80NR. Neil 8 Dm Non-Radial tlB-S., 7873- Typ -Typ- Lake Mary, Florida 32746 ORBP Off —I Ramtds 8m plot LIE -Wiry Easemerrt wM -Wirt. Mlaa www. irelandsurveylfg.com Pe. PietBpa G-Dana(w"°alAnds) Office-407.678.3366 Fax-407.320.8165WoodFanoa0- - Chain Link Fares J Permit Number: Folio/Parcel ID #:.- ,E ` Prepared by: -' .k Return to: FENCE OUTLET 9671 S. ORANGE BLOSSOM TRAIL ORLANDO, FLORIDA 32837 l f111t1 It1t1 ttttf Il li Ilf 11 111i1 Till 1111 6fiAI'4f IMLO` ? SEI`t: HOLE rQUIgl-YQF'tK OF (:l:ii(:i-11:T C:(IClRT ?. GOt1F'TROt..LERBKgo%-3; F'j 77 110, CLERK'S x ,20163i .« 1171..sa4u iat QlzftEi 121,"07121.11.7 :tl ^.2 ':217 ANF'U:t.1RCIII';G FEED UconEc, t?Y hdovor«4 NOTICE OF COMMENCEMENT State of Florida, County of - I ,1 o Ic The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the fallowing information is provided in this Notice of Commencement. 1. Descri tion of-propertLLy (legal d cription of the pr rty and kreet address if available) 2. General description of idiprovement 3. Owner information or Lessee information if the Lessee contracted for the improvement Name if\;F f :k 1 ek .f H (r7S f i C. Interest in Propertyq:js Q,. _ Name and address of fee simple titleholder (if different from Owner listed above) Name 4, Contractor Name FENCE OUTLET Telephone Number407-851-6660 Add 9671 S ORANGE BLOSSOress M TRAIL, ORLANDO, FLORIDA 32837 5. Surety (if applicable, a copy of the payment bond is attached) Name Telephone Number Address Amount of Bond $ 6. Lender ivdrne Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybeservedasprovidedby §713.13(1)(a)7, Florida Statutes. Telephone Number 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713,13(1)(b), Florida Statutes. Name Telephone Number Address 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless adifferentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE oRDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT YOUR LENDER 01 AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. rr , or essee or er's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this day of 12 { by r iClL: on year _ nam of person as for 1' 1 Type of authority, e.g., officer, trustee, attorney in fact Name f party o behalf of wh m instrument was executed Signati r , of Notary Public — State of Florida Print, type, or slam commissioned name of Notary Public Personally KnownOR Produced ID ___._____ Type of ID Produced ,:`'Yp"'4 , RAYVIN KICK MY COMMISSION # FF941338 s'c.„« < XPIRES Oecembar 06, 2019 40T13984'S3 Fbrklallota Se«vice.com Form content revised"1 6l 1—i i4FORR LIRE OF PARTMI NI Building & Fire Prevention Division RESIDENTIAL FENCE AFFIDAVIT 6 FEET OR LESS IN HEIGHT) PERMIT 6 7 ADDRESS: HEREBY AFFIRM THAT ALL OF THE FOREGOING INFOR-M'nATIO IS TRUE AND ACCURATE. THE FENCE WILL BE INSTALLED IN HE APPROVED LOCATION AS SHOWN ON THE APPROVED SITE PLAN, THE FENCE WILL BE NO HIGHER THAN 6 FEET, MEASURED FROM GRADE. THE FINISHED SIDE OF THE FENCE IS REQUIRED TO FACE OUT. 11 IS THE HOMEOWNER'S RESPONSIBILITY TO VERIFY THE FENCE IS PLACED WITHIN THE PROPERTY LINES AND ANY DISPUTES BETWEEN ADJACENT HOMEOWNERS WILL BE A CIVIL. MATTER. I UNDERSTAND THAT FAILURE TO PROPERLY FOLLOW THESE GUIDELINES AND ADHERE TO ALL CITY CODES (SANFORD LAND DEVELOPMENT REGULATIONS, SCHEDULE F) COULD RESULT IN THE FENCE HAVING TO BE REPLACED, RELOCATED OR REMOVED AT THE OWNER'S EXPENSE, nFENCECONTRACTOR BY SIGNING THIS AFFIDAVIT, YOU ARE ACKNOWLEDGING YOU HAVE MADE THE HOMEOWNER AWARE OF THE FENCE AFFIDAVIT STIPULATIONS AS STATED ON THIS DOCUMENT. COMPANY/CONTRACTOR: CONTRACTOR SIGNATURE: 11 HOMEOWNER OWNER/BUILDER NAME: OWNER / BUILDER SIGNATURE: LDER) k.) CL bvtkK PLEASE NOTE** DATE: DATE: THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON RESIDENTIAL FENCES. THIS AFFIDAVIT MUST HE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE FENCE. STATE OF FLORIDA COUNTY OF C)((A CV_L_ 0 Sworn to and Subscribed before me this day of 20 l by: identification) Signature`Notary Public State of Florida Fr_hit/_Ty_pte_/Sta mpName of Notary Public Who is -Personally Known to me or has EJ Produced (type of as identification. YP PAYVIN VICK MY COMMISS ON 11338 yCOMMISSION # FF941338 ES 06, 20 9 PEXPIRESe06, 2019 EXPIRESDecell398- 0,53 Ffy- 6— Anon ci 1 MI? FINAL SURVEY LEGAL DESCRIPTION: LOT 35, REAGAN POINT, 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 9/28/2007. CERTIFIEDTO: DAVID WEEKLEY HOMES Site Benchmark Information- ol,#1 1 Fnd. Nail & Disk "LB 2108 Elevation: 51.53' P.T. located on Lot 34 2 Fnd. '/z' Rebar Cap "LB 7623" 2\ Fnd. Nail & Disk "LB 2108" v 9a J Elevation: 4530' % jA7aavdweyJiL+Gi t Df 41 Fnd. Nail &Disk 1n V "LB 7623" 2 ga+s Lot 34 `10 1 P Fnd. % 2' Rebar a d°tea 5° e` coLot Cap .,LB 7623" v r. ( 0e5v....:........ Y Amm" 611 TAMPICO WAY, S.ANFORD, FLORIDA 32773 9 b dr Od 0, dC' LP p, 0 ° 0 00- y d 0, 2 y ;::.:; N. Q 00s 00 Fnd. Nail & Disk LB \ #2 7623" TractNBN F \;o0 o go Open Space/ Recreation Lot 36 56y CommonArea) f o0, Fnd.'r4" Rebar Cap "LB 7623" Benchmark Information - Orange County Datum Elevation: 83.36' Graphic Scale Found Square Cut in Drop Inlet in front of Lovell 1 z ' 40 Elementary School. Scale 1"=20' Elevations are based upon NAVD 88 Datum) Revision Added Final Survey - 1112/17 Revision Added Foundation Survey - 5/17/17 Field Date: I Date completed: 11/3/2017 NOfFS- Survey 1, eaudep"n Ma legal oa ,'P 5U 11ed by Cl-Trues Abon,ng eapnlln DeA+l+ave raT aan w+aa,hedro.eam.oKr+.v+.r,ar«NeNr, sublect co any Fa+m+erra and/or Pe,v,ction,d Re<«d. e"a, argb,+1„n,.anhara«..na,w,.,ae.,weuad r,ven dKLrr+aoa.,aw rd,.roe• Ilnraby Giddy erl Pm Boundary sPvay w U,e a DHSOIbatl Pmpeny,a 1cpn 1bUre eW d my lfngWadr eelki ea,aoerfy Surv"yed Rnmrr„ya « r uleo msro..e. setae on l,r«mm«I ri,mrawemn+e as Nd ` cd * nr wfosbmmrdsdPracticeI— survey a,me& eroaFlodos namoroeze .1 cneWeru».asz Fi«iw MmIrA P COEee, glesaMl 12 2l rbrfde s'aWes Drawn By: R.S File Number:IS.35070FI Legend- C Cw_a PC-ftnlWQMNe CYRbFIIro P9 'P. P Bu1Wi,gTre+are NOLwbe u+eduncon,vurrProper,y Llne,. Fence 0" 1, 1P NOT deaarminM. I ryQa! 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L M hN/aroLength ( Mc) Rfd. Roand Wd Maessaed -Sal'/.-RNae l p-Le>» 23 I 1301 S. International ParkwaySuite 2001 Non XIHi p Typl Lake Mary, Florida 32746 ORB P 011iciel comasBa UE -UEldy E_W Rd wM wear Molar www.lrelandsurveying.com P11 oek ° °";a( ca, e"yal w125 Office-407.678.3366 Fax-407.320.8165