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465 Red Rose Ln 17-2090; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT i1'.J-09a STATEMENT NUMBER: 17100006 BUILDING APPLICATION #: 17-10000634 BUILDING PERMIT NUMBER: 17-10000634 DATE: September 05, 2017 emu r+uuxzbb: KEu KUSE LN 465 21-19-30-510-0000-2980 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DR #350 MAITLAND FL 32751 LAND USE: SFR DETACHED TYPE USE: WORK SPECIAL 4YED ROSECIALNOTES:65RSE LN / LOT 298 SFR DETACHED THORNBROOKE PH 4 FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE --DIST SCHEDRATEUNITSTYPEROADS -ARTERIALS CO - WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS N/ A 1.000 dwl unit 705.00 FIREnRESCUEmily Housing .00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS CO -WIDE ORD 1.000 dwl unit 54.00 Single Family Housing 5,000.00 PARKS 1.000 dwl unit 5,000.00 LAW ENFORCE N/ A 00 DRAINAGE N/A 00 AMOUNT DUE 5, 759.00 STATEMENT Cf% RECEIVED BY: SIGNPLEASEPRINT NAME) DATE: T NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENTMAYRREESULTINYOURLIABILITYFORTHEFEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4- LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE (\ SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL `J ISSUANCE OF ABUILDINGPERRMMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, TO APPEAL THECALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVEBUTNOTLATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. TH9 REQUEST FOR REVIEW MUST MEET THEREOUIREMRNTSnPTURrnTTMTVr.anrn enroT nnu — - wv"Q Ur xU1.Es UUVEKNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLANIMPLEMENTATIONOFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 OOBIBE YIOEEOHRLOOFDHETAETHECUNTYULDINGPERMT NUMBRATTEtOPEFTTISSTATMENT. ISSUEDSWITHINM60TCALENDAR DAYS OVALTHEIRECEIVINGISIGNATTUURRE DATEOABOVE DETAIL OF CALCULATIONAVAILABLE UPON REQUEST. CALL 407-665-7356. i i e1'r Utll ttltl Ilill Illt llil lUl GRANT NALOYr SE(1I40LE COUNTYCLI•i": '1F CIRCUIT COURT h COMPTROLLERBY, 8950 Ps 1515 (1P9s) Parcel ID Number: 11 ^tq"3O—'SID QdQCJ.'a qP0 CLERK'S 4 2017070102 RECORDED 07/11/2017 01:45:38 PMPreparedByKimCarterRECORDINGFEES $10.00 and Taylor Morrison Homes RECORDED BY hdevora_ Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements 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. Description of property : LOT a2 a '/ Legal Description : Thornbrooke Phase i according to the plat thereof, as recorded in Plat Book IL Page 1 77/ of the public records of Seminole County, Florida. Addresses : _ q4d d 020SG. LQiwe- Sanford FL 3 9'7'' r 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. J 4. Fee Simple Title Holder: N.A. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents maybeservedasprovidesby713.13(I)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as providedin713.13(I)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : ? Lo I % Signature of Owner's Agent: Z O.<r hn Asa Wright Taylor Morrison of Florid . Sworn to and subscribed before me this by John Asa Wright who i rs ally known to me. Notary Public DA Clark p 000 1% My commission expires: 6/27/19 R5(CA'tSS1olne27. FF 19 Serial No. FF209108 Notary Signature: * # S JW?.,0,jt 1Y"tetti AND- Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the a3i1r1Frf0epoiL%end thaV •the facts stated in it are true to the best of my knowledge and belief. G1=, is fiP15 C. v f: U-412011 tt JUL 1 1 2017 L CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: !- 7 ` Documented Construction V Value: S 3l9'-153-co Job Address: ''(.*5 e=-d gOr,(_ La t,.2, 5&Jw4 _P7'7r Historic District: Yes No 0 Parcel ID: ;(-19-30- S I u0000-.2 ff 0 Residential U Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE , 4 LOT NUMBER: 961? Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Phone: 407-629-0077 Resident of property? : Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: MAITLAND FL 32751 Fax: NO State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 1 rN4 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that [ 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 [CC 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 donWinco liance withall applicable laws regulating construction and zoning. lb l? i,lGSignaturet DateSignatuofcontractor/Agent Date TAYLOR MORRISON OF FLORIDA INC JOHN ASA WRIGHT Print Owner/Agent's a Print Contrac Ag t' e Signature o otary-State of Florida Date Signa a of Notary -State of Florida Date rar ne D. a CLARK ' : • • • :°` O. a CLARK MY COMMISSION 0 209108 MY COMMISSION 0 FF 209108 * * EXPIRES: June 27, 2019 EXPIRES: June 27, 2019 ent is Person wffiole 40josWarySenlut eo aamNe ayelNoleryser cet Owner/ A g yFg Contractor/Agent is S Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical® Mechanical [Z Plumbing[i Gas[] Roof Construction Type: 4(3 Occupancy Use: e3l Flood Zone: X SQ' q- r•caGNEI Total Sq Ft of Bldg: 7Vo 2A Min. Occupancy Load: 'R # of Stories: 2 New Construction: Electric - # of Amps /<0 Plumbing - # of Fixtures Z-3 Fire Sprinkler Permit: Yes No © # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: ENGINEERING: M, L "L5-11 FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area shown on plan. WASTE WATER: BUILDING: 5F4 -5•t-) Revised: June 30, 2015 Permit Application 0rEF:A , I JUL 1 1 2017,1 BY' CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1, 7 2_& ce, O Documented Construction Value: S (Q60 i Job Address: _'f&6' R_-eol ROSE La 3y?'11 Historic District: Yes No Parcel ED: ,If-19-30- ! 1 u0000-.24f 0 Residential 5 ] Commercial Type of Work: New 2 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE 4 LOT NUMBER: 961? Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: X-e1T- @ '- 11 11 II Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: MAITLAND FL 32751 Fax: State License No.: CBC1257462 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: N/A Address: E-mail: Mortgage Lender: N/A 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in co liance with all applicable laws regulating construction and zoning. Z lb-"l i Signatureo er/Agent Date Signatu of Contractor/Agent Date TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's e Signature o otary-State of Florida Date at Pub D. A. CLARK MY comMISSION 0 FF 209108 EXPIRES: June 27, 2019 Owner/Agent is YF& Person In Produced ID N/A Type of ID JOHN ASA WRIGHT Print Contras Ag t' e Signa a of Notary -State of Florida Date D. A. CtARK AM4" W COMMISSION 0 FF 209108 EXPIRES: June 27,2019 OmWW flwu 84al Notary SeftaContractor/Agent isa 'PES Personally Known to Me or Produced ID NO Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Sly- 7411 WASTEWATER: FIRE: BUILDING: Revised: June 30. 2015 Permit Application O City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 465 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2980 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-2090 Reviewed by: Michael Cash, CFM Date: July 25, 2017 0 a Application for Right -of -Way Use for Driveway, Walkway & Landscape O 7 I pq Department of Planning & Development Services nfor 300 North Park Avenue, Sanford, Florida 32771wwvruMordn.gov Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. 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 Dearly Identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. M vBMW ZoT AV INeCallb Mput:alieeroreyducla 1. Project Location/Address:— L4 (1 P-,*ioi Rio s & 34 N fw 2. Proposed Activity: Driveway El Walkway El Other: 3. Schedule of Work: Start Date r,. Completion Date Emergency Repairs 4. Brief Description of Work: AR!W WAY AIAV re This application is submitted by: Property Owner Signatur ak Print Name: hkYWp . /TA/ MAX hU/IMCJ Address: IS1 ee L, /,S% - 1V Phone: 407-Z -6740 Fax- dga0y1/1¢C QIUG I%/J [ FZW Date: Maintenance Responsibilities/Indemnification The Requester, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adaoenI thereto. Requester may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity. the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public right-of-way. It the Requester does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the right-dwrdy to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, If necessary, file a lien on the Requesloes property to recover costs of restoration. To the fullest extent permitted by taw, Requester agrees to defend, indemnity, and hold harmless the City, its eouncibersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct Indirect or consequential), or Injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its berms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: -7-10 - % This permit shall be posted on the site during construction. 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TAYLOR MORRISON OF FL INC er wuaoour+rV. wdrow Property Address: 465 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary Parcel 21 19-30-510-0000-2980 Owner TA LOR MORRISON OF FL INC Property Address 48 RED ROSE LN SANFORD, FL 32771 Mailing 15 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name Tax District S1 SANFORD DOR Use Code 00 ACANT RESIDENTIAL Exemptions 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 26,050 10 Land Value Ag 0 Just/Market Value " 26.050 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 12,784 0 P&G Adj-------- 0 -- - — Assessed Value 13,266 Tax Amount without SOH: $0.00 2016 Tax Bill Amount $0.00 Tax Estimator m 1FU 70.14 I Save Our Homes Savings: so.00 o ' Does NOT INCLUDE Non Ad Valorem Assessments 6 Seminole County GIS Legal Description - - - - - - LOT 298 THORNBROOKE PHASE 4 PS 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 13,266 s0 13.266 Schools 26.050 s0 26,050 City Sanford - 13.266 0 - - 13.266 SJWM(Saint Johns Water Management) 13.266 0 13.266 CountyBonds 13,266 0 - 13.266 ription Date Book Page Amount Qualified Vac/Imp No Sales Comparable Sales Building Information Permits Permit p Description Agency Amount CO Oats Permit Oats I of 2 7/10/17, 11:55 AM LIMITED POWER OF ATTORNEY DATE: EREBY NAME AND APPOINT: Dauhne Clark, Gustav Botes, Jennifer White, KarenMcAdams, Alison Perrottl, Anthony Perrotti EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 5& v) 1-ogz cm-1 FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : d q SUBDIVISION: -N oru li-IsQaQK9- / ADDRESS: L4QS P,Got koye, L4Kc- SQpv63a'1-LI PARCEL ID:-IC{^?j0- S Q-ooQo- 2 Q o AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. JOHN ASA WRIGHT NAME OF CONTRACTOR.) z a: SIGNOURE OF CONTRACTOR. STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: 7 ' t' d I? BY: JOHN ASA WRIGHT STATE OF FLORIDA COUNTY OF ORANGE. NAME: iGmberly Carter My Commission # FF229021 My Commission Expires 9f72 NOTARY: Who is personally known to me and did not take an oath. 019 SIG TURF OF NOTARY: NOTARY SEAL VII ell dip A : a REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # I"1.- %OqO 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 Address: 4.4 2'tvh 20S t ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final PLUMBfNG PERMIT Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot298T hyornbrookeDaphne3AGLN Street: 4" P cd K4Aj L& -4-- Builder Name: TAYLOR MMORRI ON HOMES J,,pING Permit Office: S4 n pp(( 0 City, State, Zip: FL dtiN+ t Permit Number: # 1 % - 2 0 90 Owner: Jurisdiction: 691500' ORS Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1_1baA2 1. New construction or existing New (From Plans) 9. Wall Types(2805.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft' 3 Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 205.33 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1453.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1453.00 ft' 6. Conditioned floor area above grade (ft') 2600 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. 11. Ducts R= ft Rft' 7. Windows(403.2 sgft.) Description Area a. Sup. Attic, Ret: Attic, AH: Garage 6 290.6 a. U-Factor: Dbl, U=0.34 331.19 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft' Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit a. b. Central Unit 2 SEER:16.00 18 18.0 SEER:16.00 c U-Faclor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:9.00 SHGC- b. Electric Heat Pump 17.5 HSPF:8.50 Area Weighted Average Overhang Depth: 6.617 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2600.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft' b. Conservation features b. Floor Over Other Space R=0 0 1147.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/ Floor Area: 0.155 Total Proposed Modified Loads: 65.64 PASS Total Baseline Loads: 75.31 I hereby certify that the plans and specifications covered by Review of the plans and E ST47, O thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisindicates Code. calculation compliance yam.,,,''' ;,.',.Wk IA* Amst with the Florida Energy Code. Iflff( O PREPARED BY: Before construction is completed a C DATE: 6/8/17 _ __ this building will be inspected for compliance with Section 553.908 a 1 hereby certify that this building, as designed, is in compliance Florida Statutes. DD withtheFloridaEnergyCode. WE OWNER/ AGENT: G BUILDING OFFICIAL: - - DATE: 1-lC- 17 DATE: -?- _S _ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/ 8/2017 9:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot298ThornbrookeDaphne3A Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2600 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing. New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1453 13512.9 2 Block2 1147 10323 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1453 13512.9 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1147 10323 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 130.9 ft 0 1453 ft' 0.51 0 0.49 2 Floor Over Other Space 2nd Floor ___ ____ 1147 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1625 ft' 364 ft' Medium 085 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1453 ft2 N N 6/8/2017 9:36 AM 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) 2nd Floor 38 Blown 1453 ft' 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below Omt To Wall_T.ype R,Value_-Ft-In-_Et-In--Area-_ R-Value__Fraction. Absor._Grade%_ 1 E Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 3 S Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 W 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 7 N Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 8 N Exterior Concrete Block - Int Insul 1st Floor 4.1 18 0 9 4 168.0 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 22 0 9 4 205.3 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In _ Ft In 1 Wood 1 st Floor None 46 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered. Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Faclor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 2 E 2 Metal Low-E Double Yes 0.34 0.31 16.4 ft' 1 ft 0 in 11 1116 in None None 3 E 2 Metal Low-E Double Yes 0.34 031 19.5 ft' 1 ft 0 in 11 ft 6 in None None 4 S 3 Metal Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 5 S 3 Metal Low-E Double Yes 0.34 0.31 22.0 ft' 1 ft 0 in 1 ft 6 in None None 6 S 4 Metal Low-E Double Yes 0.34 0.31 97.6 ft' 11 ft 0 in 0 ft 0 in None None 7 S 4 Metal Low-E Double Yes 0.58 0.32 72.0 ft' 11 ft 0 in 0 ft 0 in None None 8 W 6 Metal Low-E Double Yes 034 0.31 19.5 ft' 1 ft 0 in 11 ft 6 in None None 9 N 7 Metal Low-E Double Yes 0.34 0.31 10.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 10 N 7 Metal Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 11 N 8 Metal Low-E Double Yes 0.34 0.31 24.0 ft' 9 ft 0 in 0 ft 8 in None None 12 N 8 Metal Low-E Double Yes 0.34 0.31 39.1 ft' 9 ft 0 in 0 ft 8 in None None 13 N 8 Metal Low-E Double Yes 0.34 0.31 8.0 ft' 9 It 0 in 0 It 8 in None None 6/8/2017 9.36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 477 ft° 477 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1986.3 109.05 205.08 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF•9 21.8 kBtu/hr 1 HSPF:8.5 17.5 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 18 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS v # Supply --- Location R-Value Area Return --- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 2 Attic 6 290.6 ft Attic 6 229.4 ft Attic 2nd Floor 72.65 ft Default Leakage Garage (Default) (Default) 57.35 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 6/8/2017 9:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan Feb Feb Mar X] Mar JA r j Apr [ Ma [ X] May [ Jun Jun X Jul j Jul X Au j i Au[ jX Se [ Sep [ j Oct Oct j Nov Xj Nov j Dec Xj Dec Ventin Jan Feb X] Mar r [ May [ Jun Jul Aug Se [X] Oct X] Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 8/2017 9:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6 Conditioned floor area (ft') 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. N/A FL, New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=4.1 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=38.0 2600 b. N/A R= Area c. N/A R= 331.19 ft° 11. Ducts a. Sup: Attic, Ret: Attic, AH: Garage b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 ft' Insulation R=0.0 R=0.0 R= 12. Cooling systems ft' a. Central Unit b. Central Unit ft' 13. Heating systems a. Electric Heat Pump 6.617 ft. b. Electric Heat Pump 0.312 Area 14. Hot water systems 1453.00 ft' a. Electric 1147.00 ft' ft2 b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Ai Date: '7 - !O' 1 7 Address of New Home: <ps >e f QG LCity/FL Zip: S twV,- 3 Area 1377. 00 ft2 1222. 70 ft' 205. 33 ft' ft' Area 1453. 00 ft' ft° ft° R ft' 6 290.6 6 229.4 kBtu/ hr Efficiency 25. 2 SEER:16.00 18. 0 SEER:16.00 kBtu/ hr Efficiency 21. 8 HSPF:9.00 17. 5 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat gttE S7, O a coo WE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638- 1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/ 8/2017 9:36 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 I 1' DEL -AIR Manual S Compliance Report Hima-moomilimm Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 18683 Btuh Latent gain: 2385 Btuh Total gain: 21068 Btuh Estimated airflow: 840 cfm Job: Lot298ThombrookeDap... Date: 5/28/2015 By: FJF Entering coil DB: 76.1°F Entering coil WB: 62.9°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 19350 Btuh 104% of load Latent capacity: 3165 Btuh 1330/o of load Total capacity: 22516 Btuh 107% of load SHR: 86% Design Conditions Outdoor design DB: 41.70F Heat loss: 18737 Btuh Entering coil DB: 68.90F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22429 Btuh 120% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.9 kW 107% of load Temp. rise: 66 OF Meets are all requirements of ACCA Manual S. c wri htsoft• 2017-Jun-08 09:34:58 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 oke0aphne3AGLN\Lot298ThornbrookeDaphne3AGLN rup Calc - MJ8 House faces: N DEL -AIR Manual S Compliance Report wma-mcmunm Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR COM For: TAYLOR MORRISON HOMES Design Conditions Job: W298ThombrookeDap... Date: 5/28/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 12632 Btuh Entering coil DB: 78.5°F Outdoor design WB: 76.3°F Latent gain: 2567 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 15198 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBX27UH-018-230'++TDR Actual airflow: 600 cfm Sensible capacity: 14418 Btuh 114% of load Latent capacity: 2743 Btuh 107% of load Total capacity: 17160 Btuh 113% of load SHR: 840/a Design Conditions Outdoor design DB: 41.7°F Heat loss: 11045 Btuh Entering coil DB: 68.90F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBX27UH-018-230'++TDR Actual airflow: 600 cfm Output capacity: 16563 Btuh 1500/a of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 3.2 kW 99% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. At. wri htsoft' 2017-Jun-08 09:34:58 9 Right -Suite® Universal 2017 17.0 16 RSU24011 Page 2 okeDaphne3AGLN%Lot298Thornbrooke0aphne3AGLN.rup Cale - MJ8 House laces: N 1 DEL -AIR Component Constructions IttM-M Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW DEL-AIR.COM For: TAYLOR MORRISON HOMES Job: Lot298ThornbrookeDap... Date: 5/28/2015 By: FJF Location: Indoor: Heating Orlando Intl AR FL, US Indoor temperature (OF) 70 Elevation: 95 ft Design TD (°F) 28 Latitude: 280N Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 Dry bulb (OF) 42 93 Infiltration: Daily range (°F) - 17 (M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int Insh, 2"x6" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Cooling 75 18 50 46.4 Or Area U-value Insult R Htg HTM Loss Clg HTM Gain M emh/IP-"F n'-'F/Bwh Bluhm2 Buh ewhmr Bc,h n 320 0.091 13.0 2.58 824 2.84 908 e 314 0.091 13.0 2.58 807 2.84 890 s 308 0.091 13.0 2.58 793 2.84 873 w 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 n 97 0.201 0 5.69 552 5.27 512 e 305 0.201 0 5.69 1734 5.27 1608 s 204 0.201 0 5.69 1161 5.27 1076 w 321 0.201 0 5.69 1827 5.27 1694 all 927 0.201 0 5.69 5273 5.27 4890 Windows 2A-2om: 2 glazing, Or low-e ouir, air gas, mil no brk frm mat, Or innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 n ft overhang (5 ft window ht, 1.5 It sep.); 6.67 ft head ht e s all IOC-m: 2 glazing, Or low-e ouir, air gas, mtl no brk Irm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 It overhang (8 it n window ht, 0.67 ft sep.); 6.67 ft head ht all 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (6.3 It window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk frm mat, cir innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (5.3 ft window ht, 11.5 it sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk trm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (6.3 ft W window ht, 11.5 ft sep.), 6.67 ft head ht all 187 0.091 13.0 2.58 483 1.44 270 10 0.340 0 9.62 96 10.6 106 30 0.340 0 9.62 289 10.6 317 15 0.340 0 9.62 144 30.4 455 30 0.340 0 9.62 289 10.9 328 85 0.340 0 9.62 818 14.2 1206 24 0.340 0 9.62 231 8.71 209 8 0.340 0 9.62 77 12.4 99 32 0.340 0 9.62 308 9.64 308 39 0.340 0 9.62 374 12.4 483 16 0.340 0 9.62 157 35.7 584 19 0.340 0 9.62 187 35.7 694 19 0.340 0 9.62 187 35.7 694 39 0.340 0 9.62 374 35.7 1388 C wri htsoft" 2017-Jun-08 09:34:58 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 okeDaphne3AGLN%Lot298Thornbrooke0aphne3AGLN.rup Calc - MJ8 House laces: N r 28-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31): 1 ft overhang (3.7 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int lnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 22 0.340 0 9.62 214 12.4 276 97 0.340 0 9.62 935 12.4 1208 72 0.580 0 16.4 1182 16.8 1213 18 0.390 0 11.0 197 12.0 214 1460 0.026 38.0 0.74 1074 1.41 2059 131 0.989 0 28.0 3664 0 0 C wri htsof!" 2017-Jun-08 09:34.58 9 Right-Suile® Universal 2017 17.0 16 RSU24011 Page 2 okeDaphne3AGLN\Lol298Thornbrooke0aphne3AGLN rup Calc - MJ8 House laces N r jDEL -AIR Component Constructions Job: Lot298ThombrookeDap... P Date: 5/28/2015 mum `=cotmmmaro Zone 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Project• • For: TAYLOR MORRISON HOMES Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 17 M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain n= Stuhm= •F n •F/aprh ptuhm2 81uh ewhm= Bwh Walls 13A-2ocs: Blk wall, stucco exl, r-2 ext bd ins, 8" thk, 1/2" gypsum n 97 0.201 0 5.69 552 5.27 512 board int fnsh a 305 0.201 0 5.69 1734 5.27 1608 s 204 0.201 0 5.69 1161 5.27 1076 w 321 0.201 0 5.69 1827 5.27 1694 all 927 0.201 0 5.69 5273 5.27 4890 Partitions 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. 187 0.091 13.0 2.58 483 1.44 270 stud Windows IOC-m: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 24 0.340 0 9.62 231 8.71 209 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (8 it n 8 0.340 0 9.62 77 12.4 99 window ht, 0.67 ft sep.); 6.67 ft head ht all 32 0.340 0 9.62 308 9.64 308 2A-2om: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, Or innr, n 39 0.340 0 9.62 374 12.4 483 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (6.3 ft window ht, 0.67 it sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, Or innr, a 16 0.340 0 9.62 157 35.7 584 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (5.3 it window ht, 11.5 it sep.); 6.67 it head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, a 19 0.340 0 9.62 187 35.7 694 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 it w 19 0.340 0 9.62 187 35.7 694 window ht, 11.5 ft sep.); 6.67 ft head ht all 39 0.340 0 9.62 374 35.7 1388 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 97 0.340 0 9.62 935 12.4 1208 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 It overhang (6.3 it window ht, 0 it sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 it window ht, 0 ft sep.); 6.67 it head ht Doors 11 DO: Door, wd sc type n 18 0.390 0 11.0 197 12.0 214 wri htsoft` 2017-Jun-08 09:34:58 m , t= 9 Right -Suite® Universal 2017 17 0.16 RSU24011 Page 3 oke0aphne3AGLN\Lot298ThornbrookeDaphne3AGLN rup Calc = MJ8 House faces: N Ceilings none) Floors 22A-tpl: fag floor, light dry soil, on grade depth 131 0.989 0 28.0 3664 C Wff l hiSOfi` 2017-Jun-06 09:34:58 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 4 okeDaphne3AGLN%Lot298ThornbrookeDaphne3AGLN.rup Calc - MJ6 House faces N DEL -AIR Component Constructions Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot298ThombrookeDap Date: 5/28/2015 By: FJF Project• • For: TAYLOR MORRISON HOMES Design Conditions Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TO (OF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 17 (M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain m atuhM2-•F ft+-•FBtuh atuhm= atuh atuhm2 awn Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 320 0.091 13.0 2.58 824 2.84 908 Insh, 2"x6" wood frm, 16" o.c. stud a 314 0.091 13.0 2.58 807 2.84 890 s 308 0.091 13.0 2.58 793 2.84 873 w 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 Partitions none) Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 n ft overhang (5 It window ht, 1.5 ft sep.); 6.67 ft head ht e s all 2B-2fm: 2 glazing, clr low-e ouir, air gas, mil no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.7 It window ht, 1.5 ft sep.); 6.67 ft head ht Doors none) Ceilings 168-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors none) 10 0.340 0 9.62 96 10.6 106 30 0.340 0 9.62 289 10.6 317 15 0.340 0 9.62 144 30.4 455 30 0.340 0 9.62 289 10.9 328 85 0.340 0 9.62 818 14.2 1206 22 0.340 0 9.62 214 12.4 276 1460 0.026 38.0 0.74 1074 1.41 2059 wri htsofR• 2017-Jun-08 09:34:58 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 5 oke0aphne3AGLN\Lot298ThornbrookeDaphne3AGLN.rup Calc a MJ8 House faces: N DEL -AIR Project Summary Job: Lot298ThornbrookeDap... 7 Date: 5/28/2015 IEATo10 • Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web. WWW DEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 6/8/17 JA Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 23996 Btuh Ducts 5787 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 29782 Btuh Simplified Average 0 Heating Coolingg Area (ft2) 2600 2600 Volume (ft3) 26762 26762 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 183 94 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 23666 Btuh Ducts 7648 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipment sensible load 31314 Btuh Latent Cooling Equipment Load Sizing Structure 3946 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 4952 Btuh Equipment total load 36266 Btuh Req. total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C Wrl htsoft• 2017-Jun-0809:34.589Right -Suite® Universal 2017 17.0.16 RSU24011 Page 1 oke0aphne3AGLN\Lot298Thornbrooke0aphne3AGLN.Np Cale - MJ8 House laces. N DEL -AIR Project Summary Job: L28/201hombrookeDap... i Y Date: SI28/2015 HUM Zone 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333.2665 Fax: 407.333.3853 web. WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 6/8117 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15614 Btuh Structure 15569 Btuh Ducts 3123 Btuh Ducts 3114 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18737 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 18683 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2385 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh HeathIg Cooling none) Area (ft2) 1453 1453 Equipment latent load 2385 Btuh Volume (tt3) 13622 13622 Air changes/hour 0.38 0.19 Equipment total load 21068 Btuh Equiv. AVF (cfm) 86 44 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 7045677 Coil CBX27UH-024-230'++TDR AH R I ref 7045677 Efficiency 9 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 °F Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point = 37 OF Backup: Input = 6 kW, Output = 20046 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-08 09.34:58 wrightsofft• Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 A..oke0aphne3AGLN1Loi298ThornbrookeDaphne3AGLN.rup Cale- MJ8 House laces: N g 1 DEL -AIR Project Summary Job: Lot298ThornbrookeDap... 7 Date: 5/28/2015 HEaruo • u1 cammmam Zone 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax, 407-333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 6017 JA Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8381 Btuh Structure 8097 Btuh Ducts 2664 Btuh Ducts 4535 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11045 Btuh Use manufacturer's data y Rate/swing multiplier Equipment 1.00 Infiltration sensible load 12632 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 1560 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ft2 1147 1147 Equipment latent load 2567 Btuh Volume ()ft3) 13140 13140 Air changes/hour 0.44 0.23 Equipment total load 15198 Btuh Equiv. AVF (cfm) 97 50 Req. total capacity at 0.75 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-018-23OA20 Cond 14HPX-018-23OA20 AHRI ref 7524632 Coil CBX27UH-018-230'++TDR AH R I ref 7524632 Efficiency 8.5 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 13500 Btuh Heating output 17500 Btuh @ 47°F Latent cooling 4500 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 30 OF Backup: Input = 3 kW, Output = 10970 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofl t• 2017-Ju"8 09.34:589Right -Suite® Universal 2017 17 0.16 RSU24011 Page 3 oke0aphne3AGLN\Lo1298Thornbrooke0aphne3AGLN.rup Calc - M.18 House laces: N DEL -AIR mm • at 000no o Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 53t CODISCO WAY, SANFORD, FL 327C NDIN40ION2665ax: 407.333.3853 Web, WWW DEL -AIR COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name Entire House Zone 1 2 Exposed wall 283.9 It 130.9 It 3 Room height 9.2 it 9.3 It 4 Room dimensions 5 Room area 2920.0 f12 1460.0 02 Ty Construction U•value Or HTM Area (W) Load Area (III Load number BtuWlt2-•F) let III or perimeter (II) Bluh) I or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vj! 12C-Osw 0.091 n 2.58 2.84 360 320 824 908 0 0 0 0 2A• 20m 0.340 n 9.62 10.58 10 0 96 106 0 0 0 0 Imo--- fCi 2A•2om 0.340 n 9.62 10.58 30 0 289 317 0 0 0 0 11 13A. 2ocs 10C- m 0. 201 0. 340 n n 5. 69 9. 62 5. 27 8. 71 168 24 97 0 552 231 512 209 168 24 97 0 552 231 512 209 2A• 2om 0.340 n 9.62 12.44 39 0 374 483 39 0 374 483 2A• 2om 12C- Osw 0. 340 0. 091 n a 9. 62 2. 58 1244 Z84 8 329 0 314 77 807 99 890 8 0 0 0 77 0 99 0 ylI-- G 2A-2om 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 yl 13A-2ocs 0.201 a 5.69 5.27 341 305 1734 1608 341 305 1734 1608 2A- 2om 0.340 a 9.62 35.73 16 0 157 584 16 0 157 584 2A• 2om 0.340 a 9.62 35.73 19 0 187 694 19 0 187 694 V) I 12C-Osw 0.091 s 2.58 Z84 360 308 793 873 0 0 0 0 2A- 2om 0.340 s 9.62 10.93 30 23 289 328 0 0 0 0 2B• 21m 0.340 s 9.62 12.44 22 22 214 276 0 0 0 0 13A- 2ocs 0.201 s 5.69 5.27 373 204 1161 1076 373 204 1161 1076 2A• 2om 0.340 s 9.62 12.44 97 97 935 1208 97 97 935 1208 2A- 2omd 0.580 s 16.41 16.85 72 72 1182 1213 72 72 1182 1213 W 12C-Osw 13A- 2ocs 2A- 2om 0. 091 0 201 0. 340 w w w 2. 58 5. 69 9. 62 Z84 5. 27 35. 73 329 341 19 329 321 0 846 1827 187 932 1694 694 0 341 19 0 321 0 0 1827 187 0 1694 694 fj 12C-Osw 0.091 2.58 1.44 205 187 483 270 205 187 483 270 0 1100 0.390 n 11.04 11.99 18 18 197 214 18 18 197 214 C 168-38ad 0.026 0.74 1.41 1460 1460 1074 2059 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 1460 131 3664 0 1460 131 3664 0 6 c) AED excursion 0 0 Envelope losstgain 18322 17704 12947 10559 12 a) Infiltration 5673 1797 2668 845 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 5 1150 Appliances/ other 30151 1 3015 Subtotal ( lines 6 to 13) 23996 23666 15614 15569 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23996 23666 15614 15569 1151 Duct loadS 1 24% 32% 5787 7648 21% 20% 3123 3114 Total room bad 29782 31314 18737 18683 Air required (cfm) 1440 1440 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriightsc ft- 2017•Jun-08 09:34:58 Right• Suite4D Universal 2017 17.0.16 RSU24011 page 1 okeDaphne3AGLN\ Lot298Thornbrooke0aphne3AGLN rup Calc - MJ8 House faces: N DEL -AIR ttta o • M mmowo Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C9ND407.3 P6IN9ax: 407.333.3853 Web' WWW.DEL•AIR.COM Job: Lot298Thombrooke0aphne... Date: 5/28/2015 By: FJF 1 Room name Zone 2 2 Exposed wall 153.0 It 3 Room height 9.0 It 4 Room dimensions 5 Room area 1460.0 ft2 Ty Construction U-value Or HTM Area (I12) Load Area Load number Btuh/Wl *F) Btuh/III or perimeter (ft) Bluh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vjl 12C-Osw 0 091 n 2.58 2.84 360 320 824 908 2A-20m 0.340 n 9.62 10.58 10 0 96 106 2A-2om 0.340 n 9.62 10.58 30 0 289 317 11 13A.2ocs IOC-m 0.201 0 340 n n 569 962 5.27 8.71 0 0 0 0 0 0 0 0 2A-2om 0 340 n 962 12.44 0 0 0 0 2A-2om 0.340 n 9.62 12.44 0 0 0 0 12C-0sw 0.091 a 2.58 2.84 329 314 807 890 2A-2om 0.340 a 9.62 30.36 15 0 144 455 yJ 13A-2ocs 0.201 a 5.69 5.27 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 yl 12C-0sw 0.091 s 2.58 2.84 360 308 793 873 2A-2om 2B-21m 0.340 0.340 s s 9.62 9.62 10.93 12.44 30 22 23 22 289 214 328 276 v/I 13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 I-CC 2A-2om 0.340 s 9.62 12.44 0 0 0 0 2A-2omd 0.580 s 16.41 16.85 0 0 0 0 W t-G0.201 12C-Osw 13A-2ocs 2A-2om 0.091 0.340 w w w 2.58 5.69 9.62 2.84 5.27 35.73 329 0 0 329 0 0 846 0 0 932 0 0 q 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 1100 0.390 n 11.04 11.99 0 0 0 0 C 16B-38ad 0 026 0.74 1.41 1460 1460 1074 2059 F 22A•tpl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 5376 714$ 12 a) Infiltration 3006 952 b) Room ventilation 0 0 13 Internal gams: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 8381 8097 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 8381 8097 1$ Duct loads 1 320/6 561/6 2664 4535 Total room bad 11045 12632 Air required (cfm) 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c Right•Suite® Universal 2017 17.O.t6 RSU24011 wrlghtsoft' 2017-Jun-08 09:34:58 A okeDaphne3AGLN1Lot298ThornbrookeDaphne3AGLN.rup Calc - MJ8 House faces N page 2 1 DEL -AIR Right-J® Worksheet wff=. M ammom Zone 1 DEL -AIR HEATING & AIR CJDoI N65 531CODISCOWAY, SANFORD, FL 327711ho46ax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot298ThornbrookeDaphne... Date: 5/ 28/2015 By: FJF 1 Room name Zone 1 mstr rm 2 Exposed wall 130.9 It 28.5 It 3 Room height 93 It 9.3 It heat/cool 4 5 Room dimensions Room area 1460.0 112 1.0 x 249.8 It 249.8 It2 Ty Construction U•value Or HTM Area (Its Load Area (III Load number Btut0t2-• F) Btuh/It2) or penmeter (ft) Btuh) I or perimeter ((t) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C- Osw 2A•2om 2A-2bm 0.091 0.340 0.340 n n n 0. 00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1h 13A. 2ocs 0.201 n 5.69 5.27 168 97 552 512 0 0 0 0 11 t0C• m 0 340 n 9.62 8.71 24 0 231 209 0 0 0 0 2A•2om 0 340 n 962 12.44 39 0 374 483 0 0 0 0 2A-2om 12C-0sw 0.340 0.091 n a 9. 62 0.00 12.44 0.00 8 0 0 0 77 0 99 0 0 0 0 0 0 0 0 0 yl L- 0 yJ 2A• 2om 13A-2ocs 0.340 0.201 a a 0. 00 5.69 0.00 5.27 0 341 0 305 0 1734 0 1608 0 149 0 130 0 739 0 685 2A- 2om 0.340 a 9.62 35.73 16 0 157 564 0 0 0 0 I_--GG Vjl 2A- 2om 12C-0sw 0.340 0.091 a s 9. 62 0.00 35.73 0.00 19 0 0 0 187 0 694 0 19 0 0 0 187 0 694 0 L_ GG 2A-2om 2B-21m 0.340 0.340 s s 0. 00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ 13A- 2ocs 0.201 s 5.69 5.27 373 204 1161 1076 117 58 332 308 2A•2om 2A-2omd 0.340 0.580 s s 9. 62 16.41 12.44 16.85 97 72 97 72 935 1182 1208 1213 58 0 58 0 561 0 725 0 W yl C 12C- 0sw 13A-2ocs 2A•2om 0.091 0.201 0.340 w w w 0. 00 5.69 9.62 0.00 527 35. 73 0 341 19 0 321 0 0 1827 187 0 1694 694 0 0 0 0 0 0 0 0 0 0 0 0 q 12C- 0sw 0.091 2.58 1.44 205 187 483 270 0 0 0 0 too 0. 390 n 11.04 11.99 18 18 197 214 0 0 0 0 C 168. 38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A- tpl 0.989 27.99 0.00 1460 131 3664 0 250 29 798 0 6 c) AED excursion 0 65 Envelopeloss/gain 12947 10559 2616 2346 12 a) Infiltration 2668 845 580 184 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 1 230 Appliances/other 130151 600 Subtotal (lines 6 to 13) 15614 1 SSW 3196 3360 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15614 15569 3196 3360 15 Duct bads 120% 20% 3123 3114 209% 20% 639 672 Total room bad 18737 18683 3836 4032 Air required ( cfm) 840 840 172 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c _Fk wrightsoft' 2017-Jun-08 09 34:58 Right -Suite® Universal 2017 17 0.16 RSU24011 Page 3 okeDaphne3AGLN\Lot298ThornbrookeDaphne3AGLN rup Calc - MJ8 House laces: N DEL-AIR rerten • M Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR PqNDITIONINq531CODISCOWAY, SANFORD. FL 327hone: 407-333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot298ThombrookeOaphne... Date: 5/28/2015 By: FJF 1 Room dame msir bth mstr wic 2 Exposed wall 10.9 It 9.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions m Rooarea1.0 x 111.3 It 111.3 It2 1.0 x 47.0 it 47.0 It2 Ty Construction U•value Or HTM Area (III Load Area (It2) Load number Stuh/ WLIF) BtuWIII or perimeter (It) Btuh) or perimeter ((I) Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6% 12C- Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A•2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 II----fC2A•2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 13A- 2ocs t0C•m 0.201 0.340 n n 5. 69 9.62 5.27 8.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 2A•2om 12C-0sw 0.340 0.091 n a 9. 62 0.00 12.44 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 2A•2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 G 1613A- 2ocs 0.201 a 5.69 527 103 86 491 455 89 89 504 468 2A-2om 0.340 a 9.62 3573 16 0 157 584 0 0 0 0 2A-2om 12C-0sw 0.340 0.091 a s 9. 62 0.00 3573 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2B-21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 527 0 0 0 0 0 0 0 0 2A•2om 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 16.41 1685 0 0 0 0 0 0 0 0 W Vy 12C- 0sw 13A•2ocs 0.091 0.201 w w 0. 00 5.69 0.00 5.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2om 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 G R12C- 0sw 0.091 2.58 1.44 107 107 276 155 0 0 0 0 D IIDO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 111 11 306 0 47 10 266 0 6 c) AED excursion 61 10 Envelope loss/gain 1230 1255 770 457 12 a) Infiltration 224 71 193 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 1454 1326 964 519 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1454 1326 964 Sig 15 Duct bads 20% 20% 291 265 20% 20'/e 193 104 Total room bad 1 1745 1 1591 1156622 Air required (cfm) 78 72 52 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -Orl- wrightsoft• 2017•Jun-Jun09:34:58 Right•Suite4D Universal 2017 17.0.16 RSU24011 Page 4 okeDaphne3AGLN\Lo1298ThornbrookeDaphne3AGLN rup Calc - MJ8 House laces: N 1 DEL -AIR rtmm • ai cvmtotoo Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR m 8IN9531CODISCOWAY, SANFORD, FL 327 hND4T0ax: 407-333-3853 Web: WWW.DEL•AIR.COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name mstr we mstr wic int 2 Exposed wall 0 11 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 5. 5 x 3.5 It 19. 3 It2 1. 0 x 39.0 It 39. 0 It2 Ty Construction U-value Or HTM Area (III Load Area (It2) Load number 8tuh/Il2-•F) atuh/ft2) or perimeter (Il) atuh) or perimeter (It) Stuh) Heat Cod Gross N/P/S Heal cod Gross N/P/S Heat Cool 6T 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A• 2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 t 1 13A. 2ocs 1OC- m 0. 201 0. 340 n n 5. 69 9. 62 5. 27 8. 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GI_. GG 2A•2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 y! 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 a 5.69 5.27 0 0 0 0 0 0 0 0 2A- 2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 I_- GG 2A-2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- tom 28- 21m 0. 340 0. 340 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CC16 13A- 2ocs 0.201 s 5.69 5.27 0 0 0 0 0 0 0 0 2A- 2om 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 2A- 2omd 0.580 s 16.41 16.85 0 0 0 0 0 0 0 0 W yl G 12C- Osw 13A- 2ocs 2A- 2om 0. 091 0. 201 0. 340 w w w 0. 00 5. 69 9. 62 0. 00 5. 27 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 2.58 1:44 0 0 0 0 0 0 0 0 0 1100 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 19 0 0 0 39 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 5 5 Subtotal ( lines 6 to 13) 0 5 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribulion 0 0 0 0 14 Subtotal 0 5 0 5 15 Duct loads 1 209/0 1 20% 1 0 1 20% 200/6 0 1 Total room bad 0 6 0 6 Au required (clm) 0 0 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. p - 40- wrightsoft' 2017-Jun-08 09:34:58 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 5 okeDaphne3AGLN\ Lot298ThornbrookeDaphne3AGLN.rup Calc - M.18 House laces: N DEL -AIR rtmro - M armtar a Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR P9NDITIONINq531CODISCOWAY, SANFORD, FL 327hone: 407.333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot 298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name family rm brkfst/kit 2 Exposed wall 16.0 It 36.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 1. 0 x 385.8 It 385. 8 It2 11. 5 x 25.0 It 287. 5 It2 Ty Construction U•value Or HTM Area (It2) Load Area (It2) Load number BtuhAt2-IF) BlutVft2) or perimeter (11) Btuh) or perimeter (IQ Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 1/y 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 11 I3A• 2ocs Ioc• m 0. 201 0. 340 n n 5. 69 9. 62 5. 27 8. 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 yl I-- G 2A- 2om 12C- Osw 0. 340 0. 091 n a 9. 62 0. 00 12. 44 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A• 2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 13A• 2ocs 0.201 a 5.69 5.27 0 0 0 0 0 0 0 0 2A• 2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 2A• 2om 0.340 e 962 35.73 0 0 0 0 0 0 0 0 Vjl L-( 12C- Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A• 2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 28. 21m 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 Val 13A•2ocs 0.201 s 5.69 5.27 149 77 440 408 107 68 389 361 2A- 2om 0.340 s 9.62 12.44 0 0 0 0 39 39 374 483 I--C f 2A-2omd 0.580 s 16.41 16.85 72 72 1182 1213 0 0 0 0 W 12C•Osw 13A• 2ocs 2A- 2om 0. 091 0. 201 0. 340 w w w 0. 00 5. 69 9. 62 000 5. 27 3573 0 0 0 0 0 0 0 0 0 0 0 0 0 233 19 0 214 0 0 1216 187 0 1128 694 R 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 c 168-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.9m 27.99 0.00 386 16 448 0 288 37 1022 0 6 c) AED excursion 57 133 Envelope loss/gain 2069 1563 3188 2799 12 a) Infiltration 326 103 743 235 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/ other 600 1200 Subtotal ( lines 6 to 13) 2395 2956 3931 4234 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2395 2956 3931 4234 15 Duct loads 1 20'/e 1 200/6 479 591 20% 20'/0 786 847 Total room load 2874 3548 4717 5081 Air required (clm) 129 160 1 211 228 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c 41- wrightsoft' 2017-Jun-08 09:34:58 Right- Suile4D Universal 2017 17.O.16 RSU24011 Pape 6 Oke0aphne3AGLN\ Lot298Thornbrooke0aphne3AGLN.rup Cale. MJ8 House faces: N 1 DEL -AIR M oamouo Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR C9NDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name pwdr util 2 Exposed wall 0 11 0 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 6.0 x 6.5 It 39.0 It= 1.0 x 45.3 It 45.3 ft2 Ty Construction U-value Or HTM Area (III Load Area (ft Load number Stuh/Itz.-F) Btuh/III or perimeter (It) Bluh) or perimeter (It) 131uh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 V)I 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.340 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C i 1 13A•2ocs 10C-m 0.201 0.340 n n 5.69 9.62 5.27 8.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 2A-2om 12C-Osw 0.340 0.091 n a 9.62 0.00 12.44 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vjl L-C yl 2A•2om 13A•2ocs 0.340 0.201 a a 0.00 5.69 0.00 5.27 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0GG Vjl 2A-2om 12C-Osw 0.340 0.091 a s 9.62 0.00 35.73 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1_( C 2A-2om 28.21m 0.340 0.340 s s 000 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 0 0 0 0 2A-2om 2A-2omd 0.340 0.580 s s 9 62 16.41 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Vjl G 12C-Osw 13A-2ocs 2A-2om 0.091 0.201 0.340 w w w 0.00 5.69 9.62 0.00 5.27 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fi 12C-Osw 0.091 2.58 1.44 0 0 0 0 56 56 144 81 1100 0.390 n 11.04 11.99 0 0 0 0 0 0 0 00 C 16B-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 39 0 0 0 45 0 0 0 6 c) AED excursion 0 13 Envelope loss/gain 0 0 144 68 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 5 1 600 Subtotal (lines 6 to 13) 0 5 144 668 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 144 668 Duct bads 1 209% 20% 0 1 20% 209% 29 134 r Total room load 0 6 173 801 Air required (cfm) 0 0 8 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c= 2017-Jun-08 09 34:58wrightsoft' Right-SuileO Universal 2017 17.0.16 RSU24011 okeDaphne3AGLN%Lot298Thornbrooke0aphne3AGLN.rup Calc - MJ8 House faces: N DEL-AIR Right-J® Worksheet 111JIMI-Yt Zone 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1 PhoJeD40 333n2s65 ax. 407.333.3853 Web' WWW.DEL•AIR.COM Job: Lot298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name dining 2 Exposed wall 29.5 It 3 Room height 93 It heat/cool 4 5 Room dimensions Room area 1.0 x 236.3 it 236.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area Load number BtutVlta-F) Btuhlftx) or perimeter (It) atuh) or perimeter Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vjl 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 I-CC 2A-2om 0.340 n 0.00 0.00 0 0 0 0 2A•2om 0.340 n 0.00 0.00 0 0 0 0 11 13A.2ocs 1OC-m 0.201 0.340 n n 5.69 9.62 5.27 8.71 168 24 97 0 552 231 512 209 2A-2om 0.340 n 9.62 12.44 39 0 374 483 2A•20m 0.340 n 9.62 12.44 8 0 77 99 V)1 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 G 2A-2om 0.340 a 0.00 0.00 0 0 0 0 yl 13A-2ocs 0.201 a 5.69 5.27 0 0 0 0 2A-2om 0.340 a 9.62 35.73 0 0 0 0 I---- G V612C-Osw 2A-2om 0 340 0.091 a s 9.62 0.00 35.73 0.00 0 0 0 0 0 0 0 0 2A-2om 28-21m 0.340 0.340 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 yJ 13A-2ocs 0.201 s 5.69 5.27 0 0 0 0 I----ff; 2A-2om 0.340 s 9.62 12.44 0 0 0 0 2A-2omd 0.580 s 16.41 16.85 0 0 0 0 W 12C-Osw 13A-2ocs 2A-2om 0.091 0.201 0.340 w w w 0.00 5.69 962 0.00 5.27 35.73 0 107 0 0 107 0 0 610 0 0 566 0 12C-Osw 0.091 2.58 1.44 42 24 62 35 11D0 0.390 n 11.04 11.99 18 18 197 214 C 16B-38ad 0.026 000 0.00 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 236 30 826 0 6 c) AED excursion 48 Envelope loss/gain 2929 2070 12 a) Infiltration 601 190 b) Room ventilation 0 0 13 Internal gains: Occupants ® 230 1 230 Appliances/other 0 Subtotal (lines 6 to 13) 3530 2491 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3530 2491 15 Duct loads 20% 209% 706 498 Total room bad 4236 2989 Air required (cfm) 190 134 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wrighttsc ft- Right•SuiteD Universal 2017 17.0.16 RSU24011 2017•Jun-08 09: 4. 84.. Oke0aphne3AGLN\Lot298Thornbrooke0aphne3AGLN.rup Calc - MJ8 House faces: N Page VDEL--AIRaem•alcaonoro Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR CFJD0336F531CODISCOWAY, SANFORD, FL 327ho47-333.265ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name Zone 2 rrn 4 2 Exposed wall 153.0 It 25.5 If 3 Room height 9.0 It 90 It heat/cod 4 5 Room dimensions mRooarea 1460.0 It2 1. 0 x 152.5 It 1525 ft2 Ty Construction U-value Or HTM Area (ft Load Area (III Load number Stuh/ItZ•F) atuh/ftj or perimeter (It) Bluh) I or perimeter (ft) 8tuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vjl I- fC 12C- 0sw 0.091 n 2.58 2.84 360 320 824 908 99 84 216 238 2A• 2om 2A- 2om 0. 340 0. 340 n n 9. 62 9. 62 10. 58 10. 58 10 30 0 0 96 289 106 317 0 15 0 0 0 144 0 159 11 13A- 2ocs loc- m 0. 201 0. 340 n n 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A• 2om 12C- 0sw 0. 340 0. 091 n a 0. 00 2. 58 0. 00 2. 84 0 329 0 314 0 807 0 890 0 0 0 0 0 0 0 0 VjlI O 2A-2om 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 yl 13A•2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 LAG 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2om 12C- 0sw 0. 340 0. 091 a s 0. 00 2. 58 0. 00 2. 84 0 360 0 308 0 793 0 873 0 0 0 0 0 0 0 0 ti2A•2om 2B- 21m 0. 340 0. 340 s s 962 9. 62 10. 93 IZ44 30 22 23 22 289 214 328 276 0 0 0 0 0 0 0 0 ILS13A- 2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A• 2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A• 2omd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 W yl YLC 12C- 0sw 13A• 2ocs 2A• 2om 0. 091 0. 201 0. 340 w w w 2. 58 0. 00 0. 00 284 0. 00 0. 00 329 0 0 329 0 0 846 0 0 932 0 0 131 0 0 131 0 0 336 0 0 370 0 0 q 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 L- 0 1100 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.74 1.41 1460 1460 1074 2059 153 153 112 215 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 25 Envelope loss/gain 5376 7145 809 958 12 a) Infiltration 3006 952 501 159 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 10 0 Subtotal ( lines 6 to 13) 8381 8097 1310 1116 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8381 8097 1310 1116 15 Duct loads 32% V/- 2664 4535 32% 56%1 416 64 Total room bad 11045 121M 1726 1741 Air required (clm) 600 600 94 m Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. At= - 01.1- wrightsoft' 2017-Jun-08 09:34:58 AMRighl• Swle®Universal 2017 17.0.16 RSU24011 page 9 oke0aphne3AGLN\ Lo1298Thornbrooke0aphne3AGLN.rup Celc - MJ8 House faces: N 1 DEL -AIR rtu o • earmow Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR C9NDITIONINq531CODISCOWAY, SANFORD. FL 3277t hone 407-333.2665 ax: 407.333-3853 Web WWW DEL -AIR COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name foil den 2 Exposed wall 16.5 It 26.5 it 3 Room height 9.0 it heat/cool 9.0 It heat/Cool 4 5 Room dimensions Room area 1.0 x 446.8 It 446.8 02 12.5 x 14.0 it 175.0 f12 Ty Construction U-value Or HTM Area (Itg Load Area (fig Load number Stuh/ItZeF) Bluh/It2) or perimeter (it) Btuh) or perimeter (it) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-0sw 0.091 n 2.58 2.84 149 134 344 379 113 103 264 291 2A-2om 0.340 n 9.62 10.58 0 0 0 0 10 0 96 106 I-CC 2A-2Dm 0.340 n 9.62 10.58 15 0 144 159 0 0 0 0 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 11-G 10C-m 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 n 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 0.091 n a 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 126 0 111 0 286 0 315ILG12C-0sw 2A-2om 0.340 a 9.62 30.36 0 0 0 0 15 0 144 455 yJ 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 L-_(C 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 4)! 2A-2om 12C-0sw 0.340 0.091 a s 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-- G 2A•2om 0.340 s 9.62 10.93 0 0 0 0 0 0 0 0 2B-21m 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A•2omd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 W 4y G 12C-0sw 13A-2ocs 0.091 0.201 w w 2.58 0.00 2.84 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 f 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 1 too 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B•38ad 0.026 0.74 1.41 447 447 329 630 175 175 129 247 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 28 71 Envelope losstgain 817 1140 919 1485 12 a) Infiltration 324 103 521 165 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) 1141 1243 1440 1650 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1141 1243 1440 1650 Duct loads 1 321/6 W/o 1 363 696 32% 56% 458 924 r Total room load I 1 1504 1939 1897 2574 Air required (c(m) 82 92 103 122 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F4A- wrights4aft' 2017-Jun-08 09:34:58 rA Right -Suite® Universal 2017 17.0.16 RSU24011 Page 10 okeDaphne3AGLN%Lot298ThornbrookeDaphne3AGLN.cup Calo = MJ8 House faces: N QEL-AIR Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR 9NDITI( INC531CODISCOWAY, SANFORD, FL 32771 hone: 407.3 -2665 ax 407-333-3853 Web, WWW.DEL-AIR.COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name bth 2 rm 2 2 Exposed wall 9.0 ft 26.0 It 3 Root height 9.0 It heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 5.5 x 9.0 It 49.5 ft2 12.5 x 13.5 It 168.8 112 Ty Construction U-value Or HTM Area (112) Load Area (III Load number Btuh/f(2-OF) Btuh/It2) or perimeter (ft) Bluh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V)I 12C-Osw 0.091 n 2.58 2.84 0 0 0 0 0 0 0 0 I-lt 2A•2om 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 2A-2om 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 11 13A.2ocs 1OC-m 0.201 0.340 n n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 n 000 0.00 0 0 0 0 0 0 0 0 2A-2om 12C-Osw 0.340 0 091 n a 0.00 2.58 0.00 2.84 0 81 0 81 0 209 0 230 0 122 0 122 0 313 0 345yl 2A-2om 0.340 a 9.62 30.36 0 0 0 0 0 0 0 00 Vy 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 I_-GG 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 yl 12C-Osw 0.091 s 2.58 2.84 0 0 0 0 113 98 251 277 2A-2om 0.340 s 9.62 10.93 0 0 0 0 15 12 144 164 I G 2B-21m 0.340 s 9.62 12.44 0 0 0 0 0 0 0 0 13A•2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2omd 0.580 s 0.00 0.00 0 0 0 0 0 0 0 0 W 12C-Osw 13A-2ocs 2A-2om 0.091 0201 0 340 w w w 2.58 0.00 0.00 2.84 000 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16B-38ad 0 026 0.74 1.41 50 50 36 70 169 169 124 238 F 22A-tpI 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 0 Envelope loss/gain 245 292 832 1023 12 a) Infiltration 177 56 511 162 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 422 348 1343 1185 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 422 348 1343 1185 Duct bads 1 32% 1 561/6 1 134 195 329/6 56% 1 427 664 r Total room bad 556 543 1770 1849 Air required (cfm) 30 26 96 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft' 2017-Jun-08 09:34:58 AeeA Right -Suite® Universal 2017 17.0.16 RSU24011 Page 11 okeDaphne3AGLN%Lot298ThornbrookeDaphne3AGLN.rup Cale - MJ8 House faces, N DEL -AIR sum - u1 cvmtaioo Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR 531 COOISCO WAY, SANfORO, FL 3277C1 PhoV ao 3G33niIssNS Fax: 407.333.3853 Web: WWW.OEL•AIR.COM Job: Lot298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name open to below rm 3 2 Exposed wall 16.5 it 24.0 if 3 Room height 90 It heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 16.5 x 16.0 It 264.0 ft2 11.0 x 13.0 it 143.0 fl2 Ty Construction U-value Or HTM Area (fig Load Area (I(q Load number Btuh/ft2-•F) Btuh/fig or perimeter (It) Btuh) or perimeter (it) Bluh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V 12C-0sw 0.091 n 2.58 2.84 0 0 0 0 0 0 0 0 2A-2om 2A-2om 0.340 0.340 n n 9.62 9.62 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II----fC 11 13A-2ocs 100-m 0.201 0.340 n n 0.00 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.340 n 000 0.00 0 0 0 0 0 0 0 0 2A-2om 12C-0sw 0.340 0.091 n a 0.00 2.58 0.00 2.84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vjl 0 2A-2Dm 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 V613A-2ocs 0.201 a 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 2A-2om 120-0sw 0.340 0.091 a s 0.00 2.58 0.00 2.84 0 149 0 126 0 325 0 358 0 99 0 84 0 216 0 238 2A-2om 2B-21m 0.340 0.340 s s 9.62 9.62 10.93 12.44 0 22 0 22 0 214 0 276 15 0 12 0 144 0 164 01--1{' yl 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2om 2A-20md 0.340 0.580 s s 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01-- G W yl t--G 12C-0sw 13A-2ocs 0.091 0.201 w w 2.58 0.00 2.84 0.00 0 0 0 0 0 0 0 0 117 0 117 0 301 0 332 0 2A-2om 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 R 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.74 1.41 264 264 194 372 143 143 105 202 F 22A-tpl 0.9m 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 5 2 Envelope loss/gain 733 1002 767 938 12 a) Infiltration 324 103 471 149 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) 1057 1105 1239 1087 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1057 1105 1239 1087 15 Duct loads 1 32% 56°/- 1 336 619 32% 56% 394 609 Total room bad 1393 1723 1632 1696 Air required (cfm) 76 821 1 89 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c wrlghtsolFt' Right -Suite® Universal 2017 17.0.16 RSU24011 2017•Jun-08 09 9 :18 oke0aphne3AGLN%Lot298Thornbrooke0aphne3AGLN.rup Cale - MJ8 House laces: N DEL-AIR HUM • = eamlm o Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR CFND0ION531CODISCOWAY. SANFORD. FL 327h4665ax: 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF 1 Room name bth 3 2 Exposed wall 9.0 It 3 Room height 9.0 It heat/cool 4 5 Room amerlsioru Room area 1. 0 x 60.5 It 60. 5 ft2 Ty Construction U-value Or HTM Area (lt2) Load Area Load number Stuh/(12-eF) BtutVIII or perimeter (ft) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vjl 12C-Osw 0.091 n 2.58 2.84 0 0 0 0 2A- 2om 0.340 n 9.62 10.58 0 0 0 0 IH---CC 2A•2om 0.340 n 9.62 10.58 0 0 0 0 11- G L-_- GG 13A. 2ocs 10C- m 0. 201 0. 340 n n 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 2A• 2om 0.340 n 0.00 000 0 0 0 0 2A- 2om 12C- Osw 0. 340 0. 091 n a 0. 00 2. 58 0. 00 2. 84 0 0 0 0 0 0 0 0 yl2A• 2om 0.340 a 9.62 30.36 0 0 0 0 Gyl 13A-2ocs 0.201 a 0.00 0.00 0 0 0 0 2A- 2om 0.340 a 0.00 0.00 0 0 0 0 Vjl 2A- 2om 12C- Osw 0. 340 0. 091 a s 0. 00 2. 58 0. 00 2. 84 0 0 0 0 0 0 0 0 L-_-( r^ 2A• 2om 28- 21m 0. 340 0. 340 s s 9. 62 9. 62 10. 93 12. 44 0 0 0 0 0 0 0 0 yl 13A-2ocs 0.201 s 0.00 0.00 0 0 0 0 II---- fCi 2A• 2om 2A- 2omd 0. 340 0. 580 s s 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 W yl 12C- Osw 13A- 2ocs 0. 091 0. 201 w w 2. 58 0. 00 2. 84 0. 00 81 0 81 0 209 0 230 0 2A- 2om 0.340 w 0.00 0.00 0 0 0 0 Gf? 0 12C- Osw 0.091 0.00 0.00 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 C 1613-38ad 0.026 0.74 1.41 61 61 45 85 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 6 Envelope loss/gain 253 307 12 a) Infiltration 177 56 b) Room ventilation 0 0 13 1ntemal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 430 363 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 430 363 15 Duct loads 1 32% 1 56% 1 137 203 Total room load 5671 566 Air required (crm) 31 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 34 A wright54aft' Righl•SuileG Universal 2017 17.0.16 RSU24011 2017 Jun-08 0 :588 oke0aphne3AGLN\ Lo1298Thornbrooke0aphne3AGLN.rup Calc = MJ8 House faces: N Page 13 Job: Lot298ThombrookeDap... 1 DEL -AIR duct System Summary Date: 5/28/2015 1°10 • " Zone 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665 Fax: 407-333.3853 Web, WWW DEL-AIR.COM For: TAYLOR MORRISON HOMES External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.164 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.164 in/100ft 840 cfm 146 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Fig.Egv Ln (ft) Trunk brkfst/kit c 2541 106 114 0.169 7.0 Ox0 VIFx 36.7 105.0 stl brkfst/kit-A c 2541 106 114 0.164 7.0 Ox 0 VIFx 40.9 105.0 SO dining h 4236 190 134 0.182 8.0 Ox0 VIFx 27.1 105.0 stl family rm c 3548 129 160 0.181 8.0 Ox 0 VIFx 27.4 105.0 st2 mstr bth h 1745 78 72 0.205 5.0 Ox 0 VIFx 11.9 105.0 st2 mstr rm C 4032 172 181 0.185 8.0 Ox 0 VIFx 25.0 105.0 st2 mstr we c 6 0 0 0.208 4.0 Ox 0 VIFx 10.5 105.0 st2 mstr wic h 1156 52 28 0.196 4.0 Ox 0 VIFx 17.6 105.0 st2 mstr wic int c 6 0 0 0.200 4.0 Ox 0 VIFx 15.0 105.0 st2 pwdr c 6 0 0 0.290 4.0 Ox 0 VIFx 12.8 70.0 Ltd c 801 8 36 0.310 4.0 Ox 0 VIFx 7.4 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk stl Peak AVF 401 363 0.164 511 12.0 0 x 0 VinlFlx st2 Peak AVF 431 441 0.181 561 12.0 0 x 0 VinlFlx c wri htsoft• 2017-Jun-08 09:35:00 9 Righl-Suile® Universal 2017 17.0.16 RSU24011 Page 1 okeDaphne3AGLN\Lol298ThornbrookeDaphne3AGLN.rup Calc - MJ8 House faces: N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx C wri hLSoft' 2017-Jun-08 09:35:00 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 okeDaphne3AGLN\Lot298ThornbrookeDaphne3AGLN.rup Calc . MJ8 House faces: N 1 DEL -AIR Duct System Summary EAm•m Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.168 in/100ft 600 cfm Job: Lot298ThornbrookeDap... Date: 5/28/2015 By: FJF Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.168 in/100ft 600 cfm 143 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 2 h 556 30 26 0.308 4.0 Ox 0 VIFx 7.8 70.0 bth 3 h 567 31 27 0.178 4.0 Ox 0 VIFx 29.7 105.0 st3 den c 2574 103 122 0.304 6.0 Ox 0 VIFx 9.0 70.0 loft c 1939 82 92 0.276 6.0 Ox 0 VIFx 16.9 70.0 open to below c 1723 76 82 0.282 6.0 Ox 0 VIFx 15.0 70.0 rm 2 h 1770 96 88 0.320 6.0 Ox 0 VIFx 5.0 70.0 rm 3 h 1632 89 81 0.170 6.0 Ox 0 VIFx 36.1 105.0 st3 rm 4 h 1726 94 83 0.168 6.0 Ox 0 VIFx 38.0 105.0 st3 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st3 Peak AVF 213 190 0.168 611 8.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 600 600 0 0 0 0 Ox 0 VIFx c wri htsoft• 2017-Jun-08 09:35:00 9 Right -Suite® Universal 2017 17.0 16 RSU24011 Page 3 A...okeDaphne3AGLN%Lot2S8ThornbrookeDaphne3AGLN rup Calc = MJ8 House laces: N FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot298ThornbrookeDaphne3AGLN Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow Cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/8/2017 9:33 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 6/8/2017 9:32:45 AM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot298ThornbrookeDaphne3AGLN Builder Name: TAYLOR MORRISON HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2600 sq.ft. Cond. Volume: 23836 cu ft. Envelope Leakage Test Results Regression Data: C: Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): E LA: EgLA: ACH: ACH(50): _ S LA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. i i j BUILDING OFFICIAL: DATE: gtiE STgr C••. ` r` u 0 6/8/2017 9:33 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL , 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 R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air IeakageVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)ll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553 99. Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed al the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/8/2017 9:33 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. O 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. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O 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 healing systems to be turned off. 0 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 till angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/8/2017 9:33 AM 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- 1. 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. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O 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. Q R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/8/2017 9:33 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 m wns W 0Rf f.fn 1wuls•naenn.. 7M COkL MASONRY WINDOW SCHEDULE WINDOW INIDTHS t r I Tr Tr v womwruu4u15 f• OM MDN aN DW 1r OM IODN aw DN 4HY NMlf 149m 1191Y 991 oDl1 DY r 4 94 Mf{ rH, f!I i 1991 nwIffl em"Ol u llum Dim 10DID IalIU101MY IIN m mramm so!$R IbB L111pA0[P11MR# 1111E 6 OtDI almw +waHcmtn• OO q1A IDamIa1 42x42 A/C SLAB I MIN 2' FROMROH WALL O N rsw eleua msw weafe j nrrw I Nw nr w 1 tis 1 1 NrpO 1—antufa t!I ' 2.0 TaH W/7KW e2 HIV IPX 1 1 I11.10 plrn20.12 red O :I w AHU KING IN GIRIf[ I Iscrlr0/'M GA• , awlrintm -- r i:ir I f•.r 3' bath duc to wall cap CLEMOWGWDn * w/fan Nutone 696 1rn.neonau.. wlrw I Ya{IO rM°NW.• 1.1I a a10!!{ M ff.p yO ° rr.snrsr{urm II t 1sseflssw arlrleew.rNo.Bp•.OiIr11Wpr.r 141MlIOOIY wwti•Iprsal • nemaluf.f awmsaw wlano tt.011lcs N4S191 WIT 0• 1 fAlmI WOI r• 115 t Ir. HBOB I PkItChe. vMt e . IB r •, •+ o -11 csp B" N 12 IF- ,-r Mf asAIIt. 1 —9 rop Corii-a;n ffI owl r 1 o .sa cvD u+w osm.w. 1149, //' JGL/lJLL/I I wt.4 f I ---------- WAGE m i90 vial® Tronslrr tlu[ts/Brlln In Idencoffpl& V ' Ith.. herld! RtlWrn BI rIInp - 1116021 , 2,Ad,tleReturnW. 1-3 Bvwrurr.r fe.I ioa 1 t.ctDtbn! Xc w.st pr°vltlr unrrs trued I Inch I 1 I 1 VltlrKut On mart t0 IMa1tIalr I 1 rOOwf. 1 1 I 1 1 1 I 1 r+rnfw. Must have a nlnlnun clearance of State Energy code. All duct has an r=6 MA1paNG IFii1D IOW Q i i lV Qi C 00 LLU Z l" ) tllOFdiw• ~ i U LU u) M U O LA LU LJ Y 0 O O Z o C. LEI CC x 0 oOexW0 u) c Q zZmm N H C oLu =N OD oo C la— A uO L- N Rating o F— >1 ca Z 1 LIL 0 W J O m Q m EL J 010 0 r W N If1 NcO fl t` Bulldeer must provide a half door ifor dohucloset I II I I I I IS 1W V/SKV e210V IiM le.10 . pr ror. by mw I 6 c.0 a/e••r0• eMA"2 MMMM3 Y 91 10.6 :ia D.10 r 10.6 fBfa Z w a.. r 6• w.. r7J0.10 r. O to l r r N 3' bath duct es ID.L 1•.c 12.12 np s .1 W W a u? n N N m to roof cap w/fan r : „ „ 13' bath duct l!) Nutone 696RNB ii r •"•• to roof cop Nutone 696RNB Cd 12.12I uiu 6• 6' .sir' 19120w'•.• cOJ."C'd 106 a • l.l..l V) lot".t r b11. mom YupY.p. I Mr N zo ei r. n rra.rr onrraxrm W Oz Y I I O O p Z U-) 1 I 1 I QOM O ILII I j = Na/ LJLJI1 --------------------- r o- +,o CO aso= N-) A ~ 1 11 IIn 11 Rating z 1 I 1 I au.rss Lu • • > Gz IDiIaHBEJOO1- a aa: Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 lnsulatlon value. M EL J N 0 0 3" WASTE LINE FROM 1ND FLOOR TERMINATING TO THE FIRST FLOOR 3" WASTE LINE FROM 1ND FLOOR j I TERMINATING TO THE FIRST FLOOR MASTER BATHAAV AN KITCHEN 3 AAV Lail/ 1 j i POWDER BATH 3•, LT W/M TAYLOR MORRISON HOUSE TYPE: DAPHENE III THORNBROOKE S.F. LOT 298 9G 1ST FLOOR WITH OPTIONAL LAUNDRY TUB A' OPTIONAL SHW BATH 2 4' rim ME OEM EMEMIN MORE mom ON on No No NOIRE MOM NMEEN NEMMIM WE lmmrf'.0 mom MM ONEMI EMISSIONS m No ANSI MAIN MEN BATH 2 FLOOR MOM! ME MENIONE MOM MINIM MONOMm NEIRM MAN WASTE STACK FROM TERMINATING To 1ST MOM3" No MIN Mom mom MOM 9 DESCRIPTION AS FURNISHED: Lot 298, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: LOT 299 5.00, 5.00' Taylor Morrison of Florida, Inc. RECORD COPY LOT 297 N 00010'44 " W ?J ?\ 59.77' 10.27' LOT 298 15.77' 15:7T I B.S.L. 1'YPICAL I COVEREDcPATIO 114.70' — 40.0' 1 PROPOSED RESIDENCE I MODEL: DAPHENE-111 ELEV. A 2 CAR GARAGE LEFT 5.00' 22.0' 16, DRIVE 36.23 J WALK re 3' FLARES S 00"10'44" E 9, 58' 18.0' 1 ENTRY C 114.59' - t4 I I 27.80' w M 0 12 U n CE. a D=89R5038" R=50.00' L=78.40' LC411 C= 70. 61 ' CB=S 45°06'03" E GONG I Zbc o ZONIN5 bATCALCUt= Ok to construct single family home OTLO I RF 6620 with setbacks and impervious area LIVING- 1,453 GARAGE 477 shown on plan. ENTRY 144 LANAI - 400 REDRO)S'E' LANE TRACT I Al( UTILITYAND ACCESS R/W) BREEZEWAY - N/A DRIVEWAY 570 A/C PAD 25 WALKWAY 68 IMPERVIOUS 47.4 3,136 SOD 3.484 SOFT. SO. FT. SOFT. SOFT. SOFT. SO. FT. SOFT. z SO. Fr. R/W = 1,478 SOFT. APRON SO r1r PROPOSED - FINISHED SPOT GRADE ELEVATION PLOT PLAN ONLY 55 SIDEWALK - 831 SO.FT. PER DRAINAGE PLANS BUILDING sETBAcIYs: so0 - 592 so.Fr. w - PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) LOT GRADING TTPE A • REAR - 15' PROPOSED INFORMATION SHOWN AREA - 8.098 SOFT. PROPOSED F.F. PER PLANS — 25.4' ¢ SIDE a 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 625 SOFT. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK - 899 SO.FT. PROPOSED GRADE PER CONSTRUCTION PLAN CLIENT NOT FIELD VERIFIED SOD SO.Fr. CR USIENME'YETR —SCOTT do ASSOC, INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT at- - POINT ON LINE NOTES: F FIELD "P. MMAL got PIPE Int • Pam Or REVOKE CURVAIWE 1. THE YNDD IIED DOES HEREBY COMFY THAT TIES SURVEY MEETS THE SFANCAM OF PRACRCE SET FDRM BY THE FUNt*A OOWO OF IFt IRON ROD rC.C. • MINT ar c"ItumD CURVATURE pROFESSM" SURW#OR5 AND M4pp06 W CNAPIER SJ-17 FLORRTA AOMINMMAnW CODE PURSLWM TO SECTION 472027. FIAR104 STATUE$ CA COMMETE IWINDR RAD. • RADIAL 2. UNLESS EM00M WIN SWA'EYO 'S Sr"TURE AND ONCII-LL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. SET t.R. 1/2, IA •/Rl0 4"6 NA. • /mN-RADIAL J. INS SURVEY WAS P110'ARED FROM MLE WO MATION FURNISHED TO THE SURVEYOR. THOU: MAY 8E OTHER RCMUCtIONS AMPAL RECOVERED VP. • Vin= rmNr MINT OF KGMINo CALL • CALCULATED PAX . ICRNAfOtT KFQOICC Ia1 wwr OR EASEMENTS TNr AFFECT THIS PROPERII: 4. NO UHDEACROUND W VEUEMS MYE BUN LOCATED UNLESS Ol1CO11Y1SC SHOWN. rA.c. MINT or 1.'ONKOCCKgT CENIMINE ff. . rIMISM FLOaR ELEVATION THIS $URVEY 6 PAERWO FOR THE SOLE SD9717 OF THOSE COMFTED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENITTY. , N1.0 lull a DISK I" • WILOtNG XTRACX LILAC 0. onawswe SHOWN Fan THE LOCATION or OIPAOKNEMS mDww SNOIRD Nor BE USED TD ITECCI6TRK'r BoUNDNRr Loam R/W RR $-VAT DA 7. BE41104M ARE 84SED ASSUMED MIIRI AND ON THE INC S40M AS BASE BEIRINO (9&) DRAIN. DAS"NCT LIL USE KARINC L 11"ATIONS IF• SHOW ARE B4SED ON HAT0441. GEOOETC DATUM Or 1029. UNLESS OMERW6NOTED. CUTLL. UTILITY 0. CQMFWATE OF AUMORfL1TON Na 450& CLfC. CHAIN LINK rCHCC C. VDPC/o VMD FENCE COICINITE K= SCALE - 1• 20'__ ORSWH Bri •,• ORDER P.C. 0.1. MINT or CURVATURE MINT or TANCDCT CERTIRED @Y; DATE No_ DESC. ItMI tt0N PLOT PLAN 08-07-2017 2277-17 ARC pL4TAM OR0 GLClKARIIG NORTH THIS BUILDING/PROPERTY DOES. NOT UE WYMIN H THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'KTRM' )l. CRUSENM R.LS. 1 4714 ZONE ' 1(' MAP / 12117C 0055 F. .L;AI SC". LS / 4801 Residential Standard Calculation 912511"? Daphenne III Model y. Version 2014 STEP 1 Article 220.42 & 220.52 RECORD COPY Lenhart Electric Company u, _ 3621 General Lighting load 10,863 VA 8618 N.E. 43rd Way 2 Small Appliance 3,000 VA Wildwood, FL 34785 1 Laundry circuit 1,500 VA P 352-748-5818 F 352-748.3349 Gen.Lgt, Sm App.& Laun. Load 15.363 VA 2IM017 11:00 3.000 VA @ 100%= 3.000 VA 12.363 VA @ 35% = 4,327 VA VA @ 25% = VA STEP 2 Article 220.50 & 220.51 i] General Lighting Demand Load 7,327 VA A/C Condenser & Fixed Eloctric Space Heating CITY 3 to • 4,275 VA AMU 1 7. SkA 8.300 VA 2 • Heating Load 16.600 VA A/C 02 `• VA AMU 2 ESeleectt VA Qh 04, CU Load 10,150 VA AK 03 • VA AMU 3 VA Qb A/C e4 • VA AMU 4 Select • VA Q • Greater of Heat 100% vs.A1C @ 100% 16,600 VA A/C *S VA AMU 5 Select • VA Qty h - STEP 3 Article 220.53 Appliance Demand Load 4,250 VA r- GAS • 1 Water Heater VA 1400vA `• 1 Refrigerator 1.400 VA Dryer Demand Load VA 80ovA '• Freezer VA 200 VA ' 1 Dishwasher 1.200 VA Range Demand Load VA 1127 VA • 1 Disposal 1.127 VA 11540vA • 1 Range Hood 540 VA Service Demand 28,177 VA 41.400VA 1 Microwave 1,400 VA 1,44ovA Central Vac VA Demand Load @ 240V. 1ph 117 A i298VA • Mini Refrig VA 1400VA • Compactor VA Neutral Demand 48 A 12.000 VA • Tankless heater VA IL-.M VA • Wine Cooler VA select Jaeu7i Tub VA MIn.Sorvlee Req. 125 A select Sprinkler VA Htlect Well Pump VA select • Fountain Pump VA select • Elevator VA Pool Equip. Panel VA 100% Demand Other load VA No Demand Other load VA No Demand Total Appliance Load 5,667 VA 4 or more demand @ 75% plus 100% demand loads 4.250 VA STEP 4 Article 220.54 Electric Clothes Dryers STEP 5 Article 220.55 gUILO/,yC Electric Ranges Col C demand 0 or Number of appliances SANE Cooklop Col B demand ORt) Check 8ox for Gas RYVC Cooklop Col B demand O Oven(s) Col 8 demand AgRTtv1 Oven(s) Col B demand Number of appliances 0 Dom. Factor 04ro _ ^ O 0Cooklop & Oven Demand Load W L Pool Panel Feeder Calculation (See Note) Continuous Motors 0 ...... Non continuous 0 ...... Spa heater 11 kVA , . , . , Pool heater 3.5 tonff IPoolheater5ton Pool Light Jsalect 0 Blower select ; d 0 240v olrhor lead 0 240v allhel lord 0 240v min.Copper Pool Feeder AWG A a N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A A A Minimum Panel Rating A I Phase Amperes Neut. load Continuous Non -continuous Motors Motors rsetea • 240v select 9A 240v select 240v sele 1 1 240v select 24N SCIe(1-1.• 240v select 240v VselIrttV240v select QJ 240v select 240v 0.0 Motor Neutral load Max.Unbalanced Neutral Load Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: TB0298 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Taylor Morrison Project Name: TB0296 Model: Daphene III A Tampa, FL 33610 4115 Lot/Block: 298 Subdivision: Thornebrooke Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 139 mph Roof Load: 45.0 psf Floor Load: 55.0 psf This package includes 47 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# Truss Name 16/12/17 Date 1 1 T11342153 1 CO 6/12/17 118 1 T1 13421701 HR02 12 1 T11342154 1 CO2 16/12/17 119 1 T11342171 1 HR03 16/12/17 13 1 T113421551 CO3 16/12/17 120 I T113421721 J01 16/12/17 14 1 T113421561 C04 16/12/17 121 I T11342173 I J02 16/12/17 I 5 IT113421571FOl 6/12/17 22 IT11342174IJ03 6/12/17 6 IT11342158IF03 6/12/17 23 T11342175 J04 6/12/17 7 T11342159 F04 6/12/17 24 IT11342176IJ05 6/12/17 8 IT11342160IF05 6/12/17 125 IT11342177IJ06 6/12/17 19 I T11342161 1 F06 6/12/17 126 I T11342178 I J07 16/12/17 1 110 I T11342162 I F07 16/12/17 27 IT11342179IJ08 16/12/17111 IT11342163IF0816/12/17 128 I T11342180 1 J09 16/12/17 1 112 I T11342164 I F09 1 6/12/17 129 1 T1 1342181 1 R01 16/12/17 1 13 IT113421651FIO 6/ 12/17 130 1 T11342182 1 R02 6/12/17 114 I T11342166 I F11 16/12/1 131 1 T113421831 R03 16/12/17 1 15 IT11342167IF12 6/12/ 17 132 1 T11342184 1 R04 6/12/17 16 IT11342168IF13 6/12/ 17 133 1 T11342185 1 R05 6/12117 117 1 T113421691 HR01 16/12/17 134 1 T113421861 R06 16/12/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/ TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ER P No 39 ' Zp : STATE OF •: W i N A Walter P. firm PE No.22839 MITek USA, Inc. R. Cart 6634 6904 Parke East B14 Tampa FL 33610 Oats: June 12,2017 Finn, Walter 1 of 2 RE: TB0298 - Site Information: Customer Info: Taylor Morrison Project Name: TB0298 Model: Daphene III A Lot/Block: 298 Subdivision: Thornebrooke Address: City: Sanford State: Florida No. I Seal# I Truss Name I Date 35 1 T11342187 1 R07 16/12/17 136 1 T1 1342188 1 R08 1 6/12/17 1 137 1 T113421891 R 10 1 6/12/17 138 1 T113421901 R 11 1 6/12/17 139 1T11342191 1 R12 1 6/12/17 140 1 T11342192 1 R 13 1 6/12/17 141 1 T113421931 R 14 1 6/12/17 I 142 1 T113421941 R 15 1 6/12/17 I 143 1 T113421951 R 16 1 6/12/17 1 144 1 T113421961 RF01 1 6/12/17 1 145 1 T113421971 RF02 1 6/12/17 1 146 1 T113421981 V01 1 6/12/17 1 147 I T113421991 V02 1 6/12/17 1 2of2 o cuss Truss Type Oty T11342t53 T80298 C01 GABLE 1 1 Job Reference (optional) 09 II1 24I 23 22 2 3 ID:8ls7p2vicca4iB9.DL55w0Pz_KS_Vt8fYOR816GCg6mps 1 phnEW NdaLy3g8FCss_lz7?Of om Scale a 1:21.3 4 5 3x4 = 6 7 8 9 10 11 21 20 19 1s 17 16 15 14 13 12 3x4 = 3x4 = 25 4R LOADING (pst) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a rVa 999 BCLL 0.0 Rep Stress Incr YES WS 0.03 Horz(fL) -0.00 12 rVa n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 66 lb FT = 201SF, 1 I%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oC puffins, except BOT CHORD 2x4 SP No.2(flal) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 12-7-12. lb) - Max Grav All reactions 250 lb or less at joint(s) 22. 21, 20, 19, 18, 17, 16, 15, 14. 13 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-04) oc and fastened to each truss with 3-1 Off (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Ved1y dedgn pennroters end READ NOTES ON THIS AND NCLUDEO urrEK REFERANCE PAGE 4111-7479 rev. I4103R015 BEFORE USE Design walkl for use only vAth tAle-k0connectors. Bnh design is be sed only up o n pxfrdrnelers shown. and Is ldx an IndtVidu l trtldkng component, not a truss syslorn. Bolore use. the building d eslgnca must vedly Itw applicability of design parcmolers and proporty InCorporalo this design Into Iho overall building design. Brochg indicated Is to prevent budding of Individual lam web and/or chord members only. Additional temporary and permanent bracing WOW Is always teclulrod 101 stablilly and to lxovonl collapse wllh possiblo personal fryuy and property damage. For goneral guidance tegardfrng the robrlcatlon, stotargo. delivery. erecrlon and Ixacfrlg of lassos and lam syslams, socANSI/IPI I Quality Cdteda, OSS-89 and SCSI Building Component 6904 Parke Easl Blvd Safety information avularxo from truss Rate Instlkao. 218 N. lax: Street Sulte 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type r ly Ply Ttt342t54 T80208 CO2 GABLE 1 1 I Job Reference (optional) DUI19615 r ffflJ —G. .91FIPY, rwm —Y. r,w,vu uaavv om 1 24 23 22 Scale = 1:20.4 2 3 ID:8ls7p2vicca4iB90L55wDPz_POS_VtBfYOR8f6GCg6mpsIphnEWNdaLy3g8FCss__lz79Of 4 5 30 = 6 7 a 9 21 20 19 18 17 16 15 14 13 12 30 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) We rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) We n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(fL) •0.00 14 We We BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 64 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(ilat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3(ilat) REACTIONS. All bearings 12.4-10. Ib) - Max Uplift All uplift 100 lb or less at )olnt(s) 12 Max Grav All reactions 250 lb or less at joint(s) 22. 12, 21, 20. 19. 18, 17, 16, 15, 14, 13 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 6) 'Semi-ngld pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE A07473 rev. 10=020t6 BEFORE USE DesIW1 valkl for use onvy vAth Mlfelt®connoclors. thin deslpat B based oNy union parameters shown, anti is for on frtdiviclu b buldrtg component, sal a tnm system. Before use. the Ixadbtg deslOrar must vedfy the ap111babllty of design pcnanelors and Ixoperly kworporato S1k design blto the overall oNy. Addllonal lornporary and permanent lxaClrlg MOW1xAdhUdesign. Bracing ImIlcolod Is to lxovent buckthg of IndMckxa Inns web and/or chord members Is always rogrlted for slabllty and to rxovont Col")So with poslllo personal k*jry and prop0ny danage. For 90MI01 Guidance fogadtng Me fabricatkxL storage, dolfvory, ereclion arxl txackV of trusses and truss systems. weANSI/FPl I Cttaary Cdledo. DSB-89 and SCSI SullcIN Component 6004 Parka East Blvd. Tarrpa. FL 33610SafetyInformationavailablefromtrigRulebutlMe. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Job ruse Truss Type t y plyJob T11342155 T90298 CO3 GABLE t 1 Reference (optional) o-0 10:8ls7p2vicca4lB9DL55wDPz_POS-SiRWtuR3vzE7q_hzMZY2D ng5OvahW4HUseOXBz7?Oe Scale . 1:40.2 3x4 = 3x6 FP = 3x4 = 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 19 2021 4 q 43 ° P 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 3x6 FP = 30 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) n/a n/a 999 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.01 Ven(rL) We n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(rL) -0.00 22 n/a Na BCDL 5.0 Code FBC2014/rP12007 (Matrix) Weight: 122 lb FT = 2091 F. I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10.0.0 oc purilns, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 24-5-12. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 22, 41, 40, 39, 38, 37, 36. 35. 33, 32. 31. 30, 29, 28. 27,26.25.24.23 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one lace or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4.0 oc. 5) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. 9) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Ved/y dedgn parameters and READ NOTES ON Thn AND INCLUDED ARrEK REFERANCE PAGE AIAL7477 ray. tMMIS BEFORE USE. Des1An valid to use only vAth Ml lek®Conrlectos. Ms ckalgn h based orgy upon parameters shown and !s lot an Individual tAAdhng component. rat a puss syslon. Before use, the budding designor must verify the afxAcab11ty of design rxaamolen old lxoperly Incopotato Bnb doslgn Into the overall budding design. Brachlg lndicalod Is to rxovont buucklhng of Individual truss web and/of chord members only. Additional temporary and permanent trading M iTek' b always requited for stability and to rxovonl collcrue with possello poisoral Injury and lropefly damage. For oonotal guiclanco togardng We IcdrkxllkxL slaogo. delivery, erection and bracing of maws and tins wlems. secANSI/IPI I Cuatiry CAleda, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from trust Hate Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job TIUSS Truss Type r ty PlyJob TI1342t56 TSM98 C04 GABLE I t1 Reference (optional) e 201C uT L 1wA..e1•. Inn Wn .L.n 12 15 19 49 *At 7 Pnn. 1Suddeler'rrfiSoutce.,err4a, t•6Nl ny.R widv. 4d oo .....r..-.._... .. ...---......._. ._._.. __. .___.. __ ID:81s7p2vicca41B9DL55wDPz_POS-SrRWtuR3vzE7q hzMZY20_ng90vYhW5HUseOX8z7?lie om Scale . 1:19.2 1 2 3 4 5 6 7 9 9 10 22 21 171 20 19 1B 17 16 15 14 13 12 11 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Ven(LL) rVa We 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a We 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 Na rVa BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight: 57lb FT = 20?eF, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 20 SP No.3(flat) REACTIONS. All bearings 11-8-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 20, 11, 19, 18. 17. 16, 15, 14. 13. 12 FORCES. (Ib) - Max CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1.4-0 oc. 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3.10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARMING. Ver1/y dedyn prarametors and READ NOTES ON THIS AND INCLUDED dRTEK REFERANCE PAGE ABF7473 rev. 144VA1S BEFORE USE De."n valid lot use only vAth Mltek® connectors. IIAs design is txnLd only upon paanelers stwwn. and Is lot an individual lxAlding component, rat a firm syslom. Before tso, the IxdlcAng ck inet must verity the appl1Cablity of ctuslgrl paameters and Ixopwly ncotpotato MS design into the overall txdc*V doslgn. ®acklg Indicated is to dxovent l.ucaing of individual Iris web and/or chord rrleinbers only. Ackllllorad lempotcay, =1 permanent Ixacing M iTek' 6 always tocpdred lai stability and to Ixevent collolAe with possitAG personal k4ray and Ixopeny damage. For goneral gtddance rogardng the latxlCMkxt storage. delivery, erection and beacing of Irtn3w and Inns systems, seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd. salary Information avallatxe train truss Plato instdMe. 218 N. Lee Street. StAte 312. Alexandria. VA 22314. Tanga. i. 33610 Job Truss Truss Type ' T11342157 T80298 F01 FLOOR 12 l Job Reference (optional) a141 H ; 2-60 2 1 I.Sx3 II 1.Sx3 = 1 Sx3 = 1 3x4 = 2 ID:8ls7p2vtcca4jB9DL55wDPz_POS-wu?u4EShgHM_R8F9vM3HmCJkTO6FOv_R,WLz3ez7?Od 10-12 1.Sx3 11 1.5x3 II 3 4 1 8 S. -. 1.21.8 t.Sx3 II 3x4 = 1.5x3 = 5 6 3x4 = 30 = 3x6 = 13 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.55 BC 0.62 WB 0.31 Matrix) DEFL. In Ven(LL) -0.15 Ven(rL) -0.26 HOrz(TL) 0.02 loc) Vdefl Ud 7-8 >991 360 7-8 >566 240 7 We rVa PLATES GRIP MT20 2441190 Weight: 66lb Fr = 20%aF, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc puffins, except BOT CHORD 2x4 SP No.2(llat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 7=672/0-3-8, 10=678/0-7-4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1356/0, 3.4=-1356/0, 4.5=-1356/0 BOT CHORD 9.10=0/923, 8-9=0/1356, 7.8=0/939 WEBS 2-10— 1077/0, 2-9=0/575, 5-7=-1084/0, 5-8=0/562 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss wllh 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING. Vedly dv agn parameters and READ NOTES ON THIS AND WCLUDED MIEN REFERANCE PACE A19-74n rev. I&MMIS BEFORE USE Oeskfn Wkl lot use only seem Mliek®conrWctors. Ms a eaM is based orgy upon psamotem shown. and is for an hdMdua building comrnnent. not a tans system. Before «so. the Ix/ang desionet must veety the aWicabliIly of do*p txnamoters and properly hcot orafo min design Into the overall bxlalng design. ®ache Indicated Is to prevent buckling of Individual truss web anal/or chord members only. Additional temporary and permanent bradrlg MiTek' h always toed for stability and to prevent calque wllh possible porsoral hpry aryl ptopony damage. For general gtrdiance togadklg the fabrication. storage, delivery, otoclbn and bracing of trusses and miss systems seeANSI/TPI I QuaON Criteria. OSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informaero avat1ab11e Oom tfrm Hate hs,lhAe. 218 N. Leo Slteot. Sulle 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type r T1t342158 T80298 F03 FLOOR 8 t Job Reference (optional) ounuare racrwu.w. ,..rya, I.- a.up, r—.— .—.... 0-1-8 Fi i 2.6.0 1-9.2 ID:8ts7p2vjeea4j89DL55wDPi POS-wu?u4EShgHM_RSF9wH3HmCJIH06kOv6RIWLz3ez7?Od Scale a 1:21.4 15x3 II I.Sx3 = 1.5x3 = 30 = 1.50 II l.Sx3 II 3x4 = 1.5x3 II 1 2 3 4 5 6 2 1 U 3x4 = w w w w w r rrm 1 I r 9 8 3x4 x4 = 3= 7 3x4 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2.0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/rP12007 CSI. TC 0.50 BC 0.59 WS 0.30 Matrix) DEFL. in Ven(LL) -0.13 Ven(TL) -0.24 Horz(rL) 0.02 loc) I/defl Ud 9-10 >999 360 9-10 >610 240 7 rVa n/a PLATES GRIP MT20 244/190 Weight: 64 lb FT = 20%F, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 10=66707.4, 7=667/Mechanlcal FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1316/0, 3.4=-1316/0, 4-5=-1316/0 BOT CHORD 9-10=0/906, 8-9=0/1316, 7.8=0/906 WEBS 2-10= 1057ro, 2.9=0/548, 5.7— 1057/0, 5-8=0/548 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING. vadly dodppn pwwwtara and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE 4r117472 rev. 1414114015 BEFORE USE Design valkl for use only with Mllek® conneclors. this design is lased orgy upon parameters Mown. and Is for an individual "ding component. not a trim syslern. Befao use. the txdldkV doslgnet must vedfy the apdk:aMly of design pxramoters and properly Incaporote this design Into the overall txrtldlg design. 9acfrlo Indicated Is to pxevont budding of Individual truss web aril/or ctard merntors orgy. Additional temporary and permanent txoclrlp M iTek' is always IogWod for slatwlry and to prevent collapse wllh posse personal hpay and pxofeny dam000. For genaaf guidance fegadng the faptk;atkxL storage. delivery, erection and txocing of trusses and frlrss systems, seeANSVMI I Cualily Criteria, OSS-89 and &CSI Building Component 6904 Parke East Blvd Tampa. FL 33610 Solely information ovallatAe from buss Rate kutlMe. 218 N. too Skeet. Suite 312. Alexandria. VA 22314. FUSS Trusr fy ply Tt1342159 IJobTe0299FMlaorderfluxGirder111JobReference (optional) Blnldem FastSaurca, Tampa, Prom City, Flands 33566 7640s Apr le20l6MllakuW.$l,i-JL Man.Nn 12 li:lait"l/ e., ID:BIs7p2vpCCa4IB9DL55wD Pz_POS-P4ZGIaTJRaUr3lgLU_a W JPswkgYg9OmaxAS W b4z7?Oc 1.64 i t. Sx3 II 2 3x4 = 31.50 II 3x4 = 3- 3- 0 30 = Scale - 1: 11.3 LOADING (psf) SPACING- 2-0-0 CS'. OEFL. In plot) I/defl Ud PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.46 Ven(LL) 0.00 5 " * 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.21 Ven(Q -0.02 4-5 >999 240 BCLL 0. 0 Rep Stress Incr NO WB 0.15 Horz(rL) 0.00 4 n/a rlla BCDL 5. 0 Code FBC2014/TPI2007 Matrix) Weight: 20lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flal) TOP CHORD SOT CHORD 20 SP N0.2(I181) WEBS 2x4 SP No.3(Ilat) BOT CHORD REACTIONS. (lb( size) 4=596/Mechanical, 5=596/Mechanical FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=0/425 WEBS 2- 4=-598/0, 2.5=-598/0 Structural wood sheathing directly applied or 3-3-0 oc puffins, except end verticals. Rigid telling directly applied or 10.0-0 oc bracing. NOTES- (6) 1) Refer to girder(s) for truss to truss connections. 2) 'Semi - rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down at 1.7-8 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6)'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 4- 5=-10, 1.3_ 270(F=-170) Concentrated Loads ( lb) Vert: 2=- 317(F) Q WARNWG - Vorlly dedgn parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERANCE PAGE AI&XI" rev. 141162/1016 BEFORE USE wt DWM vaildlotuseonlyvAthMIlekSConreclors. IrYs doslgl Is based only upon pmarnelers shown. and is for an hdh4" bxAdklg cornponeril. n01 a Inrsssysletn. Before use. the IxOd ho de-4nor must vedty ihoappllca1 Ally of desW parametersand Ixopedy ktcorperato trig design kilo Ihooverall txlalrlg design. Bracing Inclicated Is to rxovent txecaklg of k1dlvldlKA last web and/or chord memton only. Addltlonal tempNay and petrncneni lxacklg Welk' Is always required lot slablllly and to Ixevent collgso wllh rxy-"e porsoncd"and properly damage. for general guidance regaalrlg the fcax1calkxl, storage. acilvery. erection anal btcrcklg of messes and Inca systems so"NSI/TPI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Parka East Blvd Salary Information avallaUle Dan [fuss Plate kuffMe. 216 N. Lee Street. Sulle 312. Alexana tl VA 22314. Tampa. FL 33610 Job russ Truss Type ' n'ply E2,6]0 T80298 FOS Floor 1 r Job Reference o bona uT.b ...w...,.... rw.. W.n _Lm f91S•ta•St 'Mt7 Pnen1 Builders FifelSource. Tanga. Fiord udy. Flollda 33566 10 10:8ls7p2vjcca4iB9DL55wDPz POS-P42GIaTJRaUr3lgLU_aWJPswtgUA9PRaxA5Wb4z7?Oc o-, •e H r 2_-6-0 1-7-12 1.3 1.5x3 II 30 = 1.5x3 II 2 3 30 = 4 3x4 = 3x4 = Scale. 1:12.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Ven(LL) -0.05 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.45 Ven(TL) -0.07 7.e >932 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(rL) 0.00 5 n/a rVa BCDL 5.0 Code FBC20141TPI2007 Matrix) Weight: 35lb FT=20%F,11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc pudins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=317/0-5-4, 5=317/Mechanical FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-289/0 BOT CHORD 7-8=0/289, 6-7=0/289, 5-6=0/289 WEBS 2-8=335/0, 3-5=-434/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1Od (0.131' X 3') nails. Strongbacks to be attached to walls at (heir outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Verify dotfpn parameters end READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MO.7472 mv. 1693M16 BEFORE USE. Design Wkf lot use only vAth Mllek® conneclars. Ihts ck--hW S based only urm (xaamelers of Waal and Is la an 6tt11NUKd txddv* component. nor a buss system. Before use, the IxDdklg designor must verify One aplllk oblity of design rxxarrlelen and lxopedy Incorporato this design Into the overall building design. Bracing Indicated IS to P (Oven buckikng of individual truss web and/of chord members only. Addillonal temporary and permonanl l)facing is always roclukod lot slalxitty and to proven collapse with possible personal Injury and lxoperly damage. For genoral gu lacmG regacdng the WOW fabtk c floix storago. delivery, erocllon and txcrckng of frussas and truss syslcmi seeANSI/PPI I CuaOM Criteria. DSS-89 and SCSI SuMng Component Safety Infamnatian avaltablo from Inm Rate kuliMe. 218 N. Lee Stool. Sulto 312. Aiedcondda VA 22314. 6904 Parke East Blvd. Tonpe. FL 33610 T 11342161 T80298 IF06 Buddars Fus,Souica. Tarrpo. P 0.1-8 H 1 1-3-0 3x4 II 1.5x3 = 1.50 = 6x8 = 1 2 6 5 Floor Girder 1.10.4 3x6 II 4x6 II 3 4 IJob 7 640 6 I D:Sls7p2vicca4iB9DL5 2" 3x6 II 4x6 II 5 6 4EiHugfkAgg4 24-0 Ole 1:22.4 3x6 II 4x6 11 1.5x3 7 6 3x4 = US = 1.5x3 II 5x6 = 3x6 = 3x6 = 17 4 LOADING(psf) SPACING- 2-0-0 CST. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Ven(LL) -0.15 11-12 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 0.90 Ven(TL) -0.23 11.12 >672 240 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(fL) 0.03 9 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 90 lb FT = 20*SF, I I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.I (flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 20 SP No. 1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 9=972/0-3-8.14=1011/0-5.4 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1954/0, 3.4=-1954/0, 4-5=-2820(0, 5-6=-2820/0, 6-7=-1778/0 BOT CHORD 13.14=01787, 12-13=0/1954, 11.12=0/1954, 10.11=0/2273, 9-10=0/1256 WEBS 7.9=-1526/0, 7.10=0/809, 6-10=-766/0, 6.11=0/674, 5.11=-1232/0, 4-11=0/1328, 2-14=-1186/0, 2-13=0/1758, 3-13=-1170/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 596 lb down at 6-2-0 on top chord. The designtselection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (0). 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Ven:9-14=-10, 1-8=-100 Concentrated Loads (lb) Vert: 5=-596(F) Q WARNINO - Varlly dedgn pmMetars and READ NOTES ON TNIS AND INCLUDED M/TEK REFERANCE PAGE M114473 rov. 10 XIMIS BEFORE USE 0OSW vdkl tot use only w101 Mltck9conroclors. Inls desiM is based oily upon pwamaters shown. and Is lot an IrxsMclud txBdUV component. not a lens system. Maio use. the IXMCIhV designer must volty the aptxk;alliity of cfetvi parameters atxf Iropxxly Incogwtato this design kilo the overall only. Addlllonal temporary and pouncmnt tracing MOW buldkngdesign. bracing bxscaled is to prevent txrcab Q of h alvIdual Inns web and/or chord membots is always tegt4od lot stoblllty oW to prevent couapse wllh possble personal it" and property damage. lot genetal guidance rogardUlg Ito fatxlcatkM, slotogo. delivery, aoclion rnd bracing of hustos and truss systems SavANSI/IPI I Quality Cdtarla, OSS-69 and 11CSI Building Component 6904 Parks East Blvd. SafNry IMormauon avallablo,torn Truss Rate institute. 218 N. too Streot. Suilo 312. AloxorxMa. VA 22314. Tempo. Fl. 33610 T 113421 F07 IFLOOR 13 0.1.8 Fi 2.6-0 2.2.12 0 11 a Scala . 1:22.4 1.Sx3 II 1.Sx3 = 1.50 II 1.5x3 = 30 = 1 Sx3 II 1.Sx3 II 3x4 = 1.5x3 = 1 2 3 4 5 6 13 4 3x4 = 30 = 3x6 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2.0.0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CS1. TC 0.65 BC 0.67 W B 0.32 Matrix) DEFL. In Ven(LL) -0.18 Ven(fL) -0.29 HOrz(TL) 0.02 loc) Well Ud 7.8 >853 360 7-8 >521 240 7 n/a rVa PLATES GRIP MT20 244/190 Weight: 67lb FT = 2045F, 1 I%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 2x4 SP No.2(I1at) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 7=690/0-3.8, 10=697/0-5-4 FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1421/0, 3.4— 1421/0, 4-5=-1421/0 BOT CHORD 9-10=0/952, 8-9=0/1421, 7-8=0/968 WEBS 2-10— 1111/0.2.9=0/622, 5.7=-1118/0, 5.8=0/608 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi -rigid pi(chbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Off (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNING - Vadly dodpn perameten and READ NOTES ON THIS AND INCLUDED AWFK REFERANCE PACE ar1167473 rev. I"MIS BEFORE USE. OCsIW1 valkl for use ordy vAth MlicM ConoCtas. 111ls dedW is bored a iy ulxm lalameofs gv)wn. and is lot an trayf lu l tAddln0 component. f d Miss syston Before tso, the tx/ldlno designer must verity Ito apdk:c t Ally of designlxoa lXnamalersCPUoperlyIncpak; inh design into lta ovaca btadhlg design. Bracing lnwcalad Is to lxevent I)ucldkV of kKAvk kxA truss web and/of Chard members only. Addtlloral tanporary and porrnanent txachlg MiTe k' is always toWted la slotAlly and to prevent Collgx a vAlh trnsUO posoal Wny and lxoperly damage. For general gulalor co tegardng the fabrlcatbn. storage, delivery, erocllon and Aa txacingofIrtmesandtnmsystotns. seeANSI/TPI I Quality Cdta. OSa-69 and &CSI Su0ding Component 6904 Parka East Blvd safety = matian owAlabte non trim Plate hutlMe. 218 N. Lee Street. Sidle 312. AlexcuVJda. VA 22314. Tanga, FL 33610 Job TruSS rubs r ype ty Ttt342f63 T80298 FOS FLOOR 3 t Job Reference (optional) Builders ForglSource. Taupe. Plant Csy. Fbttda 33S66 0. 1.8 H 26-0 t3-0 I. SX3 II 1. Sx3 = 1. Sx3 = 7 640 a Apr 19 20116 Mirex inausltes. Inc. Mon Jun 1 L t S. i g;52 201 / Pogo r ID: BIs7p2vieca4iB9DL55wDPz_POS-tH7eVwTxCucihSPY2i6irdP?HEmSunfkAgg47W z7?Ob 2- 0.4 2-6.0 I . Sx3 11 I.Sx3 11 2. 6-0 e . 1:25.5 I. Sx3 II LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.85 Ved(LL) -0.22 10.11 >870 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Ved(TL) -0.32 10.11 >598 240 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(rL) 0.04 9 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 85lb Fr = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc pudins, except BOT CHORD 20 SP No. 1(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. ( Ib/size) 9=888/Machanical, 14=888/0-7-4 FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1656/0, 3-4=-2297/0, 4-5=-2297/0, 5-6=-2297/0, 6.7— 1680/0 BOT CHORD 13-14=0/1277, 12.13=0/2022, 11-12=0/2297, 10-11=0/2032, 9.10=0/1280 WEBS 7-9=-1494/0, 7.10=0/635, 6-10=-560/0, 6-11=0/529, 2.14_ 1491/0, 2-13=0/601, 3.13=-561/0, 3.12=0/625, 4- 12= 330/0 NOTES- ( 7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4) ' Semi -rigid pilchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) ' This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q wARNWO - Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MI1.7473 rov. IWWII IS BEFORE USE. Design valid for use only v4m MI lekS connectors. Ms design 6 based orgy upon jxxo nolels shown, and is for an lnd1%"K2 txdcgr* comporenl, not a leas system. Before rise, the Ix0<llng deslgnof mull verify Into <ynplc(AAlty of design pa<xnoers and Ixol)xty Incorpotato this design Into the overall design. eating indicated Is to buckling of IndMdtK1 lnas web and/or chord members orgy. Additional temporary and permanent btcrtng WOW ding Ixeventisalways regthod for stability and to rxevenl collgxo with poss831e personal tVtay and Ixo1mrly damage. For general gtWance regarding the etxkbaleR s101< 00. delivery, election <tn<i bracing of Inisses <vxf tnm systems. sooANSI/1141 Cttallty, Criteria, OSS-89 and SCSI Sullding Component 6804 Parke East Blvd Safety Intormadon avallablo from truss Rate institute, 218 N. too Street. Stdlo 312. AloxcMrlo. VA 22314. Tanya. FL 33610 Job ruse Truss Type t Ply T113421W T80298 F09 FLOOR I 2City 1 Job Reference Lionel u.,n her 9fM7 Pnnn 1 Wichrie FvmSource. Tampa, "am ary, t-INM imoo-- 10:8ls7p2vicea4jBgOL55wDPz_POS•LTg 1 iGUZzCkZIb_kbPd_OgxAKe2GdEztPUadgzz7?Oa 26-0 1.3.0 1f108I2.6-0 2.6-0 I Scale . 1:28.1 I 16-t 6 t6.16 Plate Offsets (XY)-- 111.0-1.8 Edttel 112•0-1-8 Edael LOADING (pst) SPACING- 2.0-0 CST. TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 TCDL 10.0 Lumber DOL 1.00 BC 0.98 BCLL 0.0 Rep Stress Incr YES WB 0.42 BCDL 5.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flal) WEBS 20 SP No.3(flat) REACTIONS. (lb(size) 14=880/0.4.0, 9=880/Mechanlcal I DEFL. In (loc) Well Ud Ven(LL) -0.2210-11 >888 360 Ven(rL) -0.32 10-11 >602 240 Hor2(rL) 0.05 9 r1/a rva PLATES GRIP MT20 244/190 Weight: 83lb FT=200%F, II%E BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins. except end venicals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown.! TOP CHORD 2.3_ 1637/0, 3.4=-2258/0, 4-5=-2258/0, 5-6=-2258/0, 6.7=-1659/0 I BOT CHORD 13-14=0/1264, 12.13=0/1994, 11-12=0/2258, 10-11-0/2007, 9-10=0/1266 WEBS 2-14-1476/0, 7-9=-1477/0, 7.10=0/625, 6-10=-552/0, 2-13=0/592, 3-13=-568/0, 3-12=0/605, 4-12=-327/0, 6-11=0/510 I NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 3) Refer to girder(s) for truss to truss connections. 4) 'Semi -rigid pitchbreaks with fixed heels' Member and fixity model was used In the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each Truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 1 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING . Vedy dettgn pantmetare and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE PAGE A07473 rov. 1612M1S BEFORE USEDesignvallaforuseonlywinMllek®conneclors. Ills deslgn Is basod orgy upon p awatrelets Yawn. aril Is tot an Individual txAdkng cornporenl. not truss system. Before use. the building designer must vedfy the applicability of design Patamebors and property inco r ototo this design into 11e overc/la txAdkV design. Bracing kx2cotod Is to prevent buckling of hK1NkkKA truss web arxf/or ctard members only. Adallioral temporary and formanenl Imac-I ng It always rood lot stability and to prevent collapse Win possible p wuxxl kyury and pxgorfY tlamago. For genoral Guidance rogudkng the WOW fabxk:allom slorago. deltvery. erection and bracing of trusses and trim systems, seeANSlflPl l Quality Cdtedo. DSB49 and BCSI BuWng Component Safety Information avaltable from truss Plate institute. 216 N. Lee Sheol. Sulle 312. Alexandria. VA 22314. 6904 Parke East Blvd. Tampa. FL 33610 Job Truss Truss Type y Ply Ttt342165 T80298 Flo Floor Girder 1 t Job Reference(optional) OUIIoOre FU6IAOUICa, I a1fQa. r r —y, -- —. 1.7.14 j 1-7.14 1I, 3-0 3x6 11 6x8 = 3x6 II US II 1 2 3 4 10:81s7p2vjcca4I89DL55wDPz_POS-LTp1jGUzzCk2lb__kbPd_OgxCXe66d6StPUadgzz7?Oa 2.2.4 Scale . 1:27 5 6x8 = 3x6 II 3x6 11 6x8 11 3x6 II 5 18 6 7 8 20 9 4T 4x6 = 3x6 FP= 5x8 = 5x6 = 1Sx3 II 1.5x3 II 5x6 = Sx8 = 4x6 = LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TP12007 CSI. TC 0.76 BC 0.74 WS 0.90 Matrix) DEFL. In Vert(LL) -0.11 Vert(TL) -0.17 Horz(rL) 0.04 loc) Well Ud 12 >999 360 12 >910 240 10 n/a rVa PLATES MT20 Weight: 109 lb GRIP 244/190 FT = 2001*F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) 'Except' end verticals. 10.16: 2x4 SP M 31(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 20 SP No.3(flat) 6-0-0 oc bracing: 17.18.15-17. REACTIONS. (Ibtsize) 10=2310/Mechanical, 17=2726/3-8-0, 18=-612/3-8-0 Max Uplift I 8=-834(LC 7) Max Grav 10=2311(LC 4), 17=2779(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/2313, 34=0/2313, 4.5= 1078/0, 5-19=-3127/0, 6-19— 3127/0, 6-7= 4238/0, 7-8=-3176/0 BOT CHORD 17-18=-106210. 16-17— 1030/235. 15.16=-1030/235. 14-15=0/2085, 13-14=0(4238, 12-13=0/ 4238, 11-12-0/4238, 10-11=0/2107 WEBS 2-18= 0/1401, 2-17=-1651/0, 4-15--0/1899, 4.17=-2189/0, 5.15=-1869/0, 5.14=0/1616, 6-14= 1677/ 0, 8-11=0/1656, 8-10= 3175/0, 7-11— 1599/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 834 lb uplift at joint 18. 4)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (Pit) Vert: 10-18=- 10, 1.19_ 100, 19.20=-544(F=-444), 9-20=-100 WARNING- VaAIy dodgn peramolore and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE M67473 rev. 160MIS BEFORE USE. Oes01 vatkl for use only wlal Mllek®conneclors. IW de pl is based only ulxxl pcaarnotefs shown. and Is lot an trWNkkal IxAtling cornlronent. not a brm systorn. Beloro uso. lw lxadnU ctr-Agrrer mast verily Ilto cyxAkatAllly of deslgn parameter aW lxolx:dy hcogtoialu 81h duslpn Into lho ovolcll txllding doslgn. Brocklg k0cclled Is to ptevont LxteMlrvj of kWlvk0.td true web and/or chord mornbms only. Ack911orlal lemporay and penrKment tracing MiTek' B alwoys rogllrod for slatAllly and to proven) colla{no wllh possible personal klktry and lxopeny ctanago. for general gtldalce rogac&V me rtdxtcatklrx stotcgo. clolNory, eroclbn oral txctebl0 or Inmos cincl tnm syslerns. screANSI/M I Guallty Criteria, OSB-69 arW 8CSI 8uilding Component 6904 Parka East Blvd. Safety =rrro lon avallablo ban Buss Plolo Inslllute. 218 N. Lao Streel. Sulle 312. Alexa ddo. VA 22314 Tampa, FL 33610 Truss Type H T11342166 tales IT: uss F t Floot 1 1 Job Reference o tional en. s o..... . Builders FusiSource. Tortpa. Plant City. F10600 33566 7.640 6 ny. .. cv.v ....6 .,.....SM42. _ _, __.. ID:eis7p2vicca4lB9DL55wOPz__POS-pfEPvxVBkVSQvAZw97e0w2UWe1c2MnG1deJ 8'F z77O2 1.6-e 1 1.50 11 2 30 = 31 Sx3 11 Scale. 1:113 4 ap30 = 3x4 = 3. 4-0 LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Ven(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.12 Ven(TL) -0.03 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES W B 0.04 Horz(rL) 0.00 4 We We BCDL 5.0 Code FBC2014ITP12007 Matrix) Weight: 20lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3.4-0 oC punins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 4=176/0-4.0, 5=176tO-4-0 FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 3) 1) - Semi-rigid pitchbreakS with fixed heels- Member end fixity model was used in the analysis and design of this truss. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' O WARNING - V dry design jewametare and READ NOrE3 ON rNls AND INCLUDED MrrEK REFERANCE PAGE M117473 rev. 10MMIS BEFORE USE Design Vaikl for use orgy with MI lek® connectors. Ms design Is based only upon paanteters shown. and is (of an U1UMdual bolding component. not a Was system. Before use. the trading deslgnot must verify the appk:abllly of design paameters and ptoredy Incorporate Ihls design Into the overall txdMV design. Bracing Indicated Is to prevent b uckWng of individual truss web axr/ot chord members only. Additional temporary and pemnaonl bracing M iTek' is always required lof stability and to prevent collalm Win possible personal k#fy and property damage. Fa general guidance, regmcing Re, klbfk: alkxn. storage. delivery, erection and txcscing of trusses and trim systems saeANSVTPI I Quality, Criteria. OSS-69 and 6CSI Building Componenl 6904 Parks East Blvd. Safety Information available Rom Ines Rate institute. 218 N. Lee Street. Sulto 312. Aroxanddo. VA 22314. Tampa. FL 33610 Job fuss Truss Type ' ty N T11342167 T80298 IF12 FLOOR 5 1 Job Relerence o ttonal o w...e ...n,,..e...,ya. ten.., „r. ................... 0.1$ F 2.6.0 1 J 0 1.Sx3 II 1.Sx3 = 3x6 = 4x8 = 4x6 = I D:8ls7p2vicca41B8DL55wDPz_POS-plEPwcVBkVsOvAZw978Dw2UMi 1 OoMd71 d8JACPZ770Z I 1.Sx3 II 1.Sx3 11 3x6 FP= p 2.6-0 SFale - 1:43.3 4x6 = 4x6 = 1.Sx3 II 4P 24 23 22 21 20 19 Is 17 16 1D 1. 3x6 = 4x6 = 4x6 = 3x12 MT20HS FP = 4x6 = 44 = 3x6 = I.SKJ SP = 24-1 Od 24.10.4 Plate Offsets (XY)-- 118:0-1.8 Edae) 119.0.1.8 Edael 125:0-1-8 0.1.81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Ven(LL) -0.48 18-19 >617 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Ven(rL) -0.75 18.19 >395 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.14 14 rVa We BCDL 5.0 Code FBC2014/rP12007 Matrix) Weight: 131 lb FT = 2W%F, 1141aE LUMBER- BRACING - TOP CHORD 2x4 SP No. 1(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 4-0.8 oc puffins, except 9.13: 20 SP No.2(flat) end verticals. BOT CHORD 2x4 SP No.1(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 14-20: 2x4 SP M 31(flat) 2-2-0 oc bracing: 19-21. WEBS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 14=1353/0-4-0, 24=1353/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2815/0, 3-4-4095/0, 4.5-4937/0, 5.6=-5371/0, 6.7_ 5371/0, 7.8=-5371/0, 8.9=-4937/0, 9-10=-4937/0, 10-11=-4095/0, 11-12=-2815/0 BOT CHORD 23.24=0/2047, 22.23=0/3552, 21.22=0/4622, 20.21=0/5230, 19.20=0/5230, 18-19=0/5371, 17-18=0/5230, 16-17=0/4622, 15-16=0/3551, 14-15=012048 WEBS 2-24- 2389/0, 12-14— 2390/0, 12-15--0/1218, 11-15-1170/0, 11-16=0/863, 10.16=-837/ 0, 10-17=0/501, 8-17=-522/0, 8.18=-242/640, 7-18=-329/68, 2-23=0/1218, 3-23-1170/ 0.3.22=0/863, 4-22-837/0, 4-21=0/501, 5.21=-520/0, 5-19=-240/639, 6-19=-330/ 67 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x4 MT20 unless otherwise Indicated. 4) The Fabrication Tolerance at Joint 20 = 11 % 5) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNWQ - Vad1y dedgn pmvnar4n end READ NOTES ON TM AND INCLUDED 6UrEK REFERANCE PAGE M0.7473 rev. 160M1S BEFORE USE Design valid for use only Win Mllek®connectots. Ihh doslW is hasod only upon paaometes down. and is for an hdnrldual buWkng comrwrvanL not o hums syslttln. Befoto use. Ito building dostgner rest vedly the cy:Plkoblilty of design Ix3ramelors and Iropedy Incalorato it* design Into Iba overall IxUdtng design. Bachg Indicated Is to Prevent Ixaaing of IxlMdudd Inn web and/or chord mOmuelS OrdY• Addidoto temporary and permanent Iracing WOW R aways requited lot stcItSSlty and to prevent collcgxe with p ossSllo p ersonxl"and Property danoge. Fot Dental guidance regardng Me krtxlcalim staclge, dorNery. erection and bracing of tnsses axr fnas systems soeANSI/FPI I Quality Criteda, DSB-89 and SCSI Sulkilny Component 6904 Parka East Blvd satery Irdotmatlon avtllotxe Iran truss Plate Institute. 218 N. too Stwel. Sulto 312. Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type ' 1Yply Tn34216e T80298 F13 FLOOR 6 t Job Reference(optional) auuaan rusww cs, u rye. r,um v r, ,V„w mow.... 0•t•9 2.6-0 2 3x4 = 0 10:8ls7p2vjcca41B9DL55wOPz__POS•Hson7yWgVp?HYv86jgfSTFOW ARo05A1Aso3kkrz7'IGY 2-3-12 1-1 Scale . 1:20.2 1.50 II 1.5x3 II 30 = 1.SK3 II 3 4 5 6 r e e B fA g S S 30 = sra = 30 = 30 = 11$4 11.9.4 Plate Offsets MY)— 18:0-1-8 Edael 19.0-1.8 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Ven(LL) -0.19 9.10 >737 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Ven(TL) -0.34 9-10 >407 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(fL) 0.02 7 n/a rVa BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 60lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(ilal) TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 10=629/0-7-4, 7=629/0-4.0 FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1139/0, 3.4_ 1139/0, 4-5= 1139/0 BOT CHORD 9-10=0/839, 8.9=0/1139, 7-8=0/846 WEBS 2-10=-979/0, 2-9=0/446, 5-7=-988/0, 5-8=0/564, 4-8=-339/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING • Vedy design parameras and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE M ll-7473 rev. 1442,2015 BEFORE USE. Design valid for use only vAth Ml I0M Conrerctors. Bnb design b trod only upon paramotets Shown. and b tot an indivi uai minding component. not o frtrss systern. Beloto roe. Ira tx/ktrnd deslgrtet must verify trio cptptlkat)llly of cleslgt lxaa netots and propedy ncofMoto 0nb closlgn Into Iho overall Ac"llorial lompaaty and Ixacing M iTek' txading design. Bracing I ndlcalod Is to lxevent bucldkV of trWMdrxd miss web and/a chard motribers only. petrreanenl b always regtslrod la stat6lty and to lxevent coltgxso wllh posdAe 1, somortal May and Ixolterty d®noge Fa general gtkkinco regrading mo fatxk:atkxn. staago. clollvory, otoctbn and Ixaclrtg of tames and Ines sysforns, soeANSI/1PI I Quality CAledo, DS8-89 and SCSI Bullding Component 6004 Parke East Blvd Safely IrdannaBon ovallatxo from ftuss Plato Institute. 216 N. too Sfreet. Srdto 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Typeply Ttt342f69 T80299 HROt DIAGONAL HIP GIRDER 2 1 Job Reference(optional) BWldam F116150u1Ce. Tampa. Plant Gey, Fleece 3:t0aa +v a ..y. .. .., .., ....... ............. .... .•... ..._ . _.. _ __ __ .. I D:81s7p2vfcca4lB9DL55wDPz__POS-Hson7yW qVp?HYv86ig(STFOaf Rlg58hAso3kkrz7?OY 1.5-0 6.2.11 9.9.6 1•S-0 6.2.11 3$10 Scale - 1:22.0 3x6 = 3x6 = LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Ven(LL) 0.17 5-8 696 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) 0.51 5.8 226 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.22 Horz(TL) 0.01 5 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=482/0-8-2, 5=676/Mechanical Max Horz 2=207(LC 4) Max Uplift2=-116(LC 4). 5=-242(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-026/135 BOT CHORD 2-5=-275/563 WEBS 3-5=-615/327 Structural wood sheathing directly applied or 5-2-6 oc puffins, except end venlcals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.0psf; h=25f1; Cat. II; Exp C; End., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 2 and 242 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B). 8) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-70 Trapezoidal Loads (pit) Vert. 2=0(F=35, B=35)-to-4=-171(F=-51, B=-51), 6=0(F=10, B=10)-t0-5=-49(F=-14, B_ 14) Q WARNwa • v*dty dedpn parameters end READ NOTES ON THIS AND INCLUDED 4r?EK REFERANCE PAGE 111067473 rov. IMMIS BEFORE USE Design valld rot use only with Mllok® connectors. hits design Is bosod only upon paarnetors shown. and Is rot an Individual building component, not a Inns system. Before use, the Wilding designer must vedry the c"Aicabllry or designs paameters and Ixolxxly Maori otalo this design Into the overall building design. BroGng Indicated Is to rxevenl buckling of Individual Ills web and/or chord mernlwrs only. Addlkxvl temporary and permanonl tXcr- tg MiTek' Is always rood kx slobally and to Ixovent collapse with posdAe personal hyuy and poperty damage. ra general guidance regarding the IatxlColbn. storage. clelivery. erection ctnd txachtg of trusses ad truss systerns, soeANSI/IPI I Cuallty Cdtedd. OSS-89 and 6CSI euuftg Component 6904 Parke East Blvd. Tampa, FL 33610 Sarery Intormotlon avaeado Ram truss Rate Institute. 218 N. Lee Street. Sullo 312. Atexandllo. VA 22314. Job russ type Ttt342170 T80298 HR02 j. ruSS DIAGONAL HIP GIRDER 2 1 Job Refererxe o bone I..w 19 Sla•SS a1] Pnnn t Hrrlaers F01910 MG, lelfge. 1-wm .ny, rRllun .aaavv-._-... .___._._..__._ ___ -- I D:BIs7p2vjcca4lB9DL55wOPz_POS-12M9LIXSG77693jJHXAhOTZIGr6agfOJSSoHGHz7TOX 1 7-1.4 9.9.5 1- 5 7.1.4 2-0-1 Style - 1:21.0 20 11 3x6 = 3xe = LOADING (psi) SPACING- 210-0 CSI. DEFL. in roc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL .25 TC 0.60 Ven(LL) 0.15 5-8 771 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) 0.49 5-8 238 ISO BCLL 0.0 ' Rep Stress Incr NO W B 0.19 Horz(rL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 39 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=491/0-10-15, 5=667/Mechanical Max Horz2=137(LC 4) Max Uplifl2=-148(LC 4), 5=-204(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-751/212 BOT CHORD 2.5= 293/703 WEBS 3-5=-767/361 Structural wood sheathing directly applied or 5.1.1 oc punins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDl-=4.2psh BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 2 and 204 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-70 Trapezoidal Loads (pit) Vert: 2=0(F=35, B=35)-to-4=-171(F=-51, B— 51), 6=0(F=10, B=10)-to-5=-49(F=-14, 8=-14) 0 WARNING. Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M0.7477 rev. I0N]QOIS BEFORE USE. DOAP vdkl for use only w11h Ml lek®connectols. Ihls design b tXned orYy upon rotomelers shown, and Is for an kxOAducd building component, not a taas system. Belofo use. Iho Ixdd o cposlgner must verify Iho apxtllcoUClty of design Imcumlm and pooetly incogotate M clesign Into tho overall Ixading design. Bracing 1rxllcated Is to lxovent WeIrUng of kl Wud truss web and/or curd members oNy. Adcdflonal Iempolay and permanent txacuv WOW Is always requked for stablilty, and to pxovonl callarm vAIh possible persortcr IMay arW poperty damage. For general glkkmo rogaldng fho fCaxlcatbn, storctgo. c#ottv". oroction arxp bracing of fnrsses and trips syslems, sooANSI/IPI I GuaIIN Cdtedo, OSS-89 and SCSI Building component 6904 Parke East Blvd Safety Information av "A0 from truss Plato Wiluto. 218 N. Leo Street. Sllto 312, AlexaWda. VA 22314. Tampa. FL 3360 NR03 I ROOF SPECIAL GIRDER 12 I 1 I .. _ _ T11342171 1.5-0 0.9.13 1-5-0 0.9.13 Seale . 1:6.8 2x4 = f}9• f 3 0.9.13 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ven(LL) -0.00 2 >999 240 MT20 244/190 TCOL 15.0 Lumber DOL 1.25 BC 0.00 Ven(rL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(rL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0.9-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 2=371/0-8.0, 4=5/Mechanical, 3=-21 1 /Mechanical Max Horz2=39(LC 4) Max Uplift2=-266(LC 4), 3=-211(LC 1) Max Grav2=371(LC 1), 4=9(LC 3), 3=160(LC 4) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10'. Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpl=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2.0.0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 2 and 211 lb uplift at joint 3. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING • Verily dedpn Peremefen rand READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MO.7472 rev. I&WMf6 BEFORE USE. Dr,-Jgn valkl rot use only with MIlok®conrwctots. Ms design Is Ixwd only upon Ixuamotets shown. and Is tot an IrxONdal lAddi g component. not a furs syslotn, lelote rue. the bdkg g designs must verify the otKAlcal 111y of design Ioranelets and {xopusly Incogotato M design Into the ovotall Inns orgy. Additional temporary ail pofmanenl dating MiTek' LxAd t ng design. Bracing Indcoted is to pxevenl lxrcWing of Indlvkkal web and/or chard manbefs Is dways tettuhod got stahhlly, and to pevent collaime with possilAo pxatsorat klkay and Ixoperty danago. fa oonotal guidance tegad Ing the Idrtxk;alkxr. storage, delivery. erection dint Ixachng o1 trusses aril Mrs systoms. seeANSI/IPI I Quality Crlledo. OSB-O9 and SCSI Building Component e Ernst Blvd. 6904 ParktkEam Safety Information avtllado stain Ituss Rate huOlute. 216 N. Lee Sltoot. SWIo 312. Alexandda. VA 22314. To n".33610 T80298 Jim T113421 1.00 1 0.10.16 1-0-0 0.10.15 ' 2x4 = Scale . 1:6.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a We SCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 5 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc punlns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ibtsize) 3=-16/Mechanical, 2=157/0.6-0, 4=$/Mechanical Max Horz2=35(LC 12) Max Uplift3=-16(LC 1), 2— 50(LC 12) Max Grav3=16(LC 8), 2=157(LC 1), 4=17(LC 3) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=5.0psf; h=25ft; Cat. 11; Exp Q Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3 and 50 lb uplift at joint 2. 6)'Semi-dgld pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7)'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING - Verity dodpn parameter and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE ND7473 mv. I&M,2015 BEFORE USE. Da*ln valid la use orgy with Mllek®connoclots. Ms design is used orgy up on parameters shown. artd Is lox an hdlvidtral Wilding component, nor a Tits syslem. Betao use. the trudtrtg deslgnef must verify Iho ap1p111CCdAlry of doaM paxomelors and lxoperiy 6tcorlexole thisdesign Into the ovorcll txAc& V doslgn. Dating WKftated is to prevent bucahg o1 hdNklurn IR= web ax1/a chard members orgy. Adcfllkrai temporary and permcr ont txaGng WOW t always te%&od Ia slahllty a,4 to prevent collgx+e with possble personal"O W ptopody damage. nor genotal gtldatce tegading Ire KOxk: atlon. sloxcrgo, dollvery. eroction and txocktg of fmmes and hiss systerns. secANSI/M I Quality Cdtwla, OSB-89 and BCSI Building Component 6904 Parks East Blvd. Safety Intormatlon awAalrle trotn Truss Plato Irtstllute. 218 N. Leo Street, Sulto 312. Alerranddo. VA 22314. Tampa. FL 33610 Job Truss Ttuss Type aty Fly T11342173 T80298 J02 JACK -OPEN 8 1 Job Reference(optional) Outlaws Fusflsoutce. I arlpa, rram Vrry. aortae aaaoo ..55wD .r..___DEw _..X41 ----- T10:81s7p2vjcce4j890L55wOPz_POS-OEwXYdX410F7n01VgFhwYg6lLfdP282TJ6Y(pkz7?OW 1-0-0 2-10.15 I-0-o 2.10.15 Scale: I'-V is 2x4 = 2-10-15 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Ven(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Ven(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrl(fL) -0.00 3 n/a rda BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=70/Mechanical, 2=225/0.6.0, 4=26/Mechanical Max Horz 2=76(LC 12) Max Uplift3=-51(LC 12).2=-52(LC 12) Max Grav3=70(LC 1). 2=225(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc purlins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.0psf; h=25f1; Cat. II; Exp C; Encl.. GCpl=0.18,. MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0.0, Interlor(1) 2.0.0 to 2-10.3 zone; cantllever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord five load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2.0.0 wide will fit between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3 and 52 lb uplift at joint 2. 6)'Semi-dgld plichbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING. Verily dodgn p1mmeton and READ NOTES ON THIS ANO INCLUDED AMEK REFERANCE PAGE tl11,74173 mv. I d1CMI S BEFORE USE Design vadkd lot use only vAth Mltek8 connectos. this deslon 61>ased orgy upon pxaanrotets sruovm. and is to an kxflvlducd IxAdlrlg component. not a htas systoin. Before, 1ao. Iho tx/king designer must verity the appllcaLAlIy of <feAl n "conelers awl popedy hlcotpotate Ih6 down Into Ito overall txfiMV design. Mating In icalod Is to prevent UucldbV of hfdWtKd farss web and/or chord mornb is only. AWIlon l tonpotaty, and petmanenl Ixactmg Welk' Is always roclUred lot stability and to prevent concise with possbie, rotsoot " and txoperty damage. For general guidance tegacing the fatxlcalkxn, slotago. adivery, erection curd btacing of ttussas and trtm systems. 3WANSI/IPI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovallablo train Itu ss Rate Institute. 218 N. Loa Streol. Suite 312. Alexandria. VA 22314 Torrpa. FL 33610 Truss Truss Type Ttt342174P298IJACK-OPEN B 1 Job Reference(optional) Butiders FlrsiSMICe. romps. mard Gay. mottaa 7;zbb ..v.v...y......... ....... ..._....__. ..._ ..._.. __..._ ._.. .. I0:8ls7p2vicca41B90L55wDPz_POS-DEwXYdX4I&V9niIVgFhwYg6yTFaXZ8ZTJ6Yrpkz7?OW 1 0-0 4.10.15 t 1.0-0 4.10-IS ' 2x4 = 4.10-15 Scale. 1:17.1 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Ven(rL) 0.07 2-4 823 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc puffins. SOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( Ib/size) 3=149/Mechanical, 2=306/0-6-0, 4=46/Mechanlcal Max Horz 2=117(LC 12) MaxUp1i113=- 99(LC 12).2=-61(LC 12) Max Grav3=149(LC 1), 2=306(LC 1), 4=92(LC 3) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDt-=4.2ps1; BCOL=S.Opsf,. h=251t; Cat. II; Exp C; Encl.. GCpi=0.18, MWFRS ( envelope) and C-C Exterlor(2) -1-0-0 to 2-0-0, Intedor(l) 2.0-0 to 4-10-3 zone: cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 61 lb uplift at joint 2. 6) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of (his truss. 7) ' This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG - Verity dedgn parameters and READ NOTES ON TN1S AND INCLUDED mnEK REFERANCE PAGE AIJILUn rev. I M3,201S BEFORE USE. Design valid lot use only win Mllek®conneclors this design is txaed only ups p aneters shawl. and Is lot an Individual building component. not a utiss systom. Before use. the IxBdino deslger must vedfy Iho ap pIICa1AIIV of design pxraneters and pxopetly hxorlorato I1nh doslpn Inlo the overall bBding dostgn. Bracing Indicated Is to prevent bucidUp of IndNkkKs IRM web and/of chord members only Adclilo(O ICYnpotoryaKl pxxrnanont lxacbv M iTek' is always iogUtod ton skdAlty and to prevent collapse Win possBxe personal tr>key and pop -My damage. For general guidance regarding the ko tcotion, storage, dellvery. erection and bxaCing of Musses and Inns systems SMANSVIP1I QtpBty Criteria, OSS-89 and BCSI Building Component 6204 Parke East Blvd. Tarrps. FL 33610 Safety InformationavallalxofromtrussRateInstitute. 218 N. too Street. Suilo 312. Alexandria. VA 22314. Job Truss Truss Type ty Ply T11342175 T80298 J04 JACK -OPEN 28 t Job Reference(optional) Burldere l=irst5ource. iarrpo, tram cny, rtorra4 33bub ID:BIs7p2vlcca4i89DL55wDPz_POS.hRUwmzYiokNsPNthOyC95ue2utsElbp it HOLAz77OV 1-0-0 7'" i—o 740 3x6 = LOADING (psQ SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 TCDL 15.0 Lumber DOL 1.25 BC 0.55 BCLL 0.0 ' Rep Stress Incr YES we 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/size) 3=207/Mechanical, 2=397/0.6.0, 4=86/Mechanical Max Horz 2=161(LC 12) Max Up1ilt3_ 124(LC 12), 2— 73(LC 12) Max Grav3=207(LC 1), 2=397(LC 1), 4=129(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale . 1:22.2 DEFL. in loc) Well Ud PLATES GRIP Ven(LL) 0.12 2-4 683 240 MT20 244/190 Ven(TL) 0.29 2-4 277 180 Horz(rL) 0.00 3 rVa n/a Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf: h=25ft,, Cat. If: Expe C; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2.0.0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 3 and 73lb uplift at joint 2. 6)'Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this (russ. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Vedly dedpn Peremetmt end READ NOTES ON 17163 AND INCLUOEO WTEK REFERANCE PAGE NO.7472 rev. 1603"IS BEFORE USE LV-JW vaekl lot use only wpm W lek9 connectors. Ms doslgl k tXmd only upon Ir tamotersshown. and Is tot al hdivkkgl bukllrvj component. not a thtas solotn. Before use. the brg tBdcloslgrar mustverify tho glplbat111ty o1 cle*p pxnanators aril Ixopelly lncorpaate thisdesign Into the overall txOdhng dosIgn. Bracing andlcaled Is to Ixovent buddirg of Individual tries web and/or chard rnamt>m only. AdcYtkmal lernpxxay and permanent btackV MiTek' Is a woos togthed loe statAlty and to pxevent collq)so with possible pwsonal tVr+y and rxopL-dy danago. For Oeratal gtickmo iegadhng the talxkbalim storage, cbtivery, erection arxt hrcrckg of tnrnm and trans systorns. S00ANSI/I14I Gua9M Criteria, DSB-89 and SCSI 8ullding Component 6904 Peeks Ease Blvd. Safety Intomeallon avdlatAe eom truss Rate Institute, 218 N. too Sheet. Sullo 312. Ate¢arvJda. VA 22314. Tanpa, FL 33610 Job Truss Truss Type ty T11342176 T80298 J05 JACK -OPEN 4 1 Job Reference(optional) o.. tsurlders "IrlbourcC t arrpa. rram t,ny. mrwa 4sa99 -.. _ ..r.. _ __._ ..... _.. - -_ '-' —'-- -- - - - - I D:8ls7p2vjcca4lB9DL55wDPz_POS-hRUwm zYiaNS PNthOyC95ueDd_FI bpcYm HOLAz79OV 1.0.0 1.10.15 1.0.0 1-10.IS Scale . 1:7.7 20 = 1.10.15 LOADING (psf) SPACING- 2.0-0 CS1. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Ven(LL) -0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 SC 0.04 Ven(TL) -0.00 2.4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 rVa rVa BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 8lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.10-15 oc punins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=42/Mechanical, 2=179/0-8-0, 4=18/Mechanical Max Horz 2=46(LC 8) Max Uplifl3=-27(LC 12), 2=-91(LC 8) Max Grav3=42(LC 1), 2=179(LC 1), 4=37(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsf; h=25fl; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 91 lb uplift at joint 2. 6) 'Semi -rigid pilchbreakS with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING- Verify doNyn pnamofine and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE AIQ7479 rov. 14103MIS BEFORE USE. Design wild lot use only Win Mllek® conrxrclas. INs design is basod orgy upon p:aamolen sfwwm and 6 for an individual buldkng component, nor a truss syslorn. Boloto tao. tho building doslgnot must verify Iho OliplIcal Alty of design pata rnalon and popoily hcorpotalo this design kilo the overall ding design. Bracing Indlcoted Is to pevent uAcMhg of Individual Inns web and/or chord members only. Ack9Ibra lemporay and permanent Lmocing WOW Is always reapAted lot stalAlly and to pevent collgno with poable personal kquy and popony damage. For general guidance togading the fabrkallon, storago. dolivery, erection and tvarckng of muses and trim systems. seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety Information avaDatAe from teas Rate Institute. 218 N. Lee Street. Suite 312. Alexandda. VA 22314. Tampa. FL 33610 Job Truss Truss Type ' ty Ply T11342177 T80298 J06 JACK -OPEN 4 1 Job Reference tional BWldere Frret5oYrde. tafrgd, i MOM Gdy, hlorraa U=Rlb ..v.v • ny. ,. cv,v ,..,. o;, ._.. .... ...,... _....._ ._..-----.. __ . ID:Sts7p2vieca4jB9DL55wDPz_POS-Ad2lzJZKZ2ViOWRuygkOd5BN12JxIlimn* t]1xtcz790U 1-0-0 2.10.16 1-0-0 2-10.15 20 = 2-10-15 Scale. 1:9.4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Ven(rL) -0.01 2.4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 HOrz(TL) -0 00 3 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.10.15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=63/Mechanical, 2=231/0-8-0, 4=25/Mechanical Max Horz 2=59(LC 8) Max L1plift3=-40(LC 12), 2= 111(LC 8) Max Grav3=63(LC 1), 2=231(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.0psf; h=25ft; Cat. 11; Exp C; End., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) -1.0-0 to 2-0-0, Intedor(1) 2-0-0 to 2-10-3 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 111 lb uplift at joint 2. 6) 'Semi -rigid plichbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNWO - Verily, dedgn panumfen and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-7473 rev. ID D&MIS BEFORE USE Design WAld for use only with W lek® connectors. IMs aloslgn is b2od only upon parameters shown. and is for an Individual Ixddhg component, nor a tnas syslon. Beforo use, the building dposlgnor mutstverilytheapplicatAllyofdesignutanlelarsandpopedyhcoporapothisdesignIntoIhooveralltxedlW design. aachg Indicated h to ptovenl buckling of Individual IrLm web and/« chord members only. Additional IamMary and permanent brachtg MiTe k* 6 always regaled (as stability and to prevent collapse with poss6ple personal IVuy and prop arty damage. Fa general guidance regadhng Eno fark; allon, stooge. delivery, erection and titachg or tames and fuss systems, seoANSI/fPI I Qualify Criteria, OSS-89 and 6CSI Building Component 6904 Parke East Blvd. Safety Information ovallolxe Dan truss Plato Inslrnno. 218 N. Leo Street, Suite 312, Aloxa K14a. VA 22314. Tarred, FL 33610 o fuss russ ype ty T11342178 780298 J07 JACK -OPEN 4 t Job Reference (optional) BUdders Frrelboutee. Tampa. Plant Gly, hlarrda Jaabb ,.v+v. ^V, ,. cv,v m..a v.wa...va. ...... ....... ............. . __.. . _e_ . ID:81s7p2vjcca4j8gDL55wDPz POS-Ad2lzJZKZ2ViowRuygkOd5BJP2H8113mn01Mcz7?OU 4.10.15 r 1-0-0 4.10-15 Scale . 1:12.7 20 = 4.10.15 LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.02 2-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.06 2-4 >869 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(fL) -0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.10-15 OC puAins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (IbJsize) 3=144/Mechanical, 2=310/0-8-0. 4=45/Mechanical Max Horz 2=87(LC 8) Max Upliit3=-82(LC 12), 2=-121(LC 8) Max Grav3=144(LC 1), 2=310(LC 1), 4=90(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCOL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1.0-0 to 2-0-0, Intedor(1) 2.0.0 to 4-10.3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 121 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO - Verily dedgn parometara and READ NOTES ON THIS AND INCLUDED AI EK REFERANCE PAGE A07473 rov. 10AXIMIS BEFORE USE Design vaild lot use only wl8t bl lei® Connoctors. R& design It based only upon paarelers sfwWrl. and Is lor an MMdxd bulding Component, not a fniss system. Beforo lore, the txld ng dosignet mast verily the applicability of design parameters and p loped Incorporate lhth design Into the ovetall building design. Bracktg trtdlCaled Is to lxovent buckling of Individual truss web and/or chord mombws only. Acklliartal temporary and pennarwnt Ixo sing M iTek' It always teqidred for stability and to ptevent cdlgtse with possltle porsortd"and properly damage. For generd guidance tegarding two lobticolkxL storage. deiNory. erection and txocUV of trusses and Miss systems, soeANSVIR I Quality Cdtttda. DS849 and SCSI Bit" component 6904 Parke East Blvd. Safety Intormation available from truss Rate Institute. 218 N. Loa Street. Suile 312. Alexanala. VA 22314. Tampa. FL 33610 Joe T11 700 100 700 30 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 15.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 BCDL 10.0 Code FBC2014/rP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=205/Mechanlcal, 2=400/0-8-0, 4=83/Mechanical Max Horz2=116(LC 8) Max Uplift3=-104(LC 12), 2=-137(LC 8) Max Grav3=205(LC 1). 2=400(LC 1). 4=127(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale: 3/4*-V DEFL. In loc) I/dell Ud PLATES GRIP Ven(LL) 0.09 2.4 837 240 MT20 244/190 Ven(TL) 0.27 2-4 295 180 Horz(rL) 0.00 3 n/a Na Weight: 23 lb FT = 20°b BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puffins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDt r4.2pst; BCDL=5.Opst; h=251t; Cat. If: Exp C: Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2.0.0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 137 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNINO • Verlry dedgn pennaters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MO.7473 rov. 1002MIS BEFORE USE DesW vaikl for use Orly with MI lek® connectors. Ms des1W Is based oily upon rxaamelers shown, and Is for an hdvfdual bulding component, not a liras system. Before sae, the building designer must vestry the appltcablity of design pxsam1pn etersandPropertyIncorporatethisdosIntothe ovorae txBcing design. Bracing Indicated Is to prevent tx,clding of IrndNaKl Inns well and/or chord members only. Additional temporary and permanent Imocktg MiTek' is always roqulred for slalxltly and to prevent collapse with p cr-Wo personal k*iry and properly danago. For gonetal grldanco regading the fabrleallm storage. delivery, erection and bracing of trusses and tnra systems, sooANSVFPI I Quality Criteria, OSS-e9 and SCSI Building Component 6004 Parke East Blvd. Safety Information available Ian truss Rate Institute. 218 N. Lee Street. Saile 312. Alexandria, VA 22314. Tempe, FL 33610 T80298 IJO9 IJACK•OPEN T11342180 1-0-0 0.8-0 1.0.0 0-6-0 LOADING (ps" SPACING- 2-0-0 CSI. OEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Ven(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.00 Ven(TL) 0.00 1 rVr 90 BCLL 0.0 ' Rep Stress Incr YES W B 0.13 Horz(TL) 0.00 n/a rVa BCDL 10.0 Code F13C2014/TPI2007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=430/0.8-0, 4=-327/0.8.0 Max Horz2=20(LC 16) Max Uplift2=-260(LC 8). 4= 327(LC 1) Max Grav2=430(LC 1), 4=208(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-309l706 WEBS 3-4=-766/329 Scale . 1 7.1 PLATES GRIP MT20 244/190 Weight: 4 lb FT = 20'. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-8-0 oC purlins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=5.Opsf; h=251t; Cat. 11; Exp C; End., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 2 and 327111 uplift at joint 4. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) *This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' wARNWG - verily design peremetas and READ NOTES ON THIS AND INCLUDED NREK REFERANCE PAGE A07473 rev. #00312015 BEFORE USE. Design valid for use orgy with Mllek®coreneclots. fats dosig n is bored orgy tepon lyfiamolors snows, and Is lot an IndIvkAxf building component. not a lam system. Below too. tho Ixrkdhg deslpnet must veelty the alXKkablity, aofdesignpaneters and properly Incogotate this design Into the overtll b tAcArvj dealgn. Brochg IndlColod IS to ptOVent txrckling of Individual trim web and/or ctord members orgy. Additional temporary and permanent bracing M!Tek' is always rocrAied rot statAlly and to pieveni collapse with possexo personal trdtsy and lxoperty damage. For gonetal guidance tegaidng the fabrication, storage, deRvory. erection and txockV of tames and fuss systems, soeANSI/1PI I Quality CdteAa, DSB-89 and SCSI gu0ding Component 6904 Pork* Ease Blvd. Safety Information ovalk"o from lath Plato trutlluto. 218 N. Leo Strool. SJte 312. Alexandelo. VA 22314. Tampa, FL 33610 T11342181 T80208 IR01 IHALF HIP GIRDER 100 7-0-0 9-10.8 1-0-0 7-0-0 2.10.8 Scale . 1:20.7 4x6 = 20 II 3x4 = 4-- 744 2.10-6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Ven(LL) 0.06 2.6 999 240 MT20 244/190 TCDL 15.0 Lumber OOL 1.25 BC 0.63 Ven(TL) 0.18 2.6 638 180 BCLL 0.0 ' Rep Stress Incr NO WS 0.39 Horz(fL) 0.02 5 n/a We BCDL 10.0 Code FBC2014frP12007 Matrix) Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=1075/Mechanical, 2=744/0-8-0 Max Horz2=117(LC 4) Max Uplilt5=-287(LC 4), 2=-226(LC 4) Max Grav5=1135(LC 18). 2=744(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1276/246 BOT CHORD 2-6= 269/1131, 5-6=-264/1075 WEBS 3-6=-81/913, 3-5=-1396/343 Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (11) 1) Wind: ASCE 7.10. Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=5.Opsh h=25fl; Cat. II; Exp C; Encl., GCpI=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other Ilve loads. 4) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 5 and 226 lb uplift at joint 2. 7) Girder carries hip end with 0-0-0 right side setback, 7.0.0 left side setback, and 7-0-0 end setback. 8) 'Semi -rigid p(tchbreaks with lixed heels' Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down and 135 lb up at 7.0.0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (8). 11) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 70, 3-4=-155(F= 85), 2-6=-20, 5-6=-44(F= 24) Concentrated Loads (lb) Vert: 6=-578(F) wARNWG . VMy dedyn paronmfaro and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE AIA7473 rov, 1061VOI S BEFORE USE Deslgrl vdkl lot use only vAth lvtllok®conrleclas. Inds design Is txnod only upon lxnamotors shown, and Is lot a1 i dllvIdual building component. nol a mess system. Before use, the Ixdklrq design of must verify tho appllcalAlN of design Ix>Qanetels and Ixopaly ktcogxxoto Ods design Into the overall only. Add lilordl lemrwrory and pamalent Ixacing M iTek' txAdIng doslgn. bracing Indicated Is to rxevent Ixteaing of Inalvidu d muss web and/or Chad members S always toqudred for stability and to pxoveni cellalxo Win loss8xe personal "and properly damage For general gtlWtce tagading the fatxlcallon. storage. delivery, erection and brcrcklg of trusses and lftrss systems, sooANSIfFP11 Quality Criteria, OSS-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information avallaMe from truss Rate institute, 218 N. Lee Street. Stlte 312, Alexandria. VA 22314. Tampa. FL 33610 Tit T80298 IR02 IHALF HIP 1-0-0 6-3-39-0.0 . 9.103 1.0-0 6-33 24.13 0-108 Scale - 1:21.6 3x4 = 2x4 11 3x6 = 3x8 = LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) 0.23 2-6 490 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Ven(rL) 0.61 2.6 184 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(rL) 0.01 6 n/a rVa BCDL 10.0 Code FBC2014frPI2007 Matrix) Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=416/Mechanical, 2=523/0.8-0 Max Harz 2=145(LC 8) Max Uplift6— 124(LC 8), 2=-164(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-552/242, 7-8— 509/249, 3.8_ 443/257 BOT CHORD 2.6=-372/479 WEBS 3-6=-513/424 Structural wood sheathing directly applied or 6-0-0 oC puriins, except end verticals. Rigid ceiling directly applied or 9-5-1 oc bracing. NOTES- (8) 1) Wind: ASCE 7.10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=S.Opsf; h=2511; Cat. II; Exp C; Encl., GCpl=0.18: MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0.0, Interior(1) 2.0.0 to 9-0-0, Exterfor(2) 9-0-0 to 9-8-12 zone. cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 6 and 164 lb uplift at joint 2. 7) -Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) -This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNWO - Verily degdQn p-intetere and READ NOTES ON TIBS AND INCLUDED NREK REFERANCE PAGE M67473 mv. 1@ 020rS BEFORE USE DeAl n vaild lot use oNy vAlh Milek®connectofs ktls doslon k Ixssod oNy W?on Paanwtels stnovnn, aril Is la an kidK4dUd txAdllte component, not a Bttss systern. Before uso. the bg4ldhg deslpnet must vedfy Iho appilCo[Alty of deslgn patamelon and properly htcotpoiale this closlgn Into the ovoicill AddlWno/ Ieml)cxM and ponncmnl txachg MiTek' IxBding design Rachg Wid -otod h to lxovent trtcklhg of ktNvldual trust wob art/a chofd members oNy. is always ioctutocl fog stattlllty aril to prevent collapse vAth posslAe personal k*fy and ptopony damago. For geneid guiclance regadng the fc"Icalkxx slorago, dollvW Otocilon and bracing of misses and truss systems, soeANSI/TPI I Cuailly Cdt*dC. OSS-89 and SCSI Sullding Component 6904 Parke East Blvd Tampa, FL 33610 Satiety Intormatlon ava0callo from truss Rate tisillute, 218 N. Lee Street. SJte 312. AloxandAa. VA 22314. T80299 MONOPFrCH Mon Jun T11342183 104 6-3-3 9.10.8 t-0-0 6-3-3 3-7.6 3x6 = 3x8 = 9.10.8 9.1oa Scale . 1:21.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In toc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Ven(LL) 0.23 2.5 489 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Ven(rL) 0.62 2.5 183 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 5 rVa rda BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=416/Mechanical, 2=523/0-8-0 Max Horz2=154(LC 8) Max Uplifts_ 130(LC 12), 2=-161(LC 8) FORCES. (Ib) - Max. ComplMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-6=-552/173, 3-6=-510/187 BOT CHORD 2.5=-306/480 WEBS 3-5=-519/354 Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=S.Opsf; h=2511; Cat. If; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Extenor(2) -1-0-0 to 2.0.0, Interlor(1) 2.0-0 to 9-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL--1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 5 and 161 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 7)'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING . Varlry dedgn Pantowten and READ NOTES ON THIS AND INCLUDED MREN REFERANCE PAGE AIP7473 rev. IdA3,2016 BEFORE USE De*jn valkl rot use only vA91 fAfek® connoctors. IM ciesign Is based only upon paametets shown. and Is for an Individual Ixddlrlg component, rat o IxAk&Q desigr must verify the ap%AlcafAlty of desl t paiamotes and piopaiy Mrpcoaato mk deslan into the overallahtrusystorn. Before use. tdesigner lauding doslgn Bracing VKficaled Is to prevent Ixtckllrlg of Irxfk4 hall truss web and/of chord mernWts only. Additional temporary and permanent Utochv Welk' Is always ioqudred lot slatAly and to prevent col"m vAlh posstlxe personal lnflay and property damage. For general guldatee tegardng 9e kdxlcatbn, storage. clallvery. erocllon and bracing of humor and toss systems srx:ANSVIVI I Quality Criteria. OSS-89 and SCSI BuOding Component 6904 Parka East Blvd. safety Information uvallaMe from truss Plato Insfllute. 218 N. Lee Street. Sudto 312. Akmardria. VA 22314. Ton0a, FL 33610 T80208 I R04 I ROOF SPECIAL 7113421 If 1-04 7.0-0 it t 0-0 Tro 224.0 1-0-0 7.0-0 4.0-0 4-0-0 7-0-0 4%6 = 3x8 = 4x8 = 34 = Scale . 1:40.8 t6 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.22 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Verl(TL) -0.75 10-11 >343 ISO MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.86 Horz(TL) 0.63 8 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 112 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6.6 oc purlins. BOT CHORD 2x4 SP No.2 Except' BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 3.7: 20 SP M 31 WEBS 20 SP No.3 REACTIONS. (lb/size) 8=1057/0.8-0, 2=1156/0.8.0 Max Horz 2=101(LC 11) Max Uplift8= 94(LC 13), 2=-128(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14— 1783/372, 3.14=-1710/383, 3.4= 4741/734, 4.15=-2277/287, 15-16=-2231/290, 5.16_ 2147/343, 5-17=-2147/360, 17-18=-2231/306, 6-18-2277/304, 6-7=4762/733, 7.19=-1693/430,8-19=-17831420 BOT CHORD 2-13=-258/1479, 12-13=-282/1769, 3-12=-510/4147, 11-12=-510/4204, 10.11— 496/4221, 7-10=-495/4162, 9-10=-316/1792, 8-9=-284/1498 WEBS 3-13-2213MOO, 5.11-235/1479, 7-9-2237/438, 4-11=-2286/491, 4-12-189/1508, 6.11=-2305/492, 6-10=-217/1525 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsf; h=251t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2.0.0 to 11.0.0, Extedor(2) 11-0.0 to 14-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 200.01b AC unit load placed on the top chord, 11-0-0 from left end, supported at two points, 2-0.0 apart. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 8 and 128 lb uplift at Joint 2. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q "RNINO. VeA1y dWgn pammermo end READ NOTES ON TKis AND INCLUDED MREK REPERANCE PAGE M8.7473 rev. I&VVAI $ BEFORE USE Design vaild lot use only wllh Mllok®conneclas. fins design Is based only upon rxllamolefs ShOWn. and 6la an frxlMtfrlal IxAdIr1U Cotnlwrx:nt. not a truss system. Befoto use, the building designor must vodfy the c"Alcobllty, of design patamolon and ptopefly hco"rato link design Into the ovetull building design. Bracing Indicated Is to prevent Lxrcldt ng of Individual truss web and/ot chord meMben only. Additional lefnpofary and pemnanent Ixachq b always feWiod fa sUAlly and to ptevonl collalxe wllh ImsdAe personal Inlay and fxolledy carnage rot genefal guldcMG togarding ttno MOW CatlOn. storage. delNory, efoCllon and lxactng of trusses and Inns systems seoANSUIPl1 Quality Cdledo. OSB-89 and SCSI Building Component safety Information avagatxo from kuss Plate I nsillute. 218 N. too Street. Suite 312. Alexandda. VA 22314. 6904 P4tke East Blvd. 6904 PEast 0 ik O russ Truss Type ly T11342165 TB0296 ROS COMMON 6 1 Job Reference Lionel o. tsuxaers "Sraource. raapa. rem a.ny. rivnaa aaaoo DPz- _ S-20._.....___..._-...._ ._._.. __.- ._ . _ ___ _ __ 10:BIs7p2vjcce4j89OL55wOPz_POS•20HpphorcG?8V81fBW oKoxMwOgU 1 zmkL129g00z7?00 1-0-0 7.9.9 11-0-0 14.3.7 22-0-0 23 -0-0 1-0-0 7.8.9 3.3.7 3.3.7 7-8.9 Scale . 1:41 0 4x6 = 1 0 4x6 = - 4x6 = 6x8 = LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) 0.22 2-8 999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Ven(TL) 0.65 2-8 394 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 6 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 97lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 20 SP No.3 REACTIONS. (IWsize) 2=105310-8-0, 6=1053/0-8-0 Max Horz 2=99(LC 11) Max Uplift2=-227(LC 12), 6=-227(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc punins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.9=-1476/516, 3.9=-1366/543, 3-10_ 1144/484, 4-10=-1132/494, 4-11=-1132/494, 5.11=-1144/484, 5.12=-1366/543,6-12=-1476/516 BOT CHORD 2-8=-342/1198, 6-8=-352/1198 WEBS 4.8= 361/893, 5-8=-413/315, 3.8=-413/315 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2pst; BCDL=5.Opsf; h=25ft; Cat. If: Exp C; Encl.. GCpi--0.18: MW FRS (envelope) and C-C Extedor(2) -1.0.0 to 2-0.0, Interior(1) 2-0.0 to 11-0-0, Extedor(2) 11.0-0 to 14-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 24-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 2 and 227 lb uplift at joint 6. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q wARNWO. verity dedgn pammetereand READ NOTES ON THIS AND INCLUDED WEK REFERANCE PAGE M0-747J rev. 161XIMIS BEFORE USE Dedgn valkl for use only vAth 1,41elc9 connocbrs. ft doslgrt Is Ixoed orgy upon parameters shown. on ci h for an hWlvkAgl Ixtldhtg component, not a tntss sysern. 8e101e role. Iho txsllc9ng doslOnet must verily the gppeabllly, of closign parameters and Ixoretly htec(p Cato Ihh doslgn Into the ovotall t) tddng doslgn Bracing IMicated Is to pxeveni budding of IndivhAtal 1r m web and/or chord members orgy. AUcfllonal temporary and permanent lxochig MiTek' Is always roclulted lot sloblllly and to rxovent collapse wllh I)o%R a personal Initay and ixolerly dainage. For general guidance regarding the labrlcatkxL slorago. delivery. erection cn l bracing of tn6ses and trm systems. seeANSt/IPI I Quality Cetera, OSB-89 ono SCSI BukUnp Component 6904 Parke East Blvd. Safely Information avallolxo nom truss Plate institute. 218 N Lee Street. Sate 312. Alexandria. VA22314. Tempe. FL 33610 T11342186 T80298 IR06 (GABLE t -0-0 7-8-91 t -0.0 14-3.7 22-0-0 2340 140 7. -9 3 3.7 3 3.7 7.8-0 140 Scale . 1:41.0 4n6 = 2A1 0 5x8 = 1140 2240 r s.A.A Plate Offsets (X.Y) 12.0.0 0 0-0 81 19:0-0-0 0-0.01 110.0-0-0 0-0.01 (11.0-0-0 0-O-01 112 Edge 0-0.81 117.0-4.0 0-3-01 124.0.0-0 0 0 01.126:0-0.0.0-0.01.126:0-0.0.0.0.01 LOADING (psi) SPACING- 2.0-0 CSI. OEFL. In (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) 0.11 19-20 999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Ven(rL) 0.36 19-20 707 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.45 Horz(rL) 0.09 12 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 130lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.3.12 oc pudins. BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/si2e) 2=1603/0-8-0, 12=160310-8-0 Max Horz 2=99(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2347/0, 3.4=-2157/0, 4-5=-2124/0, 5.6-1897/0, 6-7=-1685/0, 7-8=-1685/0, 8-9=-1897/0, 9-10-2124/0. 10-11=-2157/0, 11-12-2347/0 BOT CHORD 2.20=0/1886, 19-20=0/1886, 18-19=0/1886, 17.18=0/1886, 16-17=0/1886. 15-16--011886, 14-15=0/1886, 12-14=0/1886 WEBS 8-17=-785/0, 7.17=0/1165, 6-17=-785J0, 5-18=0/323, 9-16--W23 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psi; BCDL=5.Opsf; h=251t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed. Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Van: 1-27=-70, 7-27-120(F=-50), 7-28-120(F=-50), 13-28=-70, 2-12=-20 0 WARNWO • Varfly design pararnete t and READ NOTES ON THIS AND WCLUDED M1fEK REFERANCE PAGE MII.74" MV. 140MMIS BEFORE USE f1e*p wild for use only with Mlfek® cdnnaclors. this design It Ixaod only upon polameters shown. aW Is lot at Individual buWfrng component, not a Inn system. Before toe. tho IxAd ing designer mast verity the aq>IlcalAlly Of ckrslgn Ixxcenefers and Ixopetly Incoq>orato this design Into the overall IxBd hg design. BioCi ng indicated is to rxovent tmckll ng 01 Irndlvkkal buss web aril/a chord members only. AdcBtlorxrl temporary and Immanent btacng M iTek• is always t0dp/tod for slal>Ulty and to prevent collq>so wilh possUxo personal Infury and poperty d En000. for gerolal gt Waoo regading the ktbdcatbn, storcrge, delivery, erection and txcicbV of Inures cnn dInsystems, wCANS111PI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety =motion avaltablo from truss Plate institute. 218 N. Loa Street, Stlto 312. AlexondrkL VA 22314. Tampa, FL 33610 Job T fuse truss type ty T1t342187 T80298 R07 Monopnch I t Job Reference (optional) tsuaaers Fasibource. t arrpa. Plant%.ny. ranaa:s3zoo ..v.v.n...cv.v..,,,.. ..w.,..w.•••. ....... ...... . .. __. 10:8ls7p2vicca4i890L55wDPz_POS•WarB01dTNa7?71KADJZK9u7v JzGilIvAkYgz7?OP 7.10-6 7.10.8 Scale . 1:17.7 20 1-0.8 0114 6-13-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in Ioc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Ven(LL) -0.05 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Ven(TL) -0.13 3-4 >620 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC20141TP12007 Matrix-M) Weight: 28lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2 end venlcals. WEBS 2x4 SP No.3 BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=259/Mechanical, 4=437/0.3-0 Max Horz 4=107(LC 8) Max Uplifl3=-82(LC 12). 4=-130(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=25ft: Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) 0.0-0 to 3.0-0, Intedor(1) 3.0.0 to 7-8-12 zone; cantilever left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psl on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 82 lb uplift at joint 3 and 130 lb uplift at joint 4. 6) 'Seml-rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING . Verity deslpn PaMnWers and READ NOTES ON THIS AND INCLUDED M1lEK REFERANCE PAGE M67477 rev. IOMM16 BEFORE USE Design volld for use only Win MI lek® connectors. Ihls t edW is txned only upon Ixsrameters shown. and Is for an Individual building component not a huts system. Bolero use. the Ix/ldng designer must verify the alXAlcalAly of doslgl lxsameters and Ixopedy Incorporato Snk design into it* ovotdl txlldng design. l4acing Indicated Is to povent tAwlding of Individual truss web and/or chord metniets only. Ackltlonal temporary and permanent Ixaclng MiTek' is always roc}Jred kx slatAlty and to pevont collapse with poss8xo personal Injury and pC1edy damage. For gtxetal guidance rogadng the faIxication storage, dolNety, oroctlon and bracing of trusses and truss systems sooANSI/IPI I Quality Criteria. DSB-89 and SCSI Building Component 6904 Parka East Blvd. Safety 111dormallon ovallable from truss Plate Institute. 218 N. too Street, Su lto 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss Truss Type ty T11342188 T80298 ROB MONOPITCH 9 t Job Reference (optional) Bud fHfa Fusisousce, iarrga. YtaM coy, I-Wrtua JJJoo . ,.P. .. ...___...__. _ _ __ I D:81s7p2vjcca4jB9DL55wDPz_POS-W arB01aNa7T71KtIDJZK9u6a3zGdl_VwrkiYgz7'IOP J1 00 7.10.8 1 7.10.8 Scale . 1:17.7 5 20 11 1-0 8 t 2 7-10.8 1-0.8 0.1-5 68-8 Plate Offsets (XY) 12.0.0 6 EdAef LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.05 4-5 999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(TL) 0.12 4-5 651 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 HOrz(TL) 0.00 4 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 29 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 4=253/MeChanical, 5=513/0-3-0 Max Horz5=127(LC 8) Max Uplift4=-80(LC 12), 5— 187(LC 8) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6.0-0 OC purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.0psh h=25f1; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-", Interior(1) 2-0.0 to 7-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint 4 and 187 lb uplift at joint 5. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' 0 WARNING - Verity dedpn parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma.7473 rev. IOMM15 BEFORE USE Design valid for use only vim MIIekG Conneelcrs. Ms design Is based only upon pacanetets shown and is let an Individual txtldtrlg component not a ittiss system. Before use, the 1xidding dosigrm must veNy, the aplxkatAlly of design Ixfameters and Ixopody Incoeporaio Iflh design Into the ovetall Ixadlg design. Bracing Indicated Is to preVonl txuckttng of IndWud f Inns web and/or chord memix-rs only. Additional tomporary and potnnarlent Wooing MiTek' Is always tegtdred for stc"lty and to ixovenl collapse, vAih pos *Ae personal tlkfy and ImOperty damage. rot genotal guidance iogarding the fatxlcalbwx storage. delivery, etoction and txacing of trusses and Inrss systems. sceANSI/TPI I CuaBh CdtMo, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Tarrpa. FL 33610 Safety Information avatIc"e from truss Plate truBMe. 218 N. Lee Siteat. Srdle 312. Alexandria. VA 22314 runs russ ype ry P T11342189 T80298 R10 HIPGIROER 2 Z Job Reference (optional) uurraara t-ff9MW rca, ramPa. nam vrry,.- ID:8ls7p2vioca41B9DL55wDPz_POS_nPZEMe58ufskRvIIwgotMRGRT96RZ?e9LUG5Gz7?OO t 4 7 0-0 13-5.2 20.0-0 2"-1433.0 0 40-0-0 t -0 7-0-0 6.5.2 6l-14 6.6.14 6.5-2 7.0.0 -o-0 Sx6 = 6.00 12 3x4 = 2x4 II 3x6 = 5 6 30 = a 5x6 = Scale . 1:70.6 3x8 = 17 18 15 14 13 12 11 US = 20 11 3x8 MT20HS = 3x8 = 3xB = 3x8 = 3x8 MT20HS = 2x4 11 LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/rP12007 CSI. TC 0.70 BC 0.92 W B 0.80 Matrix) DEFL. in (loc) Well L/d Ven(LL) 0.45 14 >999 240 Vert(rL)-1.1214.15 >424 ISO Horz(TL) 0.31 9 We rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 383111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc puriins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 7-9.2 oc bracing. 12-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3872/0-6-0, 9=3872/0-6-0 Max Horz 2=-66(LC 6) Max Uplift2=-1082(LC 5), 9=-1082(LC 4) Max Grav 2=3891 (LC 18), 9=3891(LC 17) FORCES. (lb) - Max. Comp/Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-7880/2229, 3-4=-10448/3166, 4-5=-11601/3516, 5-6=-11601/3516, 6.7=-11601/3516, 7.8-10448/3166, 8-9— 7880/2229 BOT CHORD 2-17=-1954/6963, 16.17— 1951/6922, 15-16— 1951/6922, 14-15=-3103/10523, 13-14=-3060/10495, 12-13=-1898/6877, 11-12=-1898/6877, 9.11=-1901/6917 WEBS 3-17— 82/1000, 3-15— 1385/4217, 4-15=-1736/820, 4-14— 446/1381, 5-14— 9921544, 7-14=-446/1381, 7-13= 1736/820, 8-13=-1385/4217, 8-11=-82/1000 NOTES- (13) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7.0 oc. Bottom chords connected as follows: 20 - 1 row at 0.9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (8) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=S.Opsf; h=251t; Cat. 11; Exp C; End., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0.0 wide will lit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 1082 lb uplift at joint 9. 10) Girder carries hip end with 7.0.0 end setback. 11) -Semi-rigid pltchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 763 lb down and 172 lb up at 33-0.0, and 763 lb down and 172 lb up at 7.0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on a e 2 Q W mwa - verily dodgn parermten and READ NOTES ON TNIS AND MCLUDED WWK REFERANCE PAGE 6I11674n rev. 1=3,2016 BEFORE USE. Dwlgn valkl for use only YAM Mltek®COrmclors. INS desol k Ixnod only upon r"amolors shown, area is la an indlvldral "drtg component. not a huss systern. Betoro use, the lxtildng designer must vetW Ih o alHwcobllty of de*p pdxamoters and Ixopotly ticorpxxoto Ihh duslgn Into the overall txBdhlp design. Brachg Indicated Is to pevent buddlnp of WhAdral truss web and/or chard mombem only. Addhonal temporary and permanent txaCN M iTek' k always icxt lred lot statAlly and to Ixovenl cdlgx o vAth possslle p(trsonal "andand property damoge rot oLrarai guidaico tegat(9rQ 010 IatxiccIlm storago. deltvory, onocllon (nd txaclrl0 of IRMW and = IR systems seeANSI/n4I Qua81y Cdteda, OSS-89 and SCSI BuPdlrlg Componanl 6904 Parka East Blvd. Safety Informadon avanalAo horn truss Plate Institute. 216 N. lee Shool. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type t y ply TI1342186 TB0299 R10 HIP OIROER 2 2 Job Reference aonalo unn 1„n 19 t S 9n•nS 9n17 Pwew 2 Buldels Flrs140utca. Tampa, mama:lly, mavwaxx7 ....'. .__._._... _.. ...___...__. .._. ________ 1D:Sls7p2vlcca4IB9DL55wOPz_POS nPZEMe56ufskRvIiwgotMRGRT86R2?e8LUG5Gz7?OO 13) -This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code! LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unllonn Loads (pit) Veil: 1-3— 70, 3.8=-155(F=-85), 8-10=-70, 2-17=-20, 11-17— 44(F=-24), 9-11=-20 Concentrated Loads (lb) Van: 17=-578(F) 11-578(F) Q WARNING - Veft dedyn parematera and READ NOTES ON THIS AND INCLUDED AUrEK REFERANCE PAGE M&7477 rov. IMV2015 BEFORE USE Design vatld lot use only vAth Mlfek® Connoctors. H* design S txased Only ill= D=anelers Mown, and Is lot an IntllNdual building Component hot a Btrts system. Before use, the IxBding designer mull voAly lino ayWllec"Ity of design paaanelors and prolxnly h1colpolalo olds design Into the overalldpermnenatbracinggofIndividualRuweband/or Chord members only. Addliotxll lemporaand Ixndtrng design. adding trxAcated It to lxovent budding 6 always reputed lot slabUlty and to prevent collapse with possble personal it*" and Ixopelty damage. for gemnal guidance regadI ng Sno M iTek' 6604 Parks East Blvd storage. delivery. erection aIxacing of Irtases and Inks systems. soeANSI/iPl I Dually Criteria. OSIt-89 and SCSI Wilding Componanl Satory IMotmadOn avdlade san hum Rate institute. 218 N. Lee Stwo4 Suite 312, Alexa ry Ao. VA 22314. Ton". FL 33610 ruu - T1f342tS0 T80298 I HIP 2 f -0 86 6 e-0-0 f 5• I t •9 24.0.7 314.0 33.5.10 40 0-0 f •0• O W INMO6.11.9 8-0.14 6 1 t •9 2-t 0 6-6-6 1 0 Scale . 1:70.7 3x4 = 5x6 = 3x6 = 3x4 = 5x6 = 4 19 5 6 7 20 8 3x6 = 16 t5 14 t3 tz 4— — 3x8= 34MT20HS= 30= 34MT20HS= 3x8 LOADING ( pst) SPACING- 2.0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Ven(LL) -0.25 12-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Ven(TL) -0.87 12-14 >543 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.48 Horz(TL) 0.22 10 n/a rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 191 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4- 6: 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 2.2.0 oc bracing. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 5-16, 7-12 13- 15: 20 SP M 31 WEBS 20 SP No.3 REACTIONS. ( Ib/size) 2=1865/0-6-0, 10=1865/0.6-0 Max Horz 2=-83(LC 10) Max Uplilt2=-350(LC 9), 10=-350(LC 8) FORCES. ( Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3336/1309, 17.18=-3241/1314, 3.18=-3189/1326, 3-4=•3079/1278, 4- 19= 2737/1180, 5.19=-2736/1180, 5.6-3834/1546, 6-7=-3834/1546, 7-20=-2737/1181, 8. 20=-2738/1181, 8-9=-3079/1278, 9-21-3189/1326, 21-22-3240/1314, 10. 22=-3336/1308 BOT CHORD 2.16— 1059/2868, 15-16-1323/3739. 14-15-1323/3739. 13-14— 1329/3738, 12. 13=-1329/3738, 10.12=-1066/2867 WEBS 3.16— 265/266, 4-16=-396/1094, 5-16=-1276/555, 5-14=W295, 7-14=0r296, 7- 12-1273/553,8-12=-394/1090,9-12=-264/265 NOTES- ( 9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsl; h=25fl; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS ( envelope) and C-C Extedor(2) -1-0-0 to 2-0-0. Interior(1) 2.0.0 to 9-0-0. Extedor(2) 9-0-0 to 35.2-15, Interior(1) 35-2-15 to 41- 0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350lb uplift at joint 2 and 350 Ib uplift at joint 10. 8) ' Semi -rigid pltchbreaks with fixed heels' Member and fixity model was used in the analysis and design of this truss. 9) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWO • Vedly desrpn perametem end READ NOTES ON n1fJS ANDWCLUDED NREX REFERANCE PAGE M67477 rev. rdr03Mr6 BEFORE USE Dash Wkl for use only with MIIc40 connectors. Rds design k Ixrod only upon pcnometers stewn. and Is fa at W10clual txdcling component. not a Miss system. Beloto use. the btAcli tg cknlgnot must vedly Re apolcablilty of clegM parameters and Ixopeny Incotpotale this des4n Into to ovaloll trddlrg dos ln. Isockg IrWlcotod h to prevent txtcldbV of IndNklual Inns web as/or chord mernbm only. AdallOnrb temporary and ponnanent txoctng WOW is always re%drod lot stablllty and to wevonl collcpso wllh possotle personal "uy axt IxoMay Uattage• rot gonecor gt/Uatce tegarding the lcdxk: alloM stotago. dollvoty. etoctlon and bracing of inr.%os and Inns Systems. soeANS1/IPI I Quality Criteria. OSS•89 and SCSI Sculling Component 6904 Parke East Blvd. Sarety information avdlablo from truss Plate frtsltiute. 218 N. Lee Slroot. Stdto 312. 04oxondd4 VA 22314. Tango. FL 33610 russ russ Type ry T11342191 T80298 R12 HIP 2 t Job Reference (optional) 7 PBuildersFastSource. Tarrga, Plara Cey, Florida 33666 7 640 s Apr 19 2016 MTok Industries, Inc. Mon Jun I. 1 S.20.07 201 age 1 I0:81s7p2vicca41B9DL55wDPz__POS•x9XJt2fLgVVa_I30OLtGynW XKHgevzzxdfzN99z79OM t 4 7-0.4 1 i 0-0 17.2.7 22.9.9 29.0-0 32.3.' 2 40 0•o 1-0- 1 7 8 4 3.3 12 6. .7 5.7.3 6.2.7 3 3.12 74.4 1 Scale . 1:70.7 5x6 = 3x4 = 3x6 = 3x4 = 6 5x8 = 4 19 5 6 7 20 y 0 3x6 = 16 ,.. — __ ._ 12 3x6 = 3x6 = 4x6 = 30 = 4tf6 = 3x8 = LOADING(psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.99 BC 0.98 WB 0.39 Matrix) DEFL. in Verl(LL) -0.27 Verl(TL) -0.87 Horz(TL) 0.20 loc) Wait L/d 2-16 >999 240 2-16 >546 ISO 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 198lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 4-6,6.8: 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP M 31 'Except' WEBS 1 Row at midpt 5.16, 7-12 13.15: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1865/0-6-0, 10=1865/0.6.0 Max Horz2=100(LC 11) Max Upllft2=-321(LC 12). 10=-321(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.17=-3265/1273, 17-18=-3158/1284, 3-18=-3051/1298, 3.4= 2925/1224, 4-19=-2569/1139,5-19=-2569/1139,5.6_ 3152/1345,6-7=-3152/1345,7-20=-2569/1139, 8-20=-2569/1139, 8.9= 292511224. 9-21=-3051/1298, 21-22=-3158/1284, 10-22= 3265/1273 BOT CHORD 2-16-1023/2799, 15-18= 1046/3117, 15-23= 1046/3117, 23-24— 1046/3117, 14-24=-1046t3117, 14-25=-1052/3117. 25-26_ 1052/3117, 13-26=-1052/3117, 12-13=-1052/3l l7, 10-12=-1030/2799 WEBS 3-16_ 380/321, 4-16=-356/1020, 5.16=•833/367, 7-12=-833/367, 8-12=-356/1020, 9.12=-360/321 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL=5.Opsf; h=251t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exledor(2) -1.0.0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exledor(2) 11.0.0 to 33-2-15, Interlor(1) 33.2.15 to 41-0-0 zone, cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 321 lb uplift at joint 10. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG • Vadly dedgn pem atatrs and READ NOTES ON THIS AND INCLUDEOWMIr REFERANCE PAGE MIF7473 rev. IfICIMI6 BEFORE USE Design valid for use only vAlh MI lek®connaclors Inls design is based only upon porasnoters ahown. and Is lot an Individual I"ding Component not a truss system. Before use. the txdc" designer must verily the applicability of design p aornaters and Ixopody l ncogerat0 Ihh design Into Ito overall building design. 9acfng indicated Is to prevent txrcaing of Indlvl[kral truss web and/or chord members only. Additional lonpotery and peananent txoJng MiTe k' It always required lot slatAlty and to prevent collapse w11h possItAo personal k#xy and pxopedy damage. Fog general guidance regarding the fabrlcalbn storage, dellvery. oroctkxn and Ixaelng of fmrssas and Intss systems soeANSI/rW 1 Quality Criteria, OSS-89 and SCSI Wilding Component 6904 Paike East Blvd. Safety Iniormarfan avalalAe from Irum Plate InsOMo. 218 N. too Street. Suite 312. Alexandria. VA 22314. Tonga, FL 33610 Job Trusts T rUss Type ay ply T11342192 T80298 R13 HIP 2 1 Job Reference (optional) Builders FestSource. Tampa, Plant Cay, Ftorrda 33566 7.640 a Apr 19 2016 klrTek Industries, Inc. Mon Jun 12 15:20.08 2017 Page I ID:81s7p2vicca4iB9DL55wDPz_POS-PM4tsOg_RpdRevde_30VV?3kehA2e? 14rJivAbz7?OL t-0 7.05 13-0-0 20-0-0 27-0-0 32.11.11 40-0.0 1-0- t 7-OS 5-11.11 7-0-0 7 0-0 5.11.1 t 7-0 5 14 Scale . 1:70.7 5x6 = 20 II 5x6 = 4 17 5 18 6 w 3x8 = 1. _ cc 12 ... .. . 3x6 = 30 = 4x6 = 3xB = 4x6 = 30 = lq 0 LOADING (pst) SPACING- 2-0-0 CSi. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Verl(LL) -0.36 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Ven(TL) -0.90 10-12 >529 180 BCLL 0.0 ' Rep Stress tncr YES W B 0.46 Horz(rL) 0.19 8 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 198 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 6-1 -1 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb(size) 2=1865/0.6-0, 8=1865/0.6.0 Max Horz 2=- 1 16(LC 10) Max Uplift2=-340(LC 12). 8=-340(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-3337/1269, 3-15=•3240/1288, 3-16=-3073/1251, 4.16-2967/1272, 4-17=-2751/1220, 5-17= 2751/1220, 5.18=-2751/1220, 6-18-2751/1220, 6-19=-2967/1272, 7-19=-3073/1251, 7-20-3240/1288, 8-20— 3337/1269 BOT CHORD 2-14=-102812870, 14-21-7422344, 13-21=-742/2344, 13.22=-742/2344, 12-22-7422344, 12.23— 750/2344, 11.23=-750/2344, 11-24-75012344, 10.24=-7502344, 8-10=-10362870 WEBS 3-14-393/330. 4- 12-201/686, 5-12=-556/348, 6-12— 201/686, 7-10=-393/330, 4-14=-206/687.6-10=- 206/687 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=5.Opsf: h=25fl; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exlerlor(2) -1-0.0 to 2.0-0. Interlor(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 31-2-15. Intedor(1) 31-2-15 to 41-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members, with BCDL = I O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340lb uplift at joint 8. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 6) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING • Verily des/pn perametera and READ NorEs ON THIS AND INCLUDED WMK REFERANCE PAGE 1107472 rev. 1603,2016 BEFORE USE. Design valid nor use orgy With MltekO connectors. Rts design is based ody upon parameters Yawn. and Is le a1 Indloclu l building component, not a urns system. Before use. the building designer intal verily the g7pxICal111ty of design Ixnamotors and popedy incorporate 1t16 design Into the overall bx/1alrlg design. bacing Irldlcaled is to lxevenl bttckllrlp of IndiviWgl Intm web and/or chord members orgy. Additional temporary and rxnnatonl bracing WOW is always tec"rod ter stability and to prevent collgxe with possible p orsontal IMay and pxolorty damago. For genofal gulclalco togacing the tatxlcotim slotage. delivery, oracllon and txacbV of Mrsses cuid Inns systems. suoANSI/rP11 Quality Criteria. OS8.89 and SCSI Wilding Component 6904 Parke East Blvd. Safety Irgormatlon available (Fern trim Plate ( FIillluto. 218 N. Lee Street. StLe 312. Adexancift VA 22314. Tampa. FL 33610 A14 IHIP - r 12 I 1 I _ _ _ T11342193 1 z77aK 1-0 7.0.5 15.0-0 20-0-0 25-0-0 32.11-11 4000 1-0 0 7 OS 7.11.11 5 0-0 5-0-0 7.11.11 7-0.5 -0 Scale . 1:72.0 Sx6 = 20 II 5x6 = 6.00 F172 4 17 S 18 8 3x6 = „ 12 _ _ im = 30 = 4x6 = 3x8 = 06 = 30 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Ven(LL) -0.36 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Ven(rL)-0.8210.12 577 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(TL) 0.17 8 Na n/a BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudlns. 3-4,6-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. BOT CHORD 20 SP No.1 'Except' 11-13: 2x4 SP M 31 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1865/0.6.0, 8=1865/0.6.0 Max Harz 2=133(LC 11) Max Uplift2=-358(LC 12), 8=-358(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15-3361/1262, 3-15=-3176/1261, 3-16=-3112/1251, 4-16=-2993/1267, 4-17=-2438/1084, 5-17=-2437/1084, 5.16=-2437/1084, 6-18-2436/1084, 6-19— 2993/1267. 7-19=-3112/1251, 7-20=-3176/1281, 8-20=-3361/1262 BOT CHORD 2.14-1027/2900, 13-14--651r1210, 13.21=651/2210, 12.21=-651r2210, 12-22= 659/2210, 11-22=-659/2210, 10-11=659/2210, 8-10-1035/2900 WEBS 3.14=-479/380, 4-14=-275/812, 6-10=-275/612, 7-10=-479/380, 4-12=-112/526, 5-12=-352/206, 6-12-112/528 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=5.Opsf; h=25ft; Cat. II; Exp C: Encl., GCpl=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2.0.0 to 15-0-0, Extedor(2) 15-0.0 to 29.2.15. Intedor(1) 29-2.15 to 41-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 8. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) *This manufactured product Is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNWG - Varl1V dad9n parrmar4ra and READ NOTES ON THISAND INCLUDED MrrEK REFERANCE CAGE A074n rev. 186VAIS BEFORE USE Design vaikf lot use only vnth Nfek8 conneclors. tills do*p Is based only upon paanelers shown. and is for an individual building component. not a lurss systom. Before uso, the lxBdrtg designer must verily the 01VICabllh 01 design paaneters and properly I corWrato this design Into the overall Additional lernpotary and lonnanent tyacing M iTek" txBdingdesign. Idractlg indicated Is to pevent buckling of individual ivVAaeIrtm web and/or chord members only Is always fegJrod for stcd)dlly and to pevent collaim with possible personal "jy cm properly damage• For general guidance tegadng B1e kAxlcalloix storage. dorlveM etectlon and tracing of fames and lam systems, sooANSVIPI I QuaUrV Criteria, OSB-89 and BCS1 Building Component 6904 Parka East Blvd. Tanpa. FL 33610 safetyIMomtallonavdiabletrainin= Rate InsBMe. 218 N. Lee Street. Su lle 312. Alexandria VA 22314. Job Truss Truss Type ty T11342194 T80208 m s HIP 2 1 Job Reference(optional) GYrlaefa htttlJOYlta. Ieliga, ream Vny, ranee aaaoo ..r.._ __._ _... __...___'.'__. `._. ______ __..._ -__-_ - _- ID:81s7p2vjcca41B9DL55wDPz_POS•LkCSH4hEzOt9rDn?SUOza085EUs6"Wdel rrUz7IOJ 1-0 70.5 13.9-S 17-0-0 20-0.0 23-00 2112-tt 32.11.11 40-0-0 1-0- 7-0.5 6.9.0 3 2.11 3." 3.0.0 3.2-t l 6.9-0 7-0.5 1 Scale - 1:71.5 4x10 MT20HS 6.00 12 3x8 11 4x10 MT20HS 2 6 21 7 22 8 3x4 = 4x6 = 3xa _ 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.44 14.16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(rL) -1.10 14-16 >432 160 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(rL) 0.18 12 We We BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 209 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. 6.8: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpt 5.16. 9-16 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1865/0.6.0, 12=186510.6-0 Max Horz 2=148(LC 11) Max Uplift2=-372(LC 12), 12=-372(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-3352/1215, 3-19-3261/1235, 3.4=-3082/1211, 4-20=-2943/1214, 5-20_ 2904/1223, 5.6— 2121/976, 6.21-1895/913, 7-21-1895/913, 7-22=-1895/913, 8.22=-1895/913, 8-9=-2121/976, 9-23=-2904/1223, 10.23=-2943/1214, 10-11 =-3082/121 1, 11-24-3261/1235. 12-24-3352/1215 BOT CHORD 2-18=-980/2888, 17-18=-698/2269, 17-25=-698/2269, 16.25=-698/2269, 16.26=-706/2269, 15-26-706/2269, 14-15=-706 2269, 12-14-988/2888 WEBS 3.18=-435/314, 5.18=-197/736, 5-16=-603/370, 9-16=-603/370, 9-14=-197/736, 11-14=-435/314, 7-16=-379/1134 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vu11=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=5.Opsf: h=251t: Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exteflor(2) -1-0.0 to 2-0-0, Intedor(1) 2-0.0 to 16-10-7, Exledor(2) 16.10-7 to 27-4-8, Interfor(1) 27-4.8 to 41.0-0 zone; cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 lb uplift at joint 2 and 372 lb uplift at joint 12. 8) 'Semi -rigid pltchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 9) 'This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' WARNING. Verily dedyn paramefa s and READ NOTES ON TIM AND INCLUDED ARTEX REFERANCE PAGE A07477 MV. taozQoIS BEFORE USE Deslgrl valkl for use orgy vAlh MI lek®Conrloctors. R* cleslgn Is based orgy ulm lxbamelors shovAl, and Is loran trtdhAclud buldino Component. not a truss syslertl. Belore use. 1he rxAldnlg cic slOrler mtat vority 1ho altl lcc"lly of design lxacanelers anti lxoperiy W(Xporale Ihh doslgn Into the ovwall only. Addlbncf le nMM and permanent blur-Ir1g MiTe k' ding design. Bracing Indicated Is to IHovent b uCkttrlg of IndlMuctl truss web and/of Chord Members Is always requited (of sldllllly and to rxovonl collapse with possible porsonal tr1My and poperty darnago• For general guidance reWc1hU the kaxicallem storcQe. dc9Nery. erection and bracing of tnrAescfrlcl truss syslems. seeAN51/IPII Quality Criteria. OSS-89 and BCSI Wilding Component 6904 Parke East Blvd Tampa. FL 33610SafetyInformationovcgablo9omIranRatetimilMe. 218 N. too Street. Suite 312, Alexardrlo. VA 22314. Job ruse Truss Type ry Tt1342t95 T80298 R16 Hip 1 1 Job Reference tional t l fG•7a•ff Nit] Pnn.l Builders Fest5ource. rdnga, cram eey, mores ruoo,.........,...-__.-.•...-.....--_...__.----•--------------._-- --- I O: BIs7p2vicca4iB90L55w0 Pz_POS•pxmgUOiskkOOTMMBfBxC7dhG6uCDrl zXXHxil wz7?OI 1-0 74.5 13-9.5 ta•t•4 20.0-0 t•1012 26.2•tt 32.1t•lt 40-" 1 7-0.5 6.90 4.3.15 1.1012 t-10.12 4.3.15 6f10 7-0.5 -0 Scale . 1:71.5 3x8 6.00 rl2 3x6 II 3x8 Zr JAv — 3x4 = 4x6 = US = 416 = 30 = LOADING (psi) SPACING- 2-0.0 CS1. OEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Ven(LL) -0.43 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Ven(rL) -1.07 16-18 >444 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 Horz(TL) 0.18 12 We n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 204 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied or 2-2.0 oc punins. 6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 1 Row at midpi 5-16, 9.16 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=186510.6-0, 12=1866/0-6-0 Max Horz 2-159(LC 10) Max Uplilt2=-381(LC 12), 12=-381(LC 13) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19-3348/1191, 3-19=-3255/1210, 3-4=-3080/1188, 4.5=-2940/1200, 5.6=-2103/960, 6-7=-1842/907, 7.8=-1842/907, 8-9=-2103/960, 9-10=-2940/1200, 10-11 =-3080/1 188, 11-20=-3255/1210, 12-20=-3348/1191 BOT CHORD 2-18=-958/2883, 17-18=-690/2277, 17.21— 690/2277, 16-21_ 690/2277, 16-22=-697/2277, 15.22=-697/2277, 14.15=-697/2277, 12-14=-965/2883 WEBS 3-18-423/310, 5-18-192/724, 5.16-695/411, 9-16-695/411, 9-14— 192UV, 11-14=-423/310, 7-16-443/1273 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph, TCDL=4.2psf: BCDL=5.Opsf; h=25fh Cat. 11; Exp C; Encl., GCpl=0.ie; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0. Intedor(1) 2-0.0 to 18-1-11, Exterior(2) 18-1-11 to 21-10-5, Intedor(1) 26-2-11 to 41-0.0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurcent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCOL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 381 lb uplift at joint 2 and 381 lb uplift at Joint 12. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 8) 'This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' Q WARNING • Verily dedpn psnmeren and READ NOTES ON THIS AND INCLUDED AUTEX REFERANCE PAGE MO-7473 nv. I6012015 BEFORE USE Lle* rt vdld for usab ordy vem M icekb conttaclors. 011s dtf Qn is based only upon paranoters shown. and Is for an hdlvidu l bildho component. n01 a tans System. aefae use, he building designer must verify the droicabllty of desion paaxnetefs and pxopony Incorporate Iftls design Into the overallAddtfionltemporaryandpermanentbtacing MiTek' IxBding design. Bachg Inc&cated Is to lxovent bucMing of Individual mm web and/ot chard members only. is always reapdred for stability and to rxevant collapse wllh possible personal " and Wopony damage. Fa general guidancece regarding the Iabdcaflogx storage, delivery. erectlon and Ixaclng of musses and Inns systems. soeANSI/lPl I Quality Criteria. OSS-89 and SCSI SuRcIN Component 6904 Parke East Blvd. Ton", FL 33610 Safety information ovdlable from truss Rate trullMe. 218 N. Loo Sheet. Sulto 312. Alexandria VA 22314. Job russ russ ype ty y T11342196 T80298 Rf01 FLOOR 1 2 Job Reference(optional) tluo"Is Fusmource, l alipa. clam 4.Y. rWr -.9 r. .___._.._._.. __. ._.____ .___.. _„_ ID:els7p2vicca4jB9DL55wDPz POS•H7KCimjUV18s4WxODvTRfrERlldaaj6gmxg7rMz7')OH 2•f•8 4 6.2 6.5•14 8.6 10 1No 4 12.11-12 2.1$ 2 4.10 1.11.12 1.11.12 2412.18 20 II 3xB = 3 3x8 2x4 II 3x8 = 6 3)0 Seale . 1:22.4 20 II 4x6 = 3x8 II 20 If 7x10 = 20 II 3x8 If 06 = 2. 1 8 4.6 2 6 6 14 &6 10 10 10 4 12.1 1.12 a. rn 1.11.12 1.11.12 2-4 1 _ 2.1•B Plate Offsets (XY)-- 12.0-3-a 0.1 I 13.0-3-b 0.1.81 15.0-3-b 0.1.81 16.0.3.E 0-1-81 19:0.4-12 0-1-81 111:0-5-0 0-4-121.113:0-4-12.0.1-81 LOADING ( psf) SPACING- 2.0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 VBn(LL) 0.22 11 705 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Ven(TL) 0.32 11 477 240 BCLL 0.0 Rep Stress Incr NO W B 0.84 Horz(TL) 0.03 8 We nta BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD SOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( Ibtsize) 14=2762/0-5-4.8=2762/0.3-8 Max Grav, 14=2967(LC 3), 8=2967(LC 4) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-5428/0, 3-4=-8335/0, 4-5=-8335/0, 5-6=•5428/0 BOT CHORD 13.14=0/5428, 12.13=0/5428, 11-12=0/5428, 10-11-0/5428, 9-10=0/5428, 8-9=0/5428 WEBS 2-14=-6420/0, 2-13=0/2897, 3-12=-1698/0, 3-11-0/3544, 4-11- 546/0, 5.11--W3544, 5- 10=-1698/0, 6-9=0/2897, 6-8=-6420/0 Structural wood sheathing directly applied or 3.0.1 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- ( 8) 1) 2-ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7.0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Girder caries tie-in span(s): 12-5.0 from 0-0.0 to 12-11-12 5) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1029 lb down at 6.3.0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) ' This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Van: 1-7-100, 8-14=-288(F=-278) Concentrated Loads (lb) Vert: 11-596(F) WARNING • Verily design paramefara and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MAL7473 rev. IMMIS BEFORE USE Design valkl (of uw only Win Mllek®connectors. ItYs design Is based only ufm IWonelols shown, and Is for an Indlvkkrof Wilding component. not a arcs system. Below tse, the bxadlno designer must vaAfy, the clplkcAMlty or design paanote13 and popody Incorporalo ihh design Into the ove,11 ding design. 9actng Indicated Is to Ixavent Lucatng of WMdtKd truss web cxxl/or chard mombefs only. Addllloncl tomporay O d ra-nanentIxactrp WOW Is always recµdrod fa stM9lty and to Ixevonl cdtapso wllh poablle pxsoncd blluay and popery domogo. roc gonorat guidance regarding the IabrleclkxL staago, cktf". erectlon and brocing of Inases cnd tnss systems seoANSVFPI I Cuallly CdtacW, OSS-89 and 8CSI Building Component 6904 Parks East Blvd. Safety Information avalk"o from Russ Rote Miltdo. 218 N. too Sheol. Sudle 312. Alexanddo. VA 22314. Tanpa, fL 33610 Job ruse Truss Type 1 ty Ply Ttt342t97 T80298 RF02 FLOOR t 2 Reference(optionaliJob unn L,n 17 1[-•Jrt 1O OA17 Pnnn 1 Buddate F@ctSource. Tampa. Pram City. Florida 3356G ..v+...r,...................,........_,.. ..•....._.. __..._ . _._- .- --- -.- - 10:8ls7p2vjaca4jB9DLS5wOPz_POS-H7KCimiUV 18s4 W xODvTRIrEU9leCahwgmxg7rMz7?OH 2.2•a 5.7.12 "-7 10-11.2 13 6.13 16.2.8 198-0 21.10•a 2.2.4 3.5-8 2.7.11 2.7'11 2.7.11 2-7.11 3.58 2.2d Sx8 = 2x4 Il 2x4 II Scale - 1.38.0 3x6 = 3x8 = 3x6 = 30 = 20 II 2x4 II Sx12 = A S A 7 a 9 10 2x4 II 7x10 = 306 = 3x4 = 4x10 MT20HS = 3x4 = 30 = 8x10 = 4x6 II 2x4 II LOADING (psi) SPACING- 2-0.0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Ven(LL) -0.47 14-15 >548 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(rL) -0.74 14-15 >350 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO we 0.98 HOrz(TL) 0.06 11 n/a We BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 233 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Stnrctural wood sheathing directly applied or 3.8-2 oc purlins, except 6-10: 2x4 SP M 31 end verticals. BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 20 SP No.3 'Except' 6.0-0 oc bracing: 19-20. 1-19,10.12: 2x4 SP No.1 REACTIONS. (lb/size) 20=1766/0.7.4, 11=4601/0-4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-2654/0, 1-2=-4371/0, 2-3=-4371/0, 3-4_ 4371/0, 4-5= 8272/0, 5-6=-10597/0, 6-7=-10597/0, 7-8— 8810/0, 8-9=-8810/0, 9.10=-8810/0, 10.11-5416(0 BOT CHORD 18.19=0/4371, 17-18=0/8272, 16-17=0/9523, 15.16-0/9523, 14-15=0/9523, 14-21= 0/10597, 13.21=0/10597, 13-22=0/6810, 12-22=0/8810 WEBS 2. 19=-748/0, 9.12— 760/0, 4.17=0/1488, 7-14=0/404, 1-19=0/5218, 10-12=0/10324, 4.18= 4372/0, 5-17-1406/0, 7-13=-2018/0, 5-14=0/1212 NOTES- (9) 1) 2- ply truss to be connected together with 1 Od (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0.7.0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc, Except member 12-9 2x4 .2 rows staggered at 0-2.0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) lace in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 6 = 20%. joint 16 = 200b 6) 'Semi - rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger( s) or other connection device(s) shall be provided sufficlent to suppon concentrated load(s) 2309 lb down at 19-8.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE( S) Standard 1) Dead + Floor Live (balanced). Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads ( pit) Vert: 1- 10=-100, 20-21=-10, 21-22=-450(F=-440), I I-22=-10 Continued on vaae 2 0 WARNWO • Verily dadpn pannretara and REAO NOTES ON TNIS AMC INCLUDED WrEK REFERANCE PACE MO.7473 rev. 160VA16 BEFORE USE Design valid for use only elm Mllek®connoctots. this deslgt S txed ordy upon paamefers sivxrn and Is for an Indi iddal building Component. not a in= systotn. BCtao tao. the txBdirtg dosignan must verify the appllcaltltly of design patai nelors and property Incoftarato this design Into tho overall Additional IompotaryandpermanentbracingMiTek' building design. ®ock Q Indkwalod Is to prevonl buckling of Individual itust web and/ot chord mombors only. is always test fired lot stab6ky and to prevent collapse elm possOrle personal k#jry and ptopenty damage. For general guidance tegQ`ding the fa ricatlom sloraoo. delivery, etocllon and tracing of tnnsses and Inns systems, socANSI/IPI I Quality Crilerla, DS6.69 and IiCSI eullding Component e East Blvd. Tampa. 6904 ParkeEast avtle corn truss Plato utsOMo, 218 N. Lee Street. Suite 312. Alexandria VA 22314.33610 Safety IntonationWbl Job T russ Truss Type — ty, Ply Ttt342f97 TB029a RF02 FLOOR 1 2 Job Reference(optional) ismats FUstbo tes, r amps, cram tray, morm woos LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 12=-2309(F) 10:8ls7p2vjeea4j890LSSwDPz_POS-H7KCtmjUV t 8s4 W xOOvTRfrEU'IlaCahwgmxg7rMz7?OH Q WARNING, • Vstlly dedlin pammetara and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE MO.7473 M. 140=15 BEFORE USE. Design valid for use only wim Mllek®connoclots. IM design B based only upon rximmoters atnown. and Is lot an individual txAdlrlg component. not a Irtm system. before use. the building doslgner mttsl verity she g4AIcabAlty of design pxnanoters and property Incorposato this doslgn Into the overallAddilenllernpxxaryandpermanenttxacing MiTek' IxddUV design. ®acing Indicated 1s to Ixovent txtcidbV of Individual mm web cold/or c11ad members only. is ahvays togtlrod for sta"lry and to ptevonl colla im vAlh pxos a personal "and txotxxty, damage. For Dental guidance regarding the klxicalkxl. storage. delivery. erection and tracing of trusses and tnm systems, secANSI/IPI I Quality Criteria, DSB-89 and 8C$f Building Component 6904 Parka East Blvd. Safety Information avdk"e horn ktm Plato Institute. 218 N. Leo Street. Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ' tY ply n 1342198 T80298 Vol Valley 1 f Job Reference Lionel u.... r... f l 1 S n•.'r Mnf 7 Pnnn f BWldere Fntl50Ufte, pampa, Yram coy, 1-I011aa J4000 -•^-_.•.._I:ig.'-'--'__---- --_ - IO:BIs7p2vjCca4j89DL55wOPz_POS•UuW6k6GLGlig W amc_gC2mm013yJN W q?bQhNoz790G 2.5.4 2.5.4 Scale. 1:6.9 4.00 12 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.19 Vert(LL) 0.00 1 999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.01 1.3 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 3 We rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 6 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/si2e) 3=88/0-3-8, 4=53/1-0-0 Max HorZ4=31(LC 8) Max Uplift3=-48(LC 8), 4_ 13(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5.4 oC purilns. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf,. 8CDL=5.0psl; h=2511; Cat. II; Exp C; Encl., GCpi=0.18: MW FRS (envelope) and C-C Exledor(2) zone. cantilever left and right exposed ;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 13 lb uplift at joint 4. 5) 'Semi -rigid pitchbreaks with (lxed heels' Member end fixity model was used in the analysis and design of this truss. 6) *This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Q WARNING . Verfry dafdpn parametwo end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE Ma7Q9 rev. IaWMIS BEFORE USE Design vdkt fa, use only vAm "lek®Corxnectos. Ras deslfit Is tX sed ally upon paameters shown, and is lot an IndMtklal L.xAdhg component. not a Was system. Below uso. the building deslpnor mast verify the apllicalAlly of doslgn Ixtranolefs and proporiy hcorporato min cfaslgn into the overallAdditionaltemporaryandpermanentbfoCing WOWfrddhgdL-*jn. ®ache Indicated Is to proven) btckling of Individual tam web and/or chard members orgy. Is always rocµhod for stability and to prevent eollarAe vAlh posstxo personal "and properly damage. for general gcrldance regadhng the 6904 Parke East Blvd. fctbrlcatlorx sWago. delNory, oraCllon and Lxacing of famos and truss systems, se0ANSI/tP1I Quality Criteria. DSB-89 and SCSI Building Component Safety Information avaalcible from truss Plate InstlMe. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Taupe. FL 33610 nt TSM98 V02 Volley I 1 t , '------'--' 4.4.13 5•S-4 4.4.13 Scale . 1:12.2 20 2x4 II ozlii 4.4.1 147 LOADING (pst) SPACING- 2-" CSI. OEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.00 2 rVr 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Verl(rL) 0.01 3 n/r 90 BCLL 0.0 ' Rep Stress Incr YES W B 0.08 HOrz(rL) 0.00 We rVa BCDL 10.0 Code FBC2014/rP12007 Matrix) Weight: 16lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-4 oC pudlns. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10.0.0 oC bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=142/5.4.0, 5=263/5-4.0 Max Horz 1=60(LC 8) Max Uplift I =-25(LC 8), 5= 73(LC 9) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-204/268 NOTES- (7) 1) Wind: ASCE 7-10: Vult=139mph (3-second gust) Vasd=108mph; TCDL--4.2psh BCDL=5.0ps1; h=25fl: Cat. II; Exp C; Encl.. GCpl=0.18; MW FRS (envelope) and C-C Exledor(2) 0-11-5 to 3-11.5, Intedor(1) 3.11-5 to 5-5.4 zone: cantilever left and right exposed :C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 73 lb uplift at joint 5. 5) Non Standard bearing condition. Review required. 6) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) *This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' A WARNING - VadlT daalyn Peremeron and READ NOTES ON THIS AND INCLUDED AHrEK REFERANCE PAGE 0101473 rev. 1&03,2015 BEFORE USE. Oe*p valld lot use Only with fvtifeW con noclofs. Ills do*p Is Ixaod only upon r"Olnelers drown, and Is for an i nUlvld al buldng component. hot o Rtm system. Beloto uso. Iho Ixlkling deslgnot must vedfy Iho cRKxkal)Ilty of dCOM Ixxcxnelen and Ixolxerly Wortxxalo "*design Into the overcall txacing design. Bracing Indicated is to proven) buckling of Individual Inns wet) and/or chord members only. Addition" temporary and permanent Ixacing Welk' Is dways rectudrod for stability and to Ixevent cdlgxo with possible personal Injury and plop my damage. For general guidance regarding the storage. delivery erection aril b(oci ng of frumes and fntss systems, weANSI/FPI I Cua11ty Cdterla• OSS-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Rom fruas Plato Institute. 218 N. Leo Street. Suite 312, Alexandria. VA 22314. TorMa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. V/1 dr For 4 x 2 orientation, locate plates 0-'A,? from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown In ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind toads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek° MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. dlogonal or X-brocing, is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested porties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wore at joint bcohons ore reguloted by ANSI/TPI 1. 7. Design assumes trusses will be sultobly protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted. moisture content of lumber sholl not exceed 19%at time of fobricotion. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated. or green lumber. 10. Comber is a non-structurol consideration and is the responsibility of truss fabricator. General practice is to comber for dead bad deflection. 11. Plate type, sae, orientation and IOCotion dimensions Indicated ore minimum plating requirements. 12. Lumber used shoU be of the species and sae. and In oil respects, equal to or better than that specified. 13. Top chords must be sheathed or purllru provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less. If no ceiling Is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or otter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back. words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in occordonce with ANSIAPI 1 Quality Criteria. 6 6 a KCDmmK K KK Km-1 CD CDOfKKRK II II Y I q N II I II p N II II q d q 11 i i 1 0 i WM 1 FO 11 FO I1 FO I FO I 1 i Ij FO O\ 11j FO FO FO I FO' IqII.. FOO rWINcor 0\ ROL 11 itp i I IOLI I ROTI 20'1EP FLOOR OC. FIELD ADJUST SPACING FOR PLUMBING A/C CHASES p2p M sue Date 18-00-00 ocov COPY i j y Rh v RK OKA RIL x -- -- i wi d i r; i JO 4 o::•::•:u:.:•:::•:•:Gr.•:•:•:r::•:o::.::::o:•::• i o • • • • • • o • m 101 J02 103 e wILO SANFpRp O OgRTh 17-2090 DEARWG HEIGHT 5GHEDULE 9 4 20'-3/4- O O Hanger List H1 HTU26 H2 THA422 NOTE5: L) REFER TO HID 91(REC0*0VAT10N5 FOR HANOLM INSTALLATION AND TEMPORARY MUM) REFER TO EN61NEEIZEO ORAWN55 FOR PERMANENT 6M6% REQUIRED. 2) ALL TRUSSES (KLIDIN6 TRUSSES UNDER VALLEY FRAMOLG) MUST 6E COWLETfLY DECKED OR REFE9 TO DETAIL VVJ5 FOR ALTERNATE 6RAUNG REQUREMENTS 5) ALL VALLEYS ARE TO OE LONVENfIOVALLY FRAMED 6Y 6UN.DER. 4) ALL TW%E5 ARE OES16WO FOR 7 oa. MA)UMUM SPAGN6. U4.E% OTHERWISE NOTED. 5) ALL WALLS W06N ON PLACEMENT PLAN ARE CONSIDERED TO DE LOAD 6EARW4 UNLESS OTHERWISE NOTED 6) SY42 TRUSSES MUST DE WALLED WITH THE TOP 6EIN6 UP. 7) ALL ROOF TW% HANGERS TO 6E 51MP50N HTU26ULE%OfHERW15ENOTED. ALL FLOOR TRU55 HAMM TO 6E 51MPSON THAA22 UNLESS OfHERW15E NOTED 6) 6EAMMADERA INTEL (HN) f0 5E FUQ65HE0 DY 6ULDERR. 5HOP DRAWING APPROVAL w LAYOUT IS THE 50.E SWRCE FOR FAIRN:A w OF Wjif$ NOV00i ALL FREVM ARORTECTURAL OR OKI TOM LAYOUTS REVIEr AN1 APPROVAL Of 1H5 LAYOUT MUST 6E RECENEO 6ETOCE ANY f6fti ItL 6E 6UU. VEM ALL TWINS TO RPM A6AN5f OWaS THAT tit RESULT P+ E)(19A CHAIR$10 YOU Cj of Oyu Builders FirstSource Orlando PHONE 407.651-2100 FAX:407.891-7111 Plant Glty PHONE 815-759.5Q51 FAX:815-752.15)2 Taylor Morrison Homes L: Daahene III A Lot Jfx UM 1: 2-16-16 Rick RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 7" 2 0 9 0 I`'ILD/"c SANFORD Project Location Address: q-6 f-Red Rose Lane. Lot 298 FA ART10 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL15225-113 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09-R2 Sectional marr Garage Doors Sectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL12019-R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Atlas Roofing Shingles FL16305-R4 Underla ments InterWrap, Inc. Underlayments FL15216-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shinales Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Weather Vent Roof Vent Miami Dade Approved Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Enciineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R3 Applicant's Signature q/ Applicant's Name Please Print) June 2014 4 Me= tKJ( 4V ESOE ORf•G/f Q(pR!OM01 R!l cR •ft4ED001OMI TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS tk t0' 11' 1 31' 1 53' YvIMoOw Cu3.Qrt'S D SII to 3194 n SR 31 SI i 3S' U 54 37 33 54 1) 54 3394 3 51' 1454 W 34 50 14 S4 34S4 5 63' 654 $73551 )SSW B94 r r3 tl 54 N 36 $4 % 34 1 36 V e GC•vm1twRTOP911G5FOR ALL awS UVW M AMU3.11WiOHAT YRRY?ER t'1NFACMR 40 SKCFYI11Rt5 ER 10 RWR FLO* FOR S111E a MW 16ED (SIDLE It1G•SA Cam• 064, OR RM a AS& F(j) M VOIN MOM ME OM a ANORPA ! ame twin rM MM OIDFJ Aw PC FKMC4=a$ WcEata MEto*Uwe a ne Ole "IQ 0 M to=$ua WV01. IOOS Aw.0 %*w ROMa It R aVOIRODUOJOLMAM WWW go," at• OMO riu Ra Rim 0000 MU R300M'61aa • I wAcw e,(R V%m om OR swN Oi(aulrDVMbMfG•!a•F MSW KOM FMOUR• SMEOIM MMIRRt IORUliI !?0. 7IO1 pEVlSS OO I W 014i101 tT 116`' 10 IGRD, BfJ aL!POLLm FOhK II1Rb RRIIKR • V. FOr gy/p77 RteloRxlt:o t4x W-wihovis- le TLITP-Vol NA vus:. TL I4:Soy. Z Gc%lwam gmfosm I=MR Mail lU oonm Kom DOOR RROO• UOUI 6t 4W MR R LaUG IOtYW ar' MAN FLOOR 1453 SF. ")GVOO UPPER FLOOR11416F. L TOTAL LtVWj 16PlO 6F. GLRAGE 411 SF. o.m Wool R.Y rglTs L AU w 6F. POR:14 k4 SF. TOTAL $a FT. 3b11 SF. MAIN FLOOR PLAN NOTES tee` 1 GARAGE LEFT ^ 1 Al t ctT eecwe ro sa[ 0.000 wu WILT W RFo Tf[rJr • Sy r7rSe: r)O11 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS # Tk b' tP 91' a5" WINDOW CALL -OUTS 70• ICdf4 JpSFG 7O3FG. a SF4 te• 167Of4 1OZO FG TOb FCa 4m FG gl. WO w 103054 3030 59 4W w Z 6• X wO w too S+ lwo w 4940 SW Wew 'm% ico51 a6ow T7' low Itte w k%O w aDSo wWSW, GC WPO WXM OPVM. FOR ALL"M, V%M 90 APO ASTALLATION MAT VARY FER C MAKFCAMR AND 5PECFlGIT03 Z TSERTORQ7RPLA!6FOR STREff0PL= LAW ( SKLF "-S L CASM- C". OR FDW LASS- FG) CLEAR OK" NEWS * MaLw9Nom Ka-mof Om au" w= 4%=lwmXw WA afcw0A 4K 0SEWAR A1RaQ taoaKtmr[Srr1N myKmlFRNMJOKN""4Wft @ a rJ,Mlr6 M Ipe.S alm E K fAlfDllmpO K Wamolly" K Denullsmeca• r I I I I I I I r+ s A •• I I MAN PVC MAN " I L41 . ju ra uu I I I aa,• r robI RlratroSHi AlyawfltilLaRnrooyea, oe BEDROOM 2 W-. W-•• V- Y Fa•r as oLcmr wmuni PN 1101; 1 • ro BEDROOM 3 r- C R.r KC 0" e.Al Y IftLR UN TN 1 TO Pr rd II II laa OW' rL i-! III vD n.rac 11 - \_ 1 m iiaa Ira as •r I i I I I I I 1 1 I I I I I I 1 1 1 1 I I 1 I 1 I Ir -i r-il1 I 1 j I I I I 1 I I I 1 1 y I I I I agu ro leer 1 asranuluaamR I I I ran v ore•aR I I I 1 6C rpIrtRR 1 1 I I I I RJQ/ W S•IS.Sr1? I I_____ __ __ _ L — — ---------------------- 1 1 J i 0 0 0E e,tii em na ...[ for na a sage ac- m-n t s 4O RAl[ O\{IW QaM•.y 0. •1Nl d w. am Tn u.w. n•o IAJr r wwwwvaa• Tm• i V) exe7ml A le uj co Z Z 0 Q a. 0 o 4: t,- E- 0 L C, o A NJO Q 2600 na[ luau nor ly.N nores • UPPER FLOOR PLAN NOTES W'.rY GARAGE LEFT Florida Building Code Online F'QON-r -It)C)OR Page 1 of 3 Regulation ric v f ppf, I ems forme I L" In I use, fleolstrauoe : itx roam I SVWWt sumame 1 Scots a Fags I Puoaonwts I F5C son I ems sae Mao I uMa I SeaMb Bus nes )l product Approval Pro#essi A. USER, Pubk UW Regulation 1, agaijam is1 i Aytgteatloo D&Sfl' FL # FL15225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived - Product Manufacturer Therma-Tru Corporation Address/Phone/Emall 118 Industrial Drive Edgerton, ON 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Cary Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) end Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 https://www.floridabuilding-orglpr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKIZIQ... 7/20/2015 Florida Building Code Online Page 3 of 3 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 1522S.S-68 (61 Door Products), INST 15225.5-80 (8'0 Door Products) and INST IS225-68M (6'8 Door Products Direct to Masonry) for Installation Instructions. Note - Glazing Shbil comply with ASTM E1300- 04. (This product approval requires the use of 'J' part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions Ft IS225 0 dl INST 15225.5-68.6df F1 t S225 R3 'll INST'15225.S40.odf a tc225 0.3 II tNST'IS22S;:WM.odf Verified -By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports by independent 15225.E f. -premium series-, 'Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Serles" and 'Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru' with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Ye, Impact Resistantl No Design Pressure: N/A Other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (8.0 Door Products) for Installation Instructions. Note - Glazing shall comply with ASTM E1300-04) Certification Agency Certificate M tci c R3 C G!E 1522S.6•NAMI'cki.'odf' Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions .. Fl TS»S R3 it INS 15225:6-BB.edf a tc»c t n INST lss2s.6-Bo.aer Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Ft Ic»c R3 AE EVAL 15225.6-68.2df Ft t Sr15 R3' AE EVAL IS22S.6-80.od[ Created by Independent Third Party: Yes contact us::, jem a'Ma A ladnree great. Tallahassee FL 32M Fbdne: 111SO.,a7-tC201 The State of fiorloa is an ANEW employer- n,r.b,br TaD7.1At'e qaN of FteAdaa :: :: Acaesdhanv Sr. X= :: Refund StitIfflSOi Under Florida taw, amen addresses are public mmNs. If you do not want your e-mail address released In resporte to a pubdorecords request, do flat send electronic man to this entity. instead, contact the Orate by phone or by brad t[lonai mail.• tr you have any auestarts, please contact C50.4a7.139S. 'Punwnt toSeason,55.275(1). Florida Statute% effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartrnent with an emae address Ntheyhavebne. The amens provided maybe used for official communication with the licensee. However emed addresses are public record. V you do rot "ISh to supply a personal address, please provide the Departrrlant Mtn at7te, amalladdress F.hick can be e didt a available to the public To determine It You area licensee under Prodwet Apprwd Accepts- WN 0 N LaNNciumur Credit4- AFE https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV V KJZ 1 Q... 7/20/2015 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutzield Road Certification Date: 10/15Q003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benebmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within n....t....ae..uw.. •...... MANIM r "ifiroene Ptivrsm ia•a ited by The American National Standards institute (ANSI). NAM 3 l:eraneo rroaue Configuration u suw a..... Inswing or Outswin Glazed or Maximum Size DesignMissile Pressure PoslNeg impact Rated Test Report Number Comments X I/S 0111kaue Opaque 3'0" x 6,r 67/-67 No ETC-01-741-10703.0/L-2097nTF-253F Sin le X O/S Opaque 3'0" x 6'8" 67/•67 No ETC-01-741-10703.O/L-2097/iTF-254F Sin le XX I/S Opaque 6'0" x 618" 40/40 No ETC-0I-741-10703.0/L-2097/1TF-253F Double Standard Aluminum Astra al XX O/S Opaque 6'0" x 6'8" 40/40 No ETC-01-741-10703.0/L-2097/1TF-254F Double Standard Aluminum Astragal XX 1/S Opaque ' 6'0" x 6'8" 47/47 No ETC-01-741-10703.0/L-2097MF-253F Double Coastal Aluminum Astragal XX O/S Opaque 6'0"x 698" 47/47 No ETC-01-741-10703.0/L-2097rfTF-254F Double Coastal Aluminum Astragal - OXO/OX/XO I/S Opaque Door 504" x 6'8" 40/40 No ETC-01-741-10593.0/L:-2097rf-fF-253F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/-40 No ETC-01-741-10593.0/L-2097/f'TF-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 8'4" x 6'8" 40/•40 No 7 53FETC•Otandard Double w/Sidelites_ Glazed Sidelites ragalAluminumAstragalStandardAluminumAstraI OXXO O/S Opaque Door 8'4" x 6'8" 40/ 40 No 2ETC -StandardDoublew/Sidelites Glazed Sidelites al _ lumina AstragalStandardAluminum OXXO I/S Opaque Door 8'4" x 6'8" 47/-47 No 9ETC-01-741-10593.OM2097ri'T F-253F w/Sidelites_ Glazed Sidelites I I Coastal.Aluminum Astraaal Double OXXO O/S Opaque Door 84" x 61" 47/47 No ETC-01-741-10593.0/L-2097/TTF-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal v 12nH1 National Accreditation & Management institute, tnc.r4iy4 George Wu3ningtun niclo',,.a p, ... ...,..,. Tel: (804) 684-5124/Fax: (804) 684-5122 NAM AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Tberma-Tru Corporation Certification No.: N1005331-RS 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/3112021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Tberma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" Is only valid If the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within u-:tC-..•t.:..: MA RAIS. A -4 aAa^a Danna.em.:e eeMwdifwt hv•TAe Amerirnn N9tienal Standards Institute (ANSII. JNA nJ'S a..ermiea UI UOOCa Configuration a,asuu ata- Inswing or Outswing Glazed or O a ue Maximum Size Design Pressure Pos/Neit Missile Impact Rated Test Report Number Comments X I/S Opaque 3'0" x 61" 67/-67 No ETC-0I-741-10702.0M2096MF252F Sin le X O/S Opaque 3'0"x 698" 67/-67 No ETC-0 I -741-10702.0/L-2096frM5 I F Sin le XX I/S Opaque 6'0" x 6'8" 40/-40 No ETC-01-741.10702.0M2096/I'I'F252F Double Standard Aluminum Astragal _ XX O/S Opaque 610"x 6'8" 40/40 No ETC-0 I -741-10702.0/L-2096=F251 F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 6'8" 551-55 No ETC-0 1 -74 1 -11 008.0/L-215 I MF252F Double Coastal Aluminum Astragal XX O/S Opaque 6'0"x 6'8" 551-55 No ETC-0 I -741-11008.0/L-215 I =F25 I F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 5'4" x 6'8" 40/40 No ETC-01-741-11008.0/(r215IMF252F Single w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 6'8" 40/-40 No ETC-0I-741-11008.0/L-2151/ITF251 F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" 40/40 No ETC-01-741 F Double w/Sidelites Glazed Sidelites d AluminumAs mRalStandardAluminumAstal OXXO O/S Opaque Door 814" x 6'8" 40/40 No ETC-01-741-11008.0/L-21 5 1 nTF25 I F Double w/Sidelites Glazed Sidelites Standard Aluminum Asuagal OXXO I/S Opaque Door 8'4" x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/ITF252F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 804"x 6'8" 55/-55 No ETC-01-741-11008.0/L-2151/iTF251F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal ie_.a.f-. It1--.-- V 11A?9 National Accreditation & Management institute, tnc q/Ye lucorge .eisuangaou t•.ana Tel: (804) 684- 5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 100 4 i sII t MULLION MULLION MASONRY 4 SHOWN FOR MASONRY SHOWN FORMASONRY1I ,II REFERENCE OPENING TYP. 11 REFERENCE OPENING TYP. HEAD OPENING TyP11 doJAMBSHEADMEADII JAMBS & JAMBS E, 2X SUCK-/-rj 2X BUCK 11 II NU 2X SUCK MULLION 0 SH 0! ti 0OWN FOR 11 REFERENCE iNr. Lr w/sjpE= • SING f W/SIDELITES 13UCK ANCHORING BUCK ANCHORING 4' 4 1- e MASONRY OPENING 1. gm aft &G. & (Im. 2X SUCK 1: Concn,10 onclg "MM at me tomes aW be CoAted to nx*)tab the mh mainfah ift aft edge d0ance to nafm J*k 00d11ondOM-ft =*m nW be mq&*W to Won Me 7AAX 00 CWW &Odom as not ameeded I Concrete - ido table: AN& 0* Alidift MA Aph qjm4XAmw. f6 MIN, CLE4@ANrJ fl? E mil! aw r TAPCOV I/ C 11.1/c uuucom6m. 4 4 GP SHOWNMULLION FOR MULLION Typ. HEAD TYP. .11 REFERENCE SHOWN FOR REFERENCE II doJAMBSASTRAGAL, HEAD SHOWN FOR JAMBS II II REFERENCE2XIBUCK ASG& SHOWMAN FOR CI O C; REFERENCE Ci II II QURtF RUCK DOOR ANCHORING 13OUALF MASONRY] SUCK W/ SIDFLFTES ANCHORING OPENING 501111 m ul 2/ 21/12 i IV-T.S. or JK ac LFS 115225. 5-- or C, 7• PAIRS 30 4- 3' 2— I F- Tw 3' 3'%. tLt u 3. 3' 4' r{ I ^ 6' t L _ 1 1 SEE NOTE 31Tp W/2x BUCK I SEE DETAIL' y/ m. am -. SHEET 3 1 SEE DETAIL '3' INSTALLATIONS J' I TALLATION A 1 W/tX BUCK _ c u _ HST ro9INSTALLATIONW4 - 2 W 1X BUCK y p iei ^ y p TYP. HEAD r AS1RIkCAI' I AUATION t3, ^ a J 1 MULLION N ' I11P. HEAD, N ^ o >.. of SHOWASINA OR 0 SHOWN FOR _ g N _ SHOWN FOR 1 AWN REFERENCE 1 REFERENCE = REON Y1 ONLY 1 - - I _ SEE r. 1 4 0 1 DETAIL ' 4' o 1 SEE t6 1B 1 t6 16 DEVIL o\ 5 1 5' ar^ "pr.+ DOUotr QM WW/SIDELITES A' sox ./ * now ca umlo rxsrcrmr; rto/ o A». u s m 10 roar +ua o7r«ccicral Item DESCRIPTION Moteriol A 1#10 x 2-1 2 D R STEEL B• SCREW 1010 x 1 f, WOOD SCREW STEEL 10x4LHinetoromeSTEEL3 4 9 1 1 10 x 2 LG. PM WOOD SCREW - x - 1 2 I.C. '" R 1 4 x 2-3 4 PFH ELCO OR ITW CONCRETE SCREW 1/ 4- x 1-3/4- ITW P ON R SCREW _ 1 4_ x 3-J 4 ITW PFH NMIL SCREW 3 16 x J-1 4 rTYV PFH CONCRETE SCR STEEL L STEEL S 301 1 4 x 3-I 4 fTiV PFH CONCRETE SCREW 13 TO ASTM C90 CONFORMINC TO AC) 3U OR HOLLOW BLOCK MIN. OPSICONCRETE CONCRETE E21 4 X2-1 4PFH ITW CONCRETE SCREWWOOD HEADER UGAR PINE SG >= 0.343 4 THK. PRESSURE TREATED 1 2 X 1 x 25 vok CORRUGATED FASTENER W/2X BUCK ?, INSTALLATION W/ 1X BUCK C INSTALLATION t21aW/ 2X BUCK 3 INSTALLATION 0 is t W/ 1X BUCK tl DETAIL. '1INSTALLATION d 3 DETAILS' ATTACHASTRAGAL THROW BOLT B STRIKE PLATE TO FRAME AS SHOWN. 3 1 C t oft 2 1 12 wAm N.T. S. s s ono. n: ix Zen LFS '3 rt DETAIL '4' omo -. FL-15225.5- 66 n WTI INTERIOR 1 VERR C OSS S ON on EXTERIOR 4 V ON b I oon on INTERIOR 2' V CAL'CROSS SECTION ou con on EXTERIOR, . At IIIIi ci' l . dC yr " RdTERIOR EXTERIOR 1 20 j 21 12 IlaL r3*N VERMAL CROU SECTION EXTERIOR IE b MOCAL GROSS SECTION ooN5 ton Atlr, or A I aw t, II 11 dD• 7—- vile. 6^ I t MULLION MASONRY MASONRY 1 I•I SHOWN FOR MASONRY 4 OPENING JAMBSHEAD OPENING _ ;; REFERENCE OPENING IYP 11 1I i i!! t fAD HEAD 1 I I I !!!11 / Y do JAMBS, ac JAMBS IL 2X BUCK n O 1I c BUCK ` MULUON .— 1 I ;• ' sJn • SHOWN FOR _ h p 11 ii REFERENCE , IIII 2X BUCK It it I I I I I I r ' SINGLE W/SIDEUTE I SINGLE W/SIDELITES G Co RACK ANCHORING SINGLE DOOR BUCK ANCHORING BUCK ANCHORING 4- 48. 4- 4• • MASONRY 4 1 4 II SHOWN FOR SHOWNNFOR- IICA OPENING TYP. HEAD q NP• II REFERENCE REFERENCE 1t' JAMBS1ASTRAGALHEAD11. SHOWN FOR JAMBS 1 REFERENCE 1 11 2X BUCK It' I Ir a e 1. xG.=OAS i t OWCRtTEANCt10R AlOt6 1 2X' 11 B `SHOWN FORt 1. I. Conoele orx•hor tocolloru or Me torr'er! may Ee o tated b mo6'Mffi1 IM mtn 1 _ BUCK 1 I. 1 REFERENCE I I edge dmar+ce to mono Joins. 1 I 1 11 ^ 2 Conarele anchor locotIom noted m 7AAX ON Ct38Qr m'at be 00 ated to momtam me mb% edge c6lonee ton- kP)omh. odcOlond concrete m'c'a>t tl y I I • 1 I I t - $ may he regLked to arm" the'MAX ON CENMr dfTWM$M ae rot ereoodod I Concrete. ndhormete: - 1 11 1 I I' n C$ ose' 11 IV' 9 1 I1 tl II smr, N.T.S. 1 I1 1 I1. eo er: JK e' c ": e oar ert lfS 3 DOUBLE DOOR MASONRY DOUBLi W/SIOEUTES FL-15225.5-80 n BICK ANCHORING OPENING BUCK ANCHORING vtn a Li O ANCMGR• ANCHOR IMdi. • G j ltfABJACtNi• 11? E• P/dBfOAtEN tpGS ' ANI'NOR rAr coNe 1/1' t•t/ 2' LOO 1p' utttucoN E- C- J I JI—I i-3. 4 1 SEE DETAIL 3• III A in SEE NOTE 3 •1 I SHEET J 1 g 1 MULUON' SHOWN FOR REFERENCE SHASOT 1' 1REFERENCE ONLY I 16 Ig ; Ig fg R 6 1 Ip 5 ai 12 irl lu 1 c. .E. wEw 'C'-'C' OOIJBL DOOR w/S10ELFTFS w/tX BUCM IISTALLATIO1 TYP. HEAD Awes SEE DETAIL 4 - W VA,- zh i A' 6--1 g. NT 4-•I J- 16J, X B1JCX A DETAIL 1 1 4 SEESEEOETiuIa; o 1 IYP. HEAD & JAMBSASVT p SHOWN FOR REFERENCE Q ENCE 0 1 — ta ta d 1 5ic• 0 A• DOOR A t VIEW 'E'-'E' DOUBLE VIEW -A' Dow r/ Olim+tu ooralu6am smax TO DOOR JYe OpOgt11OM lleml DESCRIPTION Moteriol p 10 x -I 2 P H WO SCREW - L STEEL B C#10 1 X i pPW-NW SCREWL 10 z 4 LG. PFN WOOD SE; kAn a to rOMe STEEL 4 1 4 x 2-3 4 PFH ELCO OR ITIY CONCRETE SCREW 5 1 4 x 1-J 4 ITW PFH CONCRETE SCREW STEEL t 4 x 3-3 4.ITW PFH CONCRETE SCREWTEELEEL to SCREW STEELif3tgxJ-t 4 ITw I'M CONCRETE SCREW 1 1 4 x 3-7/4- ITW PFH CONCRETE S RSTEEL 3000 PSI MIN. CONFORMING TO ACI CONCRETEt3301OORYHOLLOWBLOCKCONFORMINGTOASTMC9016 1 4 X 2-17-4 PFH ITW CONCRETE SCREW WOOD H DERJAMBPINESG > 0.42 21 3 4 THK. PRESSURE TREATED SIDELITE PAD 30 1 2' X t' X 25 GA. CORRUGATED FASTENER STEEL B 1 C. t DETAIL ' 4 A' 1 A 1 DLTAtL ' I- 1v 11 0 DETAIL - 3' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. til m 111 2, 121112 i N.T. S. 9 m JK ' o rn LFS a 15225.5- 80 e n or INTERIOR jj INTERIOR 11 3 EXTERIOR EXTERIOR t t 1i9 • INTERIOR EXTERIOR INTERIOR ll-1y CAL cR05 SECTION' Mill, n 9 1 L2 = N. LS. 2 n JK a' rr L FS 15225. 5-80 nn T - T p INTERIOR EXTERIOR 1 HORROMAL CROSS SECRON n l• c INTERIOR EXTERIOR N - 2 ORRo L CM4 SE O O a9« • 3\ MORMOAL CRM 1600N 49/ISpmb o© 1 o HOAR M L CROSS SECTION eonfiplxolbr e A" r t dd R o itN a`. INTERIOR I EXTERIOR 5 NOR IONfAL CROSS O - b9/I tnb All h c22t 12' Rr r N.T.S. B A m LFS ; FL-15225-SSM 2 N a T Ci M1RllON SHOWN FOR i. nR99t@ICf _ G tr9' i JAMB O H TYP. ®JAMBS N/16 JAMB _ o h Comor L is D 9/IBD N e fl'P.OWAD F /IF" o MLUlOH > SHOWN FOR n ti — O — G /r9/16'JAMB T,P. O JAMBS N' 49/ICJMAB tsm OEUB'f ptttt q i r e s" gg 4-011144r' wqoSB ' M za*r IVIEW T."C" SINGLE DOOR W/SIDEL ITES VIEW F-*r VIEW' W-"V SINGLE DOOR W/SIDELUE VIEW "r-'r MOM t, le orr3xt fooaMM o pre catnen maybe c*sted to mdntch the mh. dp,dMM I tomwmFjchfs. 2. Cojjpjfs cmdux locaBCnsnoted asWXONCBawfftelbeo*xtedto ffmWah the mM edge Cretans to MWW Join& oddOond cont"fe a dwe may be requ4ed to enowe Ito W" ON CBWWd Rwtdon ae not amceeded. J. Concrete anchor fable: AMCM ANCMDR I! A bC Met ' Wk sp ANCNCR oNe III a/ r rA UpRACON ff Ne TAA AnnASSHOWINSHOWN SIDEUIE NOTES: 1. The SfdeSte B dhect set hrto the Jamb with V 2) 08 x T POL wood =BMw Them are (e) of each vertical Jamb. from the top down at 1= 3 t ; 48S 6 66' TWO are (2) of the header of'C from the 00W& corners of the home. There are (2) of the sit C ham the oub lde comets. sH DEINL' 1' l SINGLE DOOR VIEW A'= A' PC. ee JK s sw, on LF5 ; tM er ry FL-t5225- 68M c s R W R W Building Consultants, Inc. B Consulting and Cngineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phonc a13.659.9197 Florida Board of Profeasioml Engle een Certificate orAuthodution No. 9313 Product gub Category Manufacturer Product Name Cate o _. Thermo Tru Corporation e SmoothStar^ and "Benchmark by Therms-Tru Exterior Swinging I t8 Industrial Dr 8'8 Single & Double Opaque or Glazed Panels w16 w/o Sidelites Doors ooExteriorDoorEx Edgerton. OH 43517 Inswing I Outswing Assemblies Phone 419198.1740 Insulated Flberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID N 1998) for Thera Tru Corporation, based on Rule Chapter No. 81G20-3, Method to of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or In any other entity Involved in the approval process of the product named herein. Umilatlons: 1. This product anchoring has been developed In compliance with the 51h Edition (2014) Florida Building Code (FBC) structural requirements excluding the -High Velocity Hurricane Zone'. See the Ceftillcetlon Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall Coverings. 3. Wood screws shall be Installed following Installations Instructions of ANSI AFBPA NOS 2012. Ail other fastener types to be Installed following fastener manufacturers installation Instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be speclAed by the fastener manufacture, but In no Instance shall they be less than shown In drawing FL-15225.5.68. S. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 8. Positive and negative design pressure requirements for use with drawing FL-15225.5-68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Reoort No. Test Standard ETC-01=741-10702.0 ASTM E330-02 / TAS 202-94 ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E1886-02I E1996.02 2. Orawina No. Prepared by No. FL-15225.5.68 RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared-W Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Testlna Labitratory ETC Laboratories ETC laboratories Testing Evaluation Lab. Sinned hi Wendell W. Haney, P.E. Joseph L Dolden, P.E. Lyndon F. Schmidt, P.E. Stang a Sealed by Lyndon F. Schmidt, P.E. Slan6d &.Soated Iff Lyndon F. Schmidt P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2WO15 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Box 230 Vdrieo. FL 33595 Parone 613AS9.9197 . Florida Bard of Professional EagineenCenifieaa ofAuthorization No.9a13 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Thera Tru Corporation, based on Rule Chapter No. 614320-3, Method I of the State of Florida Product Approval, Dept. of Business 6 Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umltations: 1. This product anch0ft has been tit3ve1013ed In cornplance with (he,5th Edition (2014) "07 Building Coda.(FBC) ctruehlral requirements excluding ft 1*h Velocity MurAeene2one". See the Certifka>0on Agency-Cer fleate•lof sizes. specifications and design pressure ratings. 2. Pmduct•artchom shag be as 6ted and.spaced as abowtrit on duals. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AFBPA NOS 2012. All other fastener types to be Installed following fastener manufacturer's Installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but In no Instance shall they be less than shown In drawing FL-15225-08M. 5. Where shims are used, they must be a Idgid / stiff materiel that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.66M shall be determined by others for specific Jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1: Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E1886.02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201. 202. 203-94 2. Orawina No. Prepared by No. FL-15225-68M RW Building Consultants, Inc. (CA #9813) 3. Calculadons Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Sheet 1 of 1 Towma Laboratoor Testing Evaluation lab. ETC Laboratories Sloned by Lyndon F. Schmidt, P.E. Joseph L. Dolden, P.E. Maned & Seated by Lyndon F. Schmidt, P.E. Slmied & Seated bfr Lyndon F:'Schmldt, P.E. st111rrtoo p ' Qj 141 Lyndon F. Schmidt, P.E. FL PE No. 43409 2162015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIR:MENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 'X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWAaLE STRESS INCREASE OF 1/3 WAS NOT UScD IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR W000 ANCHOR. CALCULATIONS. 5. =RAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. U%TS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED WPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WO0D FRAMING OR 2X BUCK USE JiO W000 SCREWS WITH SUFFICIENT LENGTH :O ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCFFORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 0---TAILS. 12. FOR ANCHORING INTO METAL STRUCr4RE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO 9E CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. META, STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8• THICK MINIMUM I TABLE OF CONTENTS ' SHEET NO.1 DESCRIPTION 1 I NOTES 2 ELEVATION 3 - 9 1 INSTALLATION DETAILS Rms-am O:SCNTpN MTE WPip.4p AOOEO CHARTS 03/06/12 R.L. REVISED PER NEW TESTING 10/15/13 R IL AOOED FIANCE INSTALLATIONS 12/05/13 R.L. REVSEO INSTALLATION OEiAILS 08/05/15 1 R.L. 33 2, l S SIGNED: 1012712015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY oll(IIIII// J S E:'"// 41 FLOWER MOUND, TX 75025 r •GENs 9 i SERIES 430/440 XIX SGD 143" x 96" REINFORCED AfAi4NOTES CI O(OR10Q;• 2 Oft-?,' m NO av'• 0 080 05 NTS — 02/23/09 5— I OF 9 1 6' MAX - r 5,. 1 1nx L 7' MAX D.C. 96" MAX FRAME HEIGHT i i i 11 6' MAX 143' MAX FRAME WIDTH SERIES 4301440 XIX SGO EXTERIOR VIEW DESIGN PRESSURE RATINGS IMPACT RATING t40.0PSF NOWE SEE CHARTS 91 AND 12 FOR OTHER UNITS AATINGS PE01SIdA5 REV OCSG>dflON I M1E APPRO&M A ADDED Ch1RTS 03/05/1.2 R.'- 8 REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE WSTALLATIONS 12/06/13 A L 6• MAX CHART41 0 REVISED INSTALlAT*N OEWLS 06/05/15 R.L WHERE WATER wxTRA77ON RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design pressure chart (psQ Franc Single Panel and Total Franc Wd01(in) HsigM solo 90.00 36.0 10a.00 42.0 126.00 1 47.7 143.00 Pos Neg Pos Neg POs Nog Pot Neg 0 40.0 1 60.0 1 40.0 1 57.9 40.0 520 40.0 48 0 e8.0 40.0 60.0 a0.0 5a,6 c0.0 46 9 40.0 45 0 820 40.0 59.6 solo 151.7 400 eo l 40. 423 96.0 40.0 5Q6 a0A 149.0 40.0 43.7 4D.0 40.0 CHART 42 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEENOTE9SHEETI Design pressure chart (pso Frame Sep Penel and Total Frame Walm (In) e" 7R0 36.0 4L0 1 47.7 h) 90.00 10a.00 126.00 143.00 Pos Neg Pos Neg Pos Neg PCs Neg 84.0 50.0 58 9 2.0 520 460 48.0 sa.0 0.0 545f0. 48.9 0 920 5&6 59.6 51. 51. 46.1 6.1 a23 42.3 96.0 6 56.6 49.0 99.0 43. 43.7 40.0 40.0 CHART #3 Number o/ anchor toes dons required Frartle ShVe Panel and Toud Frame U1dth (in) t•lelghl solo 6.0 4L0 47.7 in) 90.0 106.0 126.0 143.0 H&S Jamb H&S Jemb H&S Jamb H&S I Jamb 4.0 6 6 7 6 a 6 9 6 88.0 6 6 7 6 8 6 9 I 6 92.0 6 6 7 6 6 6 9 6 96.0 6 6 7 6 a 6 9 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" z 96" REINFORCED ELEVATIONS MAN: 0.+ M0 F.A. 08-00503 se" NTS 3i11 02/23/09 1 S"=£' 2 OF 9 SIGNED: 1O/27/ oi5 0 E/251 fr = STTAATkkE OF ; 0i`FS F<ORIOP r ONA11Oa\ WOOD FRAMING OR 2X BUCK BY OT.iERS TO WOOD SCREW pC WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. I EDGE DISTANCE 1 3/8- MIN. EMBEOMENT 1/a' MAX. SHIM SPACE EXTERIOR II I 11 11 11 11 INTERIOR GVJC UIJI—%,r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NCT SHONN FOR CURRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8- M;N. EMBEDMENT 1 1/2• MIN. EDGE CISTANCE JTo WOOD SCREW 3E SET W F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK BY OTHERS 1/a" MAX. SHIM SPACE PEV*0NS ncv I CEswvnor CATE AP-MM A I ADDEO CHARTS 05/06/12 R.E. B REYSEO PE-1 NEW TESTING i 10/15/13 R.L. C ADDED FJV.G? INSTAL1A710e1S 12/06/13 R.-. 0 1 REVISEO INSULLATION DETAILS GB/05/15 I.R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATKNM1 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGO I43" z 96" REINFORCED FRAME INSTALLATION DETAILS OItAN Y; QMG n0. F.A. 08-00503 scat NTS JAT 02/23/09 —E'S OF 9 SIGNED: iolvlm5 J J`' 7 EE OF F• F ORIOPIfl• i lSjs 4NA` I\\aG\ 3/4' MI.N. EDGE DISTANCE METAL ( 1/4- MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SUS OR SELF ORILUNG SCREW MZAL STRUCTURE BY CTFERS EXTERIOR f 10 SIVIS OR SELF GRILLING SCREW i 3/4' MIV. EOG_ OISTAVCE INTERIOR 10 SMS OR SELF DRILLING SCREWS SILL TO 9E SET IN A BED OF APPROVED EALANTIm's METAL STRUCTURE BY OTHERS 3/4- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOwN FOR CLAR?Y. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4' MAX. SHIN SPACE REWsxr+s 0=10v1oN 1 Luh vw+oKo ADDED CHARTS , 03/06/12 R.C. REVISED PER NEVI TESTING 10/15/13 IRL. A0003 FLANGE INSTALLATIONS 12/06/:3 Ft,; - REVISED INSTALLATION OETAILS 08/05/15 I R L. JAMS INSTALLATION DETAIL METAL STRUCTUREINSTALLATTON MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 130/440 XIX SGD 143' x 96- REINFORCED FRAME INSTALLATION DETAILS 0U.N. 3a1; No. F.A. 08-00503 X" NTS 0''E 02/23/09 --A OF 9 SIGNED: 10/27/2015 GENSE`9'P ATOF0 • _ F ,<ORIOP •?: NA Oi \\\ PMS`NS 2 1/2" MIN. REY c1CavP0u WE APPRGNS EDGE DISTANCE A AODEO CHARTS I D./06/12 a L. i 8 REVISED PER NEW TESTING :0/15/:3 : R... 1 1/4• MIN. C ADOEO FLANGE INSTALLATIONS 12/06/13 R.L. EMBEDMENT , J REVISED INSTALLATION DETAILS 05/05/15 R.L. 1 1/4" MIN. ` -/4" MAX. CONCRETE/ EMSEOMEN.- I SHIM SPACE MASONRY I — BY CTHERS + + 2 1/2" MIN. n OPTIONAL EDGE DISTANCE I• • • v lx 3uBK INTERIOR aTOBE PROPERLY // MAX. L__J SECURED a SHIM SPACE 3/16" TAPCON SEE NOTE 3 SHEET 3/16' TAPCON CONCRETE/MASONRY aBYOTHERS EXTERIOR INTERIOR SILL TO BE SET IN EXTERIOR A SED OF APPROVED 3/1-6" TAPCON SEALANT JAMB INSTALLATION DETAILI4rHI + OPTIONAL IX BUCK CO.NCR"-FTENt4SONRYINSTALLATR7N SE 3E PROPERLYMASONRY/ SECURED Y OTHERS SEE NOTE 3 SHEET I BY OTHERS + NOTES: 1 1/4- MIN. 1. INTERIOR ALNO EXTERIOR FINISHES, BY OTHERS. EMBEDMENT NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOiNT SEALANT BY OTHERS TO BEa A •• DESIGVEOIrIACCOP.DANCEWITHASTI4E2112 VERTICAL CROSS SECTION CONCRET&MASONRYINSTALLA77ON 2 1/2_ MIN EDGE DISTANCE SIGNED: 10/27/20T5 MI WINDOWS AND DOORS LLC olilIM1111j 1900 LAKESIDE PARKWAY `$\ cl R• COA FLOWER MOUND, TX 75028•NGEN+p 9 1 i SERIES 430/440 XIX SGD Z:* 0 5 *= t43E 196" REINFORCED _ y T _ FRAME INSTALLATION DETAILS q,1 , TA7 OF ORAvrt:, 7+.o. R!V O`• Rl; iO;• uui are 08-00 50P3 0 i S+p ONA G` NTS 02/23/09 55 OF 9 1/2" MIN. EDGE OISTA14CE Wl 1 3/8" MIN. DOD FRAMING J OR 2X BUCK EMBEQMENT BY OTHERS 1/4' MAX. SHIM SPACE 10 wOODSCREW EXTERIOR 11 11 11 41 11 11 INTERIOR 810 WOOD SCREW WOOC FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2Y 8UCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOIIIT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH AST M E2112 SIL? TO 3E SET IN A BEO CF APPROVED SEALANT i 3/8' MIN. EMBEDMENT i 3/8" MIN. EM3EDMENi T- 1/2' MIN. EDGE DISTANCE g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. r SHIM SPACE MOONS Rf+ IIEURPTIM OATE I Apmw o A AO C CHARTS 03/06/12 R.L. 8 RfVIS°D PER NEW TESTING 110/15/13 R.L. C ADDED FLANGE INSTALLATIWIS 1 12/06/13 R.L. 0 I REVISED WSTAuAT1ON DETAILS I OS/05/15 R.I. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION t-t- S332-` MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS oft. owt w. F.A. 08-00503 VALE NTS I 0"E 02/23/09 1S"Er' 6 OF 9 SIGNED: 10/27/ m METAL STRUCTURE BY OTHERS 10 SMS OR S=LF DRILLING SCREW I METAL STRUCTURE 3Y OTHERS 3/4" M,IN. EDGE DISTANCE r LAItHIUH 3/4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STAUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHEP.S. NOT SHOIYN FOR CLARITY. 2 PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WT HASTME21:2 1/4• MAX. SHIM SPACE 1/4" MAX. r SHIM SPACE OR LUNG 3/4" MIN. EDGE DISTANCE INTERIOR nvicnwn # 10 SMS OR SELF DRILLING SCREWS LTO BE SET IN BED OF PROVED, SEALANT METAL STRUCTURE BY OTHERS EXTERIOR F.A. scut NTS REV cer-Ro TON OATS AVOROVW A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C I ADDED FIANCE INSTALLATIONS 12/05/13 R i D REMED INSTALLATION DETAILS 08/05/15 IR.L JAMB INSTALLATION DETAIL METAL STRUC TORE INS TALLA TON MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND. TX 75028 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS ORO M. 08-00503 rz 02/23/09 1 3"w' 7 OF 9 SIGNED: 1012712015 SF ,MP SE OF O P FLORIOP• MAL1 G\`\` RENSMS CONCRETE/ 2 1 /2" MIN. DESZRIPTM GTE wpm,- MASONRY EOC= DISTANCE A I A00E0 CHARTS 03/06/:2 R,L. BY OTHERS 3 RcASED PER NEW TESTING 10/15/13 R.L. e• •. • . • 1 IALLAl10N5A" MIN. C ADDED FLANGE INST 12/06/13 R L e EMBEDMENT 1/4' MIN, 1/4• MAX. I 0 REVISED INSTALLATION DETAILS 06/05/15 I.R.L. EMBEDMENT I SHIM SPACE OFTICNAL 2 1/2• MIN. Tx SUCK TO BE DISTANCE INTERIOR LYROFER I ESNOTE E. 3 I I, MA% SHIM SPACE a t SHEET 1 3/16• TAPCON 3/ 16' TA. -CON a I EXTERIOR 3/ 16' MASONRY/ CONCRETE BY OTHERS INTERIOR CONCRETE/ MASONRY BY OTHERS I I SET IN APPROVED EXTERIOR OPTIONAL 1x BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I J qD 1:1 JAMB INSTALLATION DETAIL CONCRET& MASONRY INSTALLA7 ON 91 ` e . 11 1 i /4' MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. EMBEDMENT 1NOT SHOWN FOR CLARITY. 1 Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE a DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION CONCRETEiAUSONRYINSTALLAT62 1/2' MIN. EDGE DISTANCE p J L SIGNED: 1=712015 MI WINDOWS DOERS LLC 51R i,Cro ,i/, 00LAKESIDEWAY9J1 i FLOWERMOUND. T% 75028 ter •G£NS SERIES 430/4a0 XIX SCD 1r• p tr 143" x REINFORCED a FLANGESTAFLANGEINSTALLATIONDETAILS1T, TAT OF on., ne: ow: No. 08 SO00503 TrALEa:E NTS02/23/09 8 OF 9 I 5/8" AtIN. OGE GIST. TRIM INTERIOR MASONRY/CONCRETE - BY OriERS HOOK STRIP I 1/4" MIN. EMBEDMENT N. r X BUCK BY OTHERS, tX BUCK TO 9E PROPERLY SECURED EXTERIOR -'_ PANEL iNT_RLOCK NOOK STRIP INSTALLATION MASONRY/CONCRETE INTERIOR TRIM METAL STRUCTURE 3Y OTHERS TRIM. INTERIOR HOOK STRIP SCASIOk$ REV GESCRRP10" OAT PP;M'Ep A ADDED CHARTS 03/06/12 R.L. B RE\TSEO PER NEW TESTING 10/15/13 R.L C ADDED FLANCE INSULLATi0V5 12/06/13 R L 0 S PMSEO inrxt!'I^N DETAILS OS/OS/IS I R.'-. 3/4" MIN. EDGE DISTANCE 110 SELF DRILLING SCREW 1/2 MIN. ji PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1 3/8' MIN. EMBEDMENT I HOOK STRIP fjt0 W000 1 I I SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X BUICKAVOOD FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES. SYOTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND J0114T SEALANT BY OTHERS TO 6E OESIGNED IN ACCORDANCE VWTH AS TV E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75026 SERIES 430/440 XIX SGO 143" x 96" REINFOSCED HOOK INSTALLATION DETAILS pt"N l>rri: NO. F.A. 08-00503 NTS — 02/23/09 1 s"csT9 OF 9 SIGNED, 1012712015 E0A N S TAT E OF a= W i F OR1'D . i''•sS`ONA j1EaG2': A f I B L CSF) Page 1 of 4FloridaBuildingCodeOnlinee5 S :Professional Regulation r,rrOra ® POWqWVTft4 eas r1W I Lao to I use, peolstration i not Toad I subrNt SurcroMe i sats a Facts i Publications 1 Fat sun I aas site OUP I Unks I scum I Busines . Product ApprovalProfessional0USEa. Raft USar Regulation eom lge tau >. Apptkailen oaead FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL5302-R6 Affirmation 2014 Approved Amarr Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny.)oyner@amarr.com Brandon Gentle brandon.gentie0amarr.com Brandon Gentle 165 Carriage Court Winston-Salem, NC 27105 336)2SI-1308 brandon.gende*amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 d)oyner@amarr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer i , Evaluation Report - Hardcopy Received Thomas L Shelmerdlne PE-0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urich, PE I '! Validation Checldist - Hardcopy Received Referenced Standard and Year (of Standard) Standard XAA( ASTM E 330 2002 DASMA 108 2005 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 2 of 4 K I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity • , Yes ' No ' • N/A Product Approval Method Method 1 Option O Date Submitted 03/30/2015 Date Validated 03/30/2015 Date Pending FBC Approval Date Approved 03/31/2015 summary of Products FL Model, Number or Name Description 5302.1 Stratford (M600); Heritage (M950); Dwg. IRC-6009-110-11,Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HWZ: Yes F: S302 R6 t_f 1RC4MO-110-i l Orawlna 7-t0 FL.edf Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19.1/-22.6, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region ELS302 R6 AE IRC-6009-110-11 Report 7-10 FL.odf Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.2 Stratford (M600); Heritage (M950); Dwg. IRC-6009.100-11, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions.. , ,.. Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No R'S3n2 R6 L IRC-GO[19-t00-11 drawinp'7-10 sealed.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Other: Design Pressure +15.8/-18.7,Not for use In HVHZ. Evaluation Reports RM02 R6 AE IRC-6009-100-11 report 7-10 sealed.odf Created by Independent Third Party: YesGlazingoptionshallnotbeusedInwind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-120-IS,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No fa S302 R6 L LQC-6009.-120-IS Drawmo 7-10 FL,odf Approved for use outride HVHZ: Yes Verified'Sy: TON SHELMERDINE*0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other., Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R6•AE IRC-6009-120-IS Renort7-10 FLodf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.4 Stratford (M600); Heritage (M950); Owg. IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Urnks of Use Installation Instructions... _ Approved for use in HVHZ: No F S302 R6 11 IRC-6009.130-15 Drawing 7-10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE-004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other. Design Pressure +26.7/-31.6, Not for use in HVHZ. tt M2 R6 AE IRC- L30.15 Report 7-10 Raidf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partlally-enclosed or door Is a' - replacement door. 5302.S Stratford (M600); Heritage (M950); Dwg. IRC-6009-140-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use In NVHZ: No bS302 R6 II 10C-6009,140-15•Dra+ivhia 7-10 FLpdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 3 of 4 Other. Design Pressure +31.0/-35.1, Not for use In HVHZ. FL5302 R6 AE 'Ill[-fi009-140-15 Rpoorr 7-10 FL.odf Glazing option shall not be used in wind-borne debris region Created by independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.6 Stratford (M600); Heritage (M950);, Oak Summit (M6S0) Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use Jnstallatioe Instructions IS.Drawhin_7=f0'FLodfApprovedforuseInHVHZ: No Approved for use outside HVHZ: Yes A 02 All it. 1=6drl- ; Verified By: TOM RDI NE 00857 Impact Resistant: No I Created by independent Party: Design Pressure: +35.6/-42.1 Evaluation Reports, Other: Design Pressure +35.6/-42.1, Not for use In HVHZ. • Fi Sint R6 AE IRC-fi009-150-15•Renort 7-10 FL.pdf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5302.7 Stratford (M600); Heritage (M950); Dwg. IRC-6009-169-15,Thru 9' wide. Oak Summit (M6S0) Limits of Use - Installation Instructions - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes F San2 R6.11 •t r'-E009 15245 DrewWa 7-10 FL.odf; Verified By: TOM SHELMERDINE 004SS79 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports .. , Other: Design Pressure +4S.3/-51.2, Not for use In HVHZ. jq S+n7 Rb AE iRC-600g-t69-tS Report 7-f0 FLodf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. 5362.8 Stratford (M600); Heritage (M9S0); Dwg. IRC-6016-100-IS, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes A S= it6 11 LaC-60i6-i00-iS Driwlrio 7-10 fLcdf E 00 857VefifledBy:TOM SHELMERDINE Impact Resistant: No Created rty: Yes Design Pressure: +15.2/-17.2 Evaluatipn Reports Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. A S30 R6 At IRC-60J16-100-15 Report 7-10 fUdf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302.9 Stratford (M600); Heritage (M950), I Dwg. IRC-6016-110-15, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.3/-20.8 Other. Design Pressure +18.3/-20.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. Installation instructions A Szn7 R6 .Ill. 1RC-fidi&ii045 Drawlna i-10 FLodf Verified By: TOM SHELMERDINE 0048S79 - Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.10 Stratford (M600); Heritage (M950); I Dwg. IRC-6016-120-15, 10' Thru 16' wide. IOakSummit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +21.8/-24.8 Other. Design Pressure +21.8/-24.8, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door is a reolacement door. Installation Instructions g.Saro Rfi• n IRG-6016.126-1S Drawing 7-10 FLpdf Verified By: TOM SHELMERDINE 004SS79 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.11 I Stratford (M600); Heritage (M950); I Dwg. tRC-6016-130-1S, 10' Thru 16' wide. IOakSummit (M650)._ Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes impact Resistant, No Design Pressure: +25.6/-29.1 Other: Design Pressure +25.6/-29.1, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions . aM02 Rs it IRC-6"&13041S Drariina 7-10'FL.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Report Created by Independent Third Party: Yes S302.12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M650) https:l/www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 Florida Building Code Online Page 4 of 4 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.1/-33.8 Other: Design Pressure +30.1/-33.8, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Report FL5302 R6 -AE IRG6016-140.17•reoort 7=10 sealed.odf Created by Independent Third Party: Yes S302.13 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-24, 10' Thru 16' wide Oak Summit (M650) Limits of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +29.7/-33.8 Other: Design Pressure +29.7/-33.8, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions 02 R6 'y fR' * , ' , 140-24 drawlno'I-10 sealed.odf Verified By: TOM SHEL'MERDINE"0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M9S0); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +31.9/-37.2 Other Design Pressure +31.9/-37.2, Not for use In HVHZ. Glazing option shall not be used in wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions ALStI12 R6 'nt IitC-6016.145-21 frawino 7-10 seaied.odf Verified By: TOM SHELMEROINE 0048579' Created by Independent Third Party: Yes Evaluation Reports . Created by Independent Third Party: Yes 5302.15 Stratford (14600); Heritage (M950); Dwg. IRC-6018-110-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant.• No Design Pressure: +18.2/-20.6 Other: Design pressure +18.2/-20.6, Not for use In HVHZ. Glazing option shall not be used In wind-borne debris region unless structure is designed as partially enclosed or door Is a replacement door. Installation Instructions B=2 a6 11 1RC-6016•110_-j5 rardnq;7.10 FLodf Verified By: TOM SHELMERDINE'0048579 - Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302.16 Stratford (M600); Heritage (M950); Dwg. IRC:6018-120-1% 16'2 thru 18' wide Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Peessure:•+21.6/-24.5 Other: Design pressure +21.6/-24.S, 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 WS3M, R6 11 IRC-6018-120-is DraNAno i:lO FLodr Verlfietl By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes enhQ Us:: 14aa Mahe nowme SGeeL?iiq;4 *"4s646;19N , The state of RofWa Is an AM®D ennplftw. CdlpMnht'2 i20s3 9tae of weave::: e" ::AemysItallty Refund Under Florlas law, emall addresses are public ream if you do not want your e•mall address released In response to a public -records requtsL do not send electronic mall to this entity. Instead, contact the *Hike try phone or by traditional maa. If you hove any austfons. please contact E50,497.1395. *Purauant to Section 4SS275(1), FWW Statutes, effective October 1, 2012. licensees licensed under Chapter 4SS, F.S. isms provide the Oepawnent with an ernad address Ir they have one. The emalis provided may be used for ofndal communication with the pcersee. However email addresses are public record. if you do not wish to supprf a patsonp address, ol"se provide the oepa"at with an email address which an be mot avadable to the public. To determine If you am a licensee under Chapter 4S5, F.S., pease elides JiM. Product Approval Aeeeptst Bo I-6r Crodi:s',f,i AFE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDqunL7seVZMF... 7/20/2015 WOOD JAMB ATTACHMENT TCR ot ar D U& a yr Doccarn" er.oc aq,,v,r EnDEram Man'NDava A1LTQ iM ` I A• • a• PO0°DUA'wiian`oYfA a • o'D>,om UN PAM D* rASnM= SAT IV 0.6'Ud ' ryry VM' S i!•?uA• I(VOI W LbEVt fTARTUNG 6' rRO1 fJmS. USE M06 Of fKTDIQ4 cr A/MI> AT w OL a VA• 00[DI[IIn im USE ASTDNOIf I0 IOlaV C-90 VWD L.M[MRATTDQ rO OD.WnT n ,WW "WIN A FLWw MMUT fi UWACC, MDILOV' GRNp1IED STDIXn STOtTI STRIRTIIK STRUCTUIS In. rU4. ion rvr of 4 e PHMO" OPTIONAL SNORT PANEL INTWIEMATE GLAZED SCCTIOM (STRUT AND STILE LATUJD G CW LOCATIM W M UP . . wl a*1/uea caRit hf/0• a I fa9Jr fa e' i LMg PANEL GLAMM WIENER COAL Swu rues o.Azm rAsiciaR NAIL M f-- MIS AIAZIIIppNTG OPTION CR SECTION NG IECTSyASTM I570D'OIIIO'li a4 Knna. mLWav NemD TD6rD& rp- M[ OPAWAL Deese INSERTStwuv:MeDRCnw rATN w JM. 3/ 2- 1 ,/, 2. TMK ate. SO IO I A f pe McLom IN40C, T T noN s-s GADlE TRACK CDWMMATNOMS MAX SIZE Is' NDIN If ImdT 2A3 PY MT LOMS 32.7 Ps 3T.2 PSr DND mI y D De ID T 7A9O NM NDAD2T3 • tl 6 t, eO t % ip two 1i imp• S'IA % i4 FL cogwa cm vbaw-mm K 9m2Q3 10 n m m wwiwww w ww r ILL,. -= LED cu:y—rii nr:eu m;wiwwww wwwr IUA,.---]MCJw Ez..,cr wwww wwr L r cr r ran c iwww www[: L raea: :r r er rsaw wwiwwwr A,-1 LUJ WAR-1 Ll.j jai cn r ww wiwa m,- ffiLdAm =I= Q.jE&3 i'c F.FL fLa'Liic:E:iL31L[j•;[LjL Q:iwwCl'rL iL1!:1!!llJ LI:jE r7c LI'3 CiZ3Ci L3:E n wwLID Aikilt.'7Ei' r E_FI_ICi`C ' " •CZdr filliGirll3 CzPd®mLti_'i7' kLl..7F:S:. j[jmEfT(7L"Tr A iF iiEiiiE i®E311EIii ai! L iLL1:rFi}IEilEiwwww c.' L1,.GL LrHALDAEWLIM" Rd ![I p 7ErlE wwwwELi i KIM 1,._7L' mi lmj ud " Wi m T Eli WdlLd..IrilLtimF pm®mtF wwwO iLP1 EJ..^ Fit MIAJ LA1 F3aF iF iiQiiF3m" mLrJiFTiLa Iwwwt Si Omm i©©L ww S`i ELLA `-1`L& ce. FisLuum©QiQ® EDIEM.m[r mF i wwd'i s,k,. .= llLE EiNUdLWF3iium tL Q t3ii[I L rww Y QZ iLri C`1I:ilrillalww e.al E_ r tss ji iwl i I3 iQ3Q3Fsii ®mF E30fjj[ ELL"' Ldi fiLz L''7 L12 mEIIiE jG iQi( 6iii slJ.'-BILEiQIQFi Mika E=IA STRUCTURAL SOLUTIONS, P.A. ructural Engineering a Investigations a Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: 1RC4016-120-15 Test Date: 11/8/2012 I Project No.: 12-114 Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 1 Model # 600 Test Pressures: 32.7 psf,-37.2'psf Test Location: Amarr Garage Doors, Winston-Saletn, NC ASCE 7-10 Criteria: Up to 5 Feet of Door Width in Zone 5• Anyof Slope; Enclosed Building Ex . B 30' NOW I Exp. C,15' MRIi I tip. C, 25' MRH Exp. D 15' MRH Exp. D 25' MRH 155 mph 141 mph 134'm h 128 mph 122 mph Witnessed By. Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Spectmen: A 16'-0" wide x T-0" high residential steel sectional garage door, one section wide by four sections high, each section being 2" thick by 2 1 " high 25 gauge galvanized steel sheet Each section was reinforced with two 3" 20 gauge galvanized steel struts, except I strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge ateach end stile and one 14 gauge galvanized steel center hinge at three interior stiles as shown on the drawing. Garage door Model 600 manufactured by Amarr Garage Doors was used in the test. The test unit is further described on Drawing IRC-6016-120-15. Manner of Teatintt: This test was conducted at Amarr Garage Doors in Winston-Salem, NC, which is accredited by the American Association for Laboratory Accreditation, Certificate #2595.01. The specimen was tested for static pressure structural performance insubstantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference'. Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 5' deep, 9' high, and 25' long. The enclosure was flamed with shop welded structural steel square tubing and covered with 3/4" thick plywood. The door was covered with 2 mil plastic sheeting to prevent leakage of air pressure. One pressure blower was attached to the enclosure with flexible ducting to provide the positive and negative pressures. Pressure transducers connected to a computer were used to measure and record the pressures in the enclosure. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face of the door first, and then negative pressure was applied. Stepj:.Preload_the.door-to_50%.of.the.Design Pressm.and holdiorl0-seconds. Step.2: Unload.the.door-for-l-toS.minutes._ Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for Ito 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat l through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary: A 161-0"xT-O" Model 600 as described on drawing IRC-6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16-0"x7'-0" Model 600, the following doors also meet or exceed the above testing criteria, when constructed in accordance with drawing IRC-6016-120-15: 16' x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) 16' x 7' Model 650 doors (which have the "Oak Summit" embossment pattern in the skin) Model 600,650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" Short, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin 8 short panel (18-1/8" x 10-5/8') or 4 long panel (38-1/8" x 10-5/8'1 windows (3/32" annealed glass minimum - meets ASTM E1300-04) may be installed in 1 section Submitted By - STRUCTURAL SOLUTIONS, P.A. (Florida: dba Structural Solutions of North Carolina, Inc., Firm #29412) Thomas L. Shelmerdine, PE (NC PE #14654; Florida PE #0048579) 5921-G West Friendly Avenue a Greensboro. North Carolina 27410 a (336) 856-2686 Fax (336) 856-2687 a NC Firm #C-1096 Florida Building Code Online FL17676.9 Page 1 of 4 r F DpfMWd Busines al BCIS Monte I lop In I User Rep6batlon ( Product Approval m HotTopicsISubRSurchb arye Stats6FactsPublicationsFBCStag ( SCIS Site Map LMSearch Professi USER: public user Regulation Product Approval Menu > Application Lis[ > Application Detatl FL # FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Emall 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlingeromiwd.com Brent Sitlinger bsitlingeromiwd. com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE a Validation Checklist - Hardcopy Received Standard AAMA/WDMA/ CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https:// floridabuilding. org/ prlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I... 5/26/2016 Building Code Online Page 2 of 4 FL Model, Number or Name 27676.1 3540 SH Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Description 36x74 Fin Frame Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH 36 x74 Fln.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 36x84.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 3S40 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2016 Design pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 40x66.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL17676 R2 C CAC APC 3540 Fin 44x63.ndf Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed In accordance with FL17676 R2 11 Install - 3540 SH Fin 44x63.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.5 13540 SH 1 44x72 Fin Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-47 Other: R-PG35. Units must be glazed In accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x72.odf Quality Assurance Contract Expiration Date 08/02/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH Fin 44x72.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 1 44x84 Fin Frame Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed In accordance with ASTM E1300-04. Certification Agency Certificate Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH Fin 44x84.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: ing.org/pr/pr_appjil.aspx?param=wGEVXQwtDqvFGYZsjrZFR6fG I... 5/26/2016 Florida Building Code Online Page 3 of 4 IEvaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin S2x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 11 FL17676 R1 II Install - 3S40 SH Fin ASTM E1300-04. 52x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 13540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FL.S 36x74.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-012S2B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 5118S4B 1252.odf Created by Independent Third Party: Yes 17676.9 1354P SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 [L17676 R2 II 08-01372 511989.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 13540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 EL17676 R2 II 08-01247E 10.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849B 1247.odf Created by Independent Third Party: Yes 17676.11 13540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.119 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01371E Modf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.Ddf Created by Independent Third Party: Yes 17676.12 13540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2027 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 11 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 4 of 4 FL17676 R2 AE 513015A 2269.Ddf Created by Independent Third Party: Yes 17676.13 13540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R2 II 08-02270A 13.Ddf Verified By: Luis R Lomas, PE PE-62524 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.Ddf Created by Independent Third Party: Yes 17676.14 13540 SH 52x84 Finless Frame Umits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL27676 R2 11 08-01514 512141.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R7 AE 512141 3540 Fls S2x84_Ddf Created by Independent Third Party: Yes 117676.15 13540 SH 1 48x72 Fln Frame Umits. of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35. Units must be glazed In accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CeC APC(12775)A2726.01-109-47- R7 r732601 3S40 AWS IG FIN 48X72 Ras (0720161 Quualittyy Assurance Contract Expiration Date 07/ 20/2016 Installation Instructions FL17676 R2 II Install Instructs - 3540 SH FIN 48x72 (As Testedl. Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676. 16 13540 Triple SH 1108x74 Fin Frame Triple CMS I Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed In accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3S40 CHS Fin 108x74.Ddf Quality Assurance Contract Expiration Date 04/ 12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH CHS Fin 108x74.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: aadt N® Contact Lb :: 1940 North Monroe street- Tallahassee FL 32399 phone: 250-487.1824 The Slate of Florida b an AA/EEO employer. CAorrioht 2007.2013 State of Florida.:: Privacy Statement :: AcCeSSIbillty Staternenl:: Refund St aternentUnder Florida law, email addresses are public records. 11 you do not went your e-mail address released In response to a Public -records iecluW, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any qursstbro, please contact 850.487.1395. •Pursuam to section 455275(l), Florida statutes„ effectbe October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address a they have one. The emafb povided may be used for official commurscotlon with the licensee. Mowew email addresses are public record. If you do not wish to supply a personal address, please provMe the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, FS., please Click b=, Product Approvel Accepts: MOIRE CreditSAFE' https:// floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG1... 5/26/2016 VaridsW / Operations AdrWrib Wr) MI Windows & Doors. LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION- PROGRAM. AUTHORIZATION FOR PRODUCT CERTIFICATION The pmduc!4 below'is hereby approved forUting lri.the next issue of fe AAMACertified Products D'oecto<y. The approval Is based On sucbessful oompleg.on of tests, and the reporting to the Admtnistrator of the msults,of lesls. accooWnied by related drawings. by an AAMA Accredited Laboratory. 1. The listing below will be -added to the next published AAMA Certified Produds,Dir6ftry. SPECIFICATION- RECORD OF PRODUCT TESTEDAAMAMIDMAlCSA101II.S.2/A440-00 LC4'G40'4D14x2134 (3644M Negative Design Pressure = -60 psi COMPANY AND CODE CPD NO. SEf 1ES MODEL'& PRODUCT DESCRIPTION MAIOMUM SIZE TESTED 3S40 SH (FINLESS) FRAME SASH MI Windows 8;Doors, LLC i 7157 PYC)(OIXj(IG)(INS Gl.) 914 mm x 2134 milt 867 mm x 892 mm Code::MTL p(TILT)(AgTM)- 3'0" x 7'0'7 2110".x 2'11") 2 This-Cedification will expire July 27, 2020 (extended from July 27,2015 per AAMA .16344a) and requires validation until then by continued listing.in the -current AAMA Certified Products -Directory. 3. Product Tested and Reported by. Architectural Testing, Inc. Report No.: 81910.01 109-17 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h, -A-a- red Laboratories. Inc. Authorized for Certification Ameri .Architectural Manufacturers Association 36" MAX FRAME WIDTH 4" MAX T ANCHORS TO BE T— 0/EOUALL`! SPACED. SEC ANCHOR CHART SHEET 1 FOR UNIT SIZC A140 ANCHOR QUANTITY O / 6MAX. FRAME HEIGHT X L 4" AWTX. I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE BITING DWPACTRA17NO 40. 01-50.OPSF NONE Number o/ encborn T owh .me Helyla In) Panel wldIh SIA 30.0 T 30.0 24A 2 1 2 1 2 2 2 2 3 3 3 3_ 3_-3 3 3 3 3 3 4 E1712W.04 4 4 4 4 4 4 4 5 4 4 s s 7ARLE OF CONTENTS SHEET No.1 OESCRIPTIO14 2- ELEVATIONS. ANCHORING LAYOUTS AND NOTES INSTALLATION DETAILS IJESCMPMAI w*E u patrF.A NOTES: I) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAI4UFACTURE0 TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) IX BUCK OVER MASONRY/CONCP.LTE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS MUST BE REINFORCED WITH GVL-451-020 STEEL REINFORCEMENT, MEETING RAILS MUST BE REINFORCED WITH RF-104S-020 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04. 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 9) SHIM AS REOUIREO AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/I6- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE I; 4'. 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 10 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/ 8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10 FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN CLEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSIOPI RESISTANT. 13) INSTAIATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE VATH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SIRENGTH SPECIFIED BELOW: A. W000 - MINIMUM SPFCIPC GRAVITY OF G-0.47 B. CONCRETE - L41NIMUM COMPRESSIVE STRENGTH OF 3.192 PSI, C, MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE I (OR GREATER). SIGNED: 1012112011 MI WINDOWS AND DOORS 0%%II111II//i GRANT- 650 Z PAAR7030KET STREET0370 vJ`$\CEN" f e' N- SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0/-` STEEL REINFORCED - NON -IMPACT 36" X. 84 ELEVATION, ANCHORING LAYOUT ANO NOTES p+{tl4hCi6orYBta_ p • A EEEE OF. sraeIwe M. ` S 0872I AON' NTS rz 10/17/11 1 OF 3 I 1141111 N, 2Y aucrp.-moo rRAMINc BY OTHERS. 2X BECK TO BE PROPERLY SECURED FLANCE TO BE SET IN BED OF 1 /4" MAX. APPROVED SEALANT SHOA HEAD I'0 BE SET IN A BED OF APPROVED CONSTRUCTION SELANT RMSIONS IREVOEScAr"ON MVE APPROH'(r 1 3/15 MIN. 1/4' WAX. EMSECMENT SHIM r 18 WOOD SCREW IINTERIOR 2X BUCK/WOOD FRAMING BY OTHEP.S. 2X BUCK TO EXTERIOR [ -LAin'l TINTERIOR IRE PROPERLY SECURED j( SILL TO BE SET IN ITId j / BED OF APPROVED r' I CONSTRUCTION ADHESIVE FLANGE TO BE U t /4 HIM MAX. SET IN BED OF APPP. OVEO SEALANT 2X BUCK/WOOD FRAMING BY ofHEP,S. 2X BUCK TO VERTICAL CROSS SECTION BE PROPERLY SECURED 2XBUCK4Vo00FRAMWGINSTALLITT0N m EXTERIOR FLANCE TO BE - SET IN eED OF APPROVED SEALANT HORIZONTAL CROSS SECTION 2X 6UCKAVOOD FRAMING INSTALLATTOIN NOTE: INTERIOR AND EXTERIOR FINISHES. BY OTHERS. N07 SHOWN FOP CLARITY. MI WINDOWS AND DOORS 01111(lII4/zi 650 WEST MARKET STREET GRANTZ, PA 17030-0370 r •\GENB,q(P'-,_ trcD*' s SERIES3540FINLESSPVCSINGLEHUNGWINDOWSTEEL REINFORCED - NON -IMPACT 36' X 84 P ATOFINSTALLATIONDETAILSig1fOR10'• ? as pNA,I a0 CR ": L. owG % a. 08- s011 sv r372 aiENTSTO/17/11 2 OF 3 ASONRIVC,0I4CRETE BY OTHERS PTIONAL IX BUCK BY OTHERS, IX BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET I FLANGE TO BE SF:TRJ BED OF APPROVED SEALANT EXTERIOR FLANGE TO BE SETTN BEO OF APPROVED q Aj4T OPTIONAL I BUCK 8r OTHERS, 1X BUCK TO BE PROPERLY SECURED. SEE NOTE 3 SHEET I i 1/ 4" MAX, J SHIM HEAD TO BE SET IN A BED %F APPROVED CONSTRUCTION SEALANT INTERIOR SILL TO BE SET IIJ BED OF TION PPROVED CONSTRUCT10N ADHESIVE 1/'- MAX, SHILJ c• . a VERTICAL CROSS SECTION MASONRYAXA"ETE INSrALLATTON MISI&S VEiCROWN 1 1/4" MIN. 1/4" M". EMBEDMENT SHIM 3/ I6- TAPCON MASONRY/COtJCRETF BY OTHERS INTERIOR 0 2 5/8 wN. EDGE DISr. OPTIONAL IX BUCK BY EXTERIOR OTHERS, IX BUCK. TO BE PP.UPERLY SECURED. SEE FLANGE TO BE NOTE 3 SHEET 1 SET IN BED OF APPROVED SEALANT HORIZONTAL CROSS SECTION MASONAIMONCRETE INSTALLAT MN WE I tammo M SONR/COLJCRCTE NOTE: INTERIOR AND EXTERIOR. FINISHES. BY OTHERS. 140T SHOWN FOR CLARITY 81 OTHERS MIWINDOWST' DOORS WEST ARKE GRANTZ. PA 17030-0370 EI v,•*\G kS;,1P SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84LA INSTALTIONDETAILSA-ATE OF i;(0R10T; MOM. ohcIroer, 08 - 1—(: NTSSO 501372 arc10/17/11 63 OF 3 ti L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville,'NC 27023 336-945-9695 dlomw@trlonospe.com Manufacturer: MI Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Was-3540 Finless PVC Single Hung Window— Non -Impact Report No.: 511989 Compmencil: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of mComunity Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirem rds of the Florida Building Code. Supporting TecbnAw Docunrentadon: 1. Approval document drawing number 08-01372. titled Series 3540 Finless PVC Single Hung Window — Non - Impact. signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: 81910.01409.47, signed and sealed by Michael D. Stremmei.-P.E. Architectural Testing, Inc.-Yodc. PA AAMAIWDMA/CSA 101/1.SZA440-05 Design pressure: +40.10/-60A3psf Water penetration resistance 6.06psf 3. Anchor'calcuiations, report number 511989-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limftadons and Conditlons of use. Maximum design pressure: +40.0150.0 psf Mardmum unit size: 36" x 84' Units must be glazed per ASTM E 1300-04. Frame and sash material: Extruded Rigid PVC. Sash stile and rails and fixed meeting rail reirrfornement Roll formed steel. bits product 'is not rated to be used in the HVHl. This product is not impact resistant and requires Impact protection In wind bome debris regions. lnstalladon: Units must be Installed In accordanca with approval document, 08-01372. CertlReadon of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the oroduct(s) for which this report Is being issued Also..1 don't have nor will acquire e financial Interest in any other'entiy involved m ft approval process of the listed prioduct(s). 1 of 1 NN 5 • TAT OF ; 70NA i EN I Luis R. Lomas, P.E. FL No.: 62514 11/07/2011 12 f Florida Building Code Online FL17676.2 77777] Page 1 of 4 Professional Regulation r fliFW& DePaM d Bay Home I Log in I User Regtstratlon ti Hot Topic Submit Surcharge I Stats a Facts I Publications FBC Stag BdS site Map I Unw smrcn Busines Professi I P Approval USER:pubuDbc User Regulation Product Aooroval Menu > Product a AoollotMn Seareh > Aooliration usl > ApplicWon DOW FL g FL17676-R2 Application Type Revision Code Version 2014 Application Status Approved sApproved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved X MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlingeromlwd.com Brent Sitlinger bsitlingeromlwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Q Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/2015 12/06/2015 Year 2008 https:Hfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fGI 5/26/2016 i A-L-I Velidatdr / Operadoris AdniinistreW MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION ICI The product described below Is hereby approved for fisting in the heod issue of the AAMA Certified Products Directory. The approval Is based on successfiu1 completion 9f •tests. and the reporting to the Administrator of the results of tgsls, accompanied by related drawings, bj an AAMA Acded'ded Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD'OF PRODUCT TESTEDAAMAIwDimcsA1t11iLS?lmo4e LC-PG40'414x2l34 (3644}H Negative Design Pressure = -00 psf COiMPANV AND CODE CPO NO. SERIES MODEL'S PRODUCT DESCRIPTION MAXIMUM SQE TESTED 3S40 SH (FIN) FRAME SASH MI Windows 8 Doors, LLC 7t58 PVCXO1X)(IG)(INS GL) 914 mm x 2134 molt 867 mm x 892 mm Code: MTL I REiNF"LT)(ASTM) 3-6" * TO-) 2-10" k 2'11. ) 2. This Celli mdon'will e91re July 27. 2020 (extended from Judy 27, 2015 per AAMA 103-14a) and requires validation until then by continued listing In the current AAMA Certified Products Directory. 3. Product Tested and 'Reported by: Architectural Testing. Inc. Report No.: 02133.01-109-47 Date of Report: August 16.2011 Date: April 16, 2013 Cc: AAMA JGS ACP-04 (Rev. 1111) Validated for Certification fed Laboratories. Inc. Authorized for Certification An. - Architectural Manufacturers Association Florida Building Code Online Page 3 of 4 ICreated by Independent Third Party: 17676.7 13540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 Fin 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 It FL17676 Rl II Install - 3540 SH Fin ASTM E1300-04. S2x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 13540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35 FL17676 R2 11 08-01252B 7.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854E 12S2.odf Created by Independent Third Party: Yes 17676.9 13540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3S40 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R2 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S11989 3540 FLS 36x84.odf Created by Independent Third Party: Yes 17676.10 13540 SH 44x72 finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R2 II 08-01247B 10.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S11849B 1247.odf Created by Independent Third Party: Yes 17676.11 13540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R2 11 08-01371B 11,odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE S1198881371.odf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2017 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R2 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I... 5/26/2016 s NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLA71ON SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE d6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS FTYMONS I wv I ocwevllow I DATE I Avmaro 15. ALL FASTENERS 70 BE CORROSION RESISTANT. 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MAVUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF C-0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. IS. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 3500PW, 3500T, 3500SDUTES. 3500SP. 3540PX. 3540T, 3540SDLITES, 3540SP, 3250PZ, 32507, 3250SDUTES. 3250SP. 3240PW. 3240T, 3240SDILITES, 3240SP. 3500HPPW. 3500HPT, 3500HPSDLITES. 3500HPSP, 358OWP, 3580T, 3580SOLITES. 3580SP. S-3500PW. S-3500T. S-350OSDILITES. S-35ODSP, S-3540PW, S-3540T, S-354OSDLRES, S-3540SP. M-350OPW, W-3500PW. W-3500T. W-3540PW, W-35407, W-3540SOILITES, W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. Tjw4_ Ttxtb Qv"SS t SIGNED. 0211712016 MeIWDOW n KND DOORS Ta Low soSTREETGRATZ, PA 17030-0370 J\ s . q v\ GENS,d"' SERIES 3500 FIXED WINDOW 96" X 60" NON-IMPACTSNOTES"'' 8888AATG08-02859E p``• mill I1% s NTSDATE02/04/16 S"w1 OF 3 2' 96- MAX. FRAME WIDTH MAX 10' MAX O.C. 2" MAX 7- 2' MAX J 10' MAX iO' O.C. A AGM E IGHT SE OF SERIES 3500 FIXED WINDOW 2' MAX EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1. MAXIMUM D.LO.: 92' X 56' 2. (2) 1' X 1/8' WEEPSLOT AT 2' FROM EDGE OF SILL FACE Ej HslgAt CHART I NUMBER ANCHORS Ircv a¢ I ANWIVIM L TraCti.D &-t T6440 SIGNED.0211712016 M6soWINDOWS DOORS it 11L10:4fESTMARKEANDSTREET`\`J`5 GRATZ. PA 17030-0370 T qi0 ' v,•CENS 0 6SERIES3500FIXEDWINDOW 96" X 60" NON-IMPA ELEVATION pO TeE OF ; CT — '' 0; wum: MC w av N.G. 08-02859 soot NTS °"TE 02/04/16 1 swo2 Of 3 E1• APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE 16 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTAU AWN INTERIOR WOOD FRAMING BY 07HERS 1/4' MAX. SHIM SPACE 1/4" MAX SHIM SPACE WOOD FRAMING - BY 07HERS 16 WOOD SCREW 1 1/ IN. 4' M EMBEDMENT APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION RENASO a OMFOPlnM ai[ I wpmw NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER ANDJOINT SEALANT BY WOFRAOADNG DESIGNED IN ACCORDANCE W TH ASTM EE21TO BEOTHERS _ y n L F,-/` BY OTHERS b y w O lA SIGNED. 0211712016 S AND DOORSM650IWEST 1R II`ro MARKET GRATZ, PA 17030-0370 TREET\`\J\S G E N,9' . f SERIES 3500 FIXED WINDOW 0 6c4+k= X 60' NON -IMPACT FINN INSTALLATION DETAILS O TOAT OF ta o 000 No. an N.G.08-02859 scut NTS — 02/04/16 3 OF 3 Florida Building Code Online 18504.2 Page 1 of 3 RegulationBusiness & Professional A Sc[S Home I Login ( User Registration Hot Topics ( SubrNt surtTarge I scats a Fans Publications Fae stag ( eas site Map Units smrch r f Prg Pub Approval Iusea: abut user s.. Proeun Approval Menu > ProAua a AoollmtMn Seartlt > Application Ust > Application Oedail FL # FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived Q Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger®miwd.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 U Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G 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 t_ : r a aLa7i Lli 1710.5.3 Method 2 Option B https:Hfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 Florida Building Code Online Page 3 of 3 Supply a personal address, please provide tiro Department wkh an emas address which on be made arallable to the public. To determine If you we a 11COU" under Chapter ISS, P.S., please dkk h"L, Product Approval Accepts: Ci eM Cwd S 0 https:Hfloridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 1D7 3/8" COMBINED WIDTH WI-( W2 83" FRAME HEIGHT WINDOW WINDOW MULLION L 107 3/8" COMBINED WIDTH wt-r-W2 8 LWFRAME HEIGHT Dow MULLION SPAN) 107 3/8" COMBINED WIDTH W1 -11- W2 8-- FRAME L Low HEIGHT MUL' ION t07 3/8" t07 3/8" COMBINED WIDTH COMBINED WIDTH WI +I W2 Fw1-1r- W2 r BY j I WINDOW 83" > f WINDOW I FRAME WIN WINDO RAMIE HEIGHT rI/J MULLION f f f ( MULLION SPAN) ! f ! SPAN) LJ1- Wt --Ih- W2 WI -'11 W2 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH Datpn pnssuto mono fP121 UnIM amAorod Into wood ftming mullion span(In) T 11L1J 2'ASO uteryr/ 0tn 400 4200 n 4&00 5213 2&00 13aO 130.0 130.0 130.0 138.0 130.0 J738 130.0 1130.0 127.2 127.0 127. 127.0 IABJ 120.7 94.3 77.9 73.8 721 72.0 8200 924 70.8 MO 1. 48.8 47A. B 030 8&8 8&8 61.7 47.3 44.4 43.0 7200 77.8 5&7 46.0 41.4 3&B 37.0• 8ROD Z1 4& 3&1- 29.1 28.3 24. 4tv t,Esaavtlw+ CIAtt IAPRM I 4 REVISED INSTALLATION DETAILS 08/07/15 1 R.L. 107 3/8" COMBINED WIDTHF_ 3' I J WINDOW r J WINDOW FRAME HEIGHT MULLION SPAN) APPROVED CONFIGURATIONS MULTIPLE I.WTS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 Yr AS SHOWN HEREIN. mdgn P- radfi8 04 UnlmondloredInto In eanetoto Mullion span on) TAbutary 1&13 2500 wttl X00 4200 n 4d00 SZ13 2&00 130.0 130.0 130. 0r2., 130.0 180.0 37.30 30. 130.0 130.0'130.0 130.0 130.0 4A03 130.0 130.0 130.0 130.0 130.0 6t00 130.0 11 87.8 T19 71.5 868J 130.0 98.8 72.9 60.5 5&2 7200 89.3 72A 64.0 MO 42.0 8100 B21 4S 0 33 1 3 24,9 LARGEAND SMALL MISSILE IMPACT, LEVEL D, WIND 2CNE J D/MENlSIOWS IN CHARTARE FRAME DIMENSIOWS AND 00 NOT INCLUDE FLANGE wI --iF-- W2 107 3/8" COMBINED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83- MULLION SPAN CONFIGURATIONS AND DP CHARTS ORAVN: Dnc NO. V.L. 1 08-01445 W^E NTS IDA7E 01/11/12 1 ""W2 OF 3 SIGNED: OSM72015 L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.corh Manufacturer: M1 Windows and Doors, Inc. 650 West Market St Gratz, PA 17030 Product Line: M-1926 - Vertical Mullion Engineering Evaluation Report Report No.: 512069A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document drawing number 08-01445 revision A prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512069-1 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: refer to design pressure charts in approval document. Maximum single window unit size: 52 1/8" x 84" Window units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in Wind -Rome Debris Regions, up to Wind Zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components. mullion or individual units. All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with installation instructions document 08-01445 revision A. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest In any other entity involved in the approval process of the listed product(s). 1of1 R L d1 /Z i 40 N.- 15TATE OF 51 i Z DNA 11` Llris R. Lomas, P.E. FL No.: 62514 08/ 07/2015 Florida Building Code Online ; Page 1 of 2 Business & Professional Regulation Pd& p MIA acts Home I Loa In I user Reatstratlon i Hot Toplos I s,mmht surcname I Sats A Fans I PUN00ons I FaC scan I aaS she Hap ( unha 1 SWIMI Busjnes/f,!) Product ApprovalPf0esslalUSER: puax: uur Regulatlori 17cmt > > 6 WO&M uS > foott eden oa h FL * FL12019-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Emall 5140 W CUfton Street Tampa, FL 33634 813) 884-0444 lyle.pestow®aan-metals.com Authorized Signature Vivian Wright rickw@rwbidgoonsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W- 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 Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan 1. King, P.E. L 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 Standard Year ASTM E330 2002 Method 1 Option D https://www.floridabuilding.orglpr/pr app_4d.aspx?param=wGEVXQwtDquJEQfBP6a6FJ... 7/20/2015 o ACC AMI3RICAN CONSTRUCTION METALS S140 West CfJRon Street Tampa, FL 33W TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and Is in compliance with the Sth Edition (2014) Ronda Building Code excluding the "High Velocity Hurricane Zone (HVHZ). 2. Product anchors stall be as fisted and spaced as shown on details. Anchor embedment to base materiol shall be beyond wan dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering onalysts. 4. Wood/CMU wall construction, by others, must be designed property to receive loods from the soffit and/or Y x T batten strips. S. Aluminum soffits shoo conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. TA21E of COM M sHW# DISCRIFF" 1 Typtcd elevofions a general notes 2 Panel det0ft 3 soffit defolk a design 4 Sot1 detalls & design S SolM detok deftn pressures a bill of moteAok AIPlf 4 ft4 T.1012ID11STnCq T 011 rA13r11R1Q QUAD Q4 Q.-&0111A11rTW3q a.1011 JOWTHM ore. rr: JK o c or. A 3 FL-12019.1 x1 1 or 5 C ROOF OVERHANG ALUMINUM Sff DETAIL' B' --! L SIDE VIEW - SINGLE SPAN w/F-CHANNEL Shmn w/ hm/hen" eetlW-) SINGLE VAN LENGTH A• DESIGN PRESSURE (PSI) POSITIVE NEGATIVE s 70.0 141.0 io• 60.0 60.0 12' 50.0 50.0 14• 38.5 38.5 tt• 30.0 30.0 Nult: WVW MokfwV AKV -- DESIGNED BY THE ARCHRECi OR EdGME3t OF RECORD 11111}It l DETAIL" B" F-Chonnel ROOF OVERHANG ROOF FRAMING SOFTNT ('RI OR MOOD DETAV IL • FRAMED SEE DETAIL' D SIDE VIEW - SINGLE SPAN w/3-CHANNELS TRIM NAIL ATTACHED THROUGH FASCIA 01irO.C. MAX Shawn w/ Inas/TrambD nmOever) STAPLES (STALLED 0 @ND OF PANFL AND B• MAX O.0 SEE DETAQ'J •. SHUT 5) 1/SMAX — DETAIL"A" FOscio STAPLES WALLED 0 ZCO.C. OHIO WOOD) ON FCIIANNEL LEG OR "All.01 T O.C. ONTO WOOD OR MASONRY) STAPLES INSTALLED 01T O.C. (INTO WOOD) IN FCHANNEL SLOT OR I-NA1L 017 O.C. INTO WOOD OR MASONRY) NOTE: FOR SQUARE CUT OVERHANG. TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 24' O.C. 960 FRAMING I rMAX ROOF OVERHANG SPAN. • •* sow. 60 ROOF 's° d n FRAMING .,+..... .... ALUMINUM u n •: FASCIA t{a TRIM / SOFFTT—J (w OR V ` lz SEE DETAIL •A* FRAMED a Sri DSML•C' SIDE VIEW - SINGLE SPAN w/3-CHANNEL Shawn *d tnasllrambp onlllew) STARES INSTALLED01T O.0 (INTO WOOD) II ! CHANNEL SLOT OR T-NML 0 IT O.C. DETAIL " D " J- Chonnel Fosclo STAPLES DSTALIED 017O.C. (040 WOODI IN ICHANNEL SLOT OR T-NAIL 01T O.C. ONTO WOOD OR MASONIM STAPLES LOCATED \ / 2P O.C. NO FRAMING —7 jj iaL 1/ r _ 1• MAX DETAIL " C" J- Chomel Dab 0+: JK SUBSTRATE NOTES: "Dc rr LfS I. MOOD SUBSTRATE G - OA2 OR BETTER "ueno w: I MASONRY SUBSTRATE UOD PSI CONCRETE (ACI 3DI) F7—12019.1 OR HOLLOW BLOCK )ASTM C90)• OEMI DESGRIPRON MATERIAL 1 FASCIA.0216-THK.AL3105-H14 ALUMINUM 2 1' FLANNEL .0IW THK. AL 310S - H24 ALUMINUM 3 F CHANNEL 0155' THK. AL 3104 - N19 ALUMINUM 5 QUAD 4 PANEL D115 OR .0135' THICK) AL 3106 ALUMINUM 6 TRIPLE 4 PANEL D11S OR DI34'TFBCK) AL 3105 - ALUMINUM 7 R15x13/4-TRIMNAIL S.S. B 18' GA. X 1/4'SS SIAPLE /`7/rM[KEMBEDMEq STEEL 9 7 X 7 BATTEN STRIP (G=A42 OR BUM) WOOD 10 APA B-C- GROUP 1 Da.15/37 PLYWOOD OR BETTER WOOD 11 097" DV- T-NAIL / 5/B- MIN. EMBEDME STEEL 12dX31/4' H.D. GALY. STEEL COMMON HAIL 0 24' O.C. w/ 1.3/4' MIN. EMIT. DETAIL" H " IX2VEROCAL FRAMING (G>-.42) ATTACH w/ 241d COMMON NABS 0 TOP 10 ROOF FRAMING STAPLES INSTALLED 0 END OF PANEL AND 6' MAX O.C. SEE DETAIL'J C. MAX. MAIL "J" DETAIL"I" ROOF CVERHANG ROOF A- 12dX3.1/S' r _i ` -------- HD.GALv.STE13 -7 -------- [WO OR COMMON MAIL02CO.C. SEE MAIL-A- • W0 w/ I V4 MIN. EMIT FRAMED SHED 3) COMINUOUS SEEDEUR'H BATMRN0Cl ko SPAN STAPLES INSTALLED SIDE VIEW - DOUBLE SPAN w/BATTEN END OF PANEL AND (Shown w/ Vvw#Mntng—dlft-) 6' MAX O.C. SEE DETAIL'! 9 ry SEE DETAIL' BE _ g s SHEET 3) `1,i ` p e r TWIN SPAN LENGTH w/ CONTIN•a• UOUS BATTEN DESK: N PRESSURE (PSF) PWMVE NEGATM TV 70.0 70.0' te' 66.5 66.S 20' 60.0 60.0 22' S4.5 W 2e' 50.0 SQO SPAN' A - ROOFOVHIHANG SEE DETAIL' G- PIEET 4) ROOF FRAHING SEE NOTE 2 I - I I t N 9 j CHU OR FRAME W000DSffDETA$'I' A' TT SEE DETAIL' A ISHEET 3) SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES (Shown w/ bum6ftming 0-tbng) I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE: G - 0.42OR BETTER 2. 12d COMMON NAIL OR 3/1C OW TAPCON CONCRETE SCREW 2 MASONRY SUBSTRATE 3.000 PSI CONCRETE 1ACI301) IMIN. 1.1 hr EMBEDMENT) 0 2C ON CENTER OR HOLLOW BLOCK IASIM CPO). 92 n a low m JK I FL- 12019.1 a - a A i 3 Florida Building Code Online l Page 1 of 2 Regulation r fad wW M4 acts Nome I tog to 1 User Reghtwtion i HotToak+ I suitu unitsuaryeI stars a F,as I Pueacatiom I FaC staff I ens site cap I tmrs I search I Busines , product Approval PfofesSl al. ®USER: ftdit UW Regulation ftdud AndroM H@ft > INWINI of AD&MMUOn SWO> fio oo laa > AoottcWon 4"a FL g FL16305-114 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/ Phone/Emall 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@atlasroofing. com Authorized Signature Meldrin Collins mcollins@atiasroofing. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Emall Category Rooflng Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Nardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden f Validation Checklist - Mardcopy Received Certificate of Independence FLj.6305 R4 COI =160 4 2014 FBC Product Evaluation Shinoles. odf Referenced Standard and Year (of Standard) Ord Ysa[ ASTM 0 3161 2009 ASTM D 3462 2009 ASTM O 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https:// www.floridabuUding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option O Date Submitted 06/28/201S Date Validated 06/29/2015 Date Pending FSC Approval 07/05/201S Summary of Products FL R Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limps of Use InstWllatlon Instructions Approved for use in HVHZ: Yes is 1636S k It • ATL13002.4 2014 EK Piodtitt Evaluatlon Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See evaluation report for limits of use Shinoles.odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Report fa ta5 R4 'AE ATL13n_02.a 2014 FBC Product Evaluation, Shlnoles.odf ICreated by Independent Third Party: Yes j;Wj us :: pStone: Asp:4n•1eta., TM Srato nt FIMMA K an AAIMO Pn~r :`-- dbS.la13AeeSns:: gip( Under Florida low, ernall addresses are pubik records. if you do not want your e-maB address released In r"Portsa to a publk•nxords request, do not and elewank rr1a8 to this endty. Instead. CWt= the eeka by phone or try tradhbnal man. tf you have any ouesdon% please Contact BS0.487.139S. 'Pursuant to Section 4SS.27S(1), Find& Stables, of ed roe October 1, 2012, Bolnseas Iker34d under Chapter 45S, F.S. mom provide the Deparunent w[th an small address d they have one. The ernads previded may be used for ofRdal mnmunlotbn with the Boarlsee. However eman addresses are publk record. If you do not wish to Supply a pus• orui i ddren. pleam provide the OtPart n A with an email OMMS whkh can be made avallaak to the pubRL To detCrNna If you are a Ikensee under Chapter 45S, FS., pease cildr LuL. Product Approval Adoepty EWERE Cr rlitSAFE https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 j3N... 7/20/2015 CR K Certificate of Authorization rgh DrurghDr17520Edinburgh Tampa, Fl. 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT • • FLORIDA BUILDING CODE 5T" EDITION (2014). Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (OUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5. 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Ret)ort No. Standard Year PRI Constriction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Constriction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-106.02-01 ASTM O 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATLA09-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-118-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-123.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-125.02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-127.02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-136.02-01 ASTM 0 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-138.02-01 Rev 1 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-162.02-01 TAS 100 19% PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM O 3161 2009 PRI Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-170.02-01 ASTM D 3462 2009 ATLI3002.4 FL 16305•R4 Page.1 of 9 This evaluatlon report -Is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notty CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spedfically addressed herein. CREEK ATLAS ROOFINI. G CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-184-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-165-02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMasteu® 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough-MasterO20 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip S Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTM Architectural ASTM D 3161, Class F & ASTM D 7158. Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161. Class F & ASTM D 7158. Class H fiberglass reinforced, laminated PinnacleO Pristine architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton 6 Meridian) SttormMaster® Shake ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462: StormMaster® Slate ASTM D 3161. Class F & ASTM D 7156. Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002A FL 1e305-R4 _ _Page 2 of 9 This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufachm shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION _ GlassMaster® 30 & Basic Wind Speed (VwJ: Tough -Master® 20 Basic Wind Speed (Vww): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements. Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12.• Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 5-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either *4 Nail Pattern' or -6 Nail Pattern* detailed below. 3W L NMI$ 1 r • r 12" • 4 Sir 12' --• m IT --+-1 r-- j Figure 1. GlassMasterO 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 3W fL Nails t 2" • ' 4 Figure 2. GlassMaster® 30 & Tough-Mastef® 20 6 Nail Pattem ATL13002A.. - _ FL 16305-R4 Page 3 of 9 This evaluation report Is proulded for State of Florida product approval under Rule 61G20-3. The manufacturer shall no*.. CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. JCREEKTECHNICALSERVICES, LLC Prol-AMTM Architectural Basic Wind Speed (V,m): Basic Wind Speed (Vnd): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min.. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either *4 Nail Pattem' or'6 Nail Pattem' detailed below. WSW W. 1201daWId Y 112 r K r] r] C3 0 0 M C3 . r3 0 Q r] r3 co c3 6 our I r v 1 Figure 3. ProLAMTm Architectural Shingle 4 Nail Pattern (non-HVHZ only) Figure 4. Pro-LAMTM Architectural Shingle 6 Nail Pattern ATL13002A FL 16305-R4 Page 4 of 9_ This evaluation report'Is-provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not speci( xally addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine 3 Basic Wind Speed (V,u): StormMaster® Shake Basic Wind Speed (Vew): Deck (HVHZ): PI L Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min: 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min: 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or '6 Nail Pattern' detailed below. rr+.rn..a r TV i O OOOl7 0,=, (_—.,:fie_ O O = CU Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only) i 1 rx r.+ na++rb mmn ena I Ur r OOOC OOOO OO OOOQOOOO +r O'OO OO OOO CZLOOdQO O & f sm Figure 6. Pinnacle® Pristine and StortnMaster® Shake 6 Nail Pattern A_TL13002 4 FL 16305-R4 Page 5 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notBy'CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC St,ormMaster6 Slate Basic Wind Speed (Vwr): Basic Wind Speed (Vast): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ); ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSS existing construction. In accordance with FBC requirements. 2:12 and in accordance.with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattem" or "6 Nail Pattem' detailed below. Figure 7. StormMaster® Slate 4 Nail Pattem Figure 8. StormMaster4D Slate 6 Nall Pattern ATL13002.4. FL 16306•R4 Page 6 of 9 This'evaltietlon report is provided for State of Florida product approval under Rule 61G20-3: The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (V,oj: Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in.. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached as shown below.. c Lr 17 M t.Y2''R nA 11r —F 7' y 1. e a Figure 9. Pro -Cut® Starter Strip ATL13002.4 _ FL 16305-R4 Page 7 of 9 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3.,• The manufacturer shall notiy, CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Hip & Ridge Basic Wind Speed (V,ga: Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ and non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-5/8 inch exposure in accordance wtth RAS 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind... I• 12 ga.1-1/2" ring shank nail 1 1 120 Figure 10. Pro -Cut® Hip & Ridge ATI-13002.4 _ FL 16305-R4 ThIsevaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall n, Technical Services. LLC of any product changes or quality assurance changes througtwut the duration for which this re This evaluation report does not express nor imply warranty. Installation. recommended use. or other product attributes specifically addressed herein. of 9 is valid. are not MAC R E E K ATLAS ROOFING CORPORATION sphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 50i Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tiNlutN. No 74021 L STATE OF . w f`Ge77Gu`A-nnu AC IMnaDI MM MPF 2015.06.2 912:55:48 04' 00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor wtil it acquire, a financial Interest In any company manufacturing or distributing products under this evaluation.. CREEK Technical Services. LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest. P.E. does not have, nor will acquire. a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In arty other entity Involved In the approval process of the product. END OF REPORT ATLI 3002.4 FL 16305-R4 Page 9 of 9 Tr" evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for vfiich this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Or Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE C EDITOON (2014) Manufacturer. ATLAS ROOFING CORPORATION Issued June 29, 2015 2000 Riveredge Parkway, Suite 800 Atlanta, GA 30328 770) 612-6267 Manufacturing Plants: Hampton, GA Meridian, MS Dangerfield, TX Ardmore, OK Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5,1507.2.7.1. 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Report No.Standard Year PRO Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-083-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-086-02-01 Rev 1 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-104-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-106-02-01 ASTM O 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-106-02-01 Rev 1 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-107-02-01 TAS 100 1995 PRO Constriction Materials Technologies (TST5878) ATL-107-02-01.1 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-109.02-01 ASTM D 7158 2008d PRO Construction Materials Technologies (TST5878) ATLA 16-02-01 ASTM O 3462 2009 PRO Construction Materials Technologies (TST5878) ATLA 18-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATLA 19-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM O 7158 2008d PRO Construction Materials Technologies (TST587E) ATL-125-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATLA 27-02-01 Rev 1 ASTM D 7156 2008d PRO Construction Materials Technologies (TST5878) ATL-132-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-133-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-135-02-01 ASTM 0 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-137-02-M Rev 1 ASTM D 7168 2008d PRO Construction Materials Technologies (TST5878) ATL-138-02-01 Rev 1 ASTM D 7158 2008d PRO Construction Materials Technologies (TST5878) ATL-143-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-144-02-01 ASTM 0 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-151-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-162-02-01 TAS 100 19% PRO Constructlon Materials Technologies (TST5878) ATL-167-02-01 ASTM D 3161 2009 PRO Construction Materials Technologies (TST5878) ATL-168-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Construction Materials Technologies (TST5878) ATL-169-02-01 ASTM 0 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM 0 3462 2009 ATL13002A FL 16305-R4 Pag01 of 9 This evaluation report Is pmvided.tor State orFlorida product approval undef Rule 61G20-j.: The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC PRI Construction Materials Technologies (TST5878) ATL-171-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-172-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies UST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-01 TAS 100 1995 PRI Construction Materials Tecturologies (TST5878) ATL-184-02-01 ASTM 0 3161 2009 TAS 107 1995 PRI Construction Materials Technologies (TST5878) ATL-185.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-186.02-01 TAS 100 1925 PRI Construction Materials Technologies (TST5878) ATL-187-02-01 ASTM D 3462 2009 PRODUCT DESCRIPTION GlassMaster® 30 ASTM D 3161, Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Tough -Master® 20 ASTM D 3161. Class F fiberglass reinforced, 3-tab asphalt shingle with a dashed, Ardmore & Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Hip & Ridge ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a Ardmore & Hampton) dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pro -Cut® Starter Strip ASTM D 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed, Hampton) thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ProLAMTM Architectural ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Hampton & Meridian) architectural asphalt shingle with a dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. Pinnacle® Pristine, ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Pinnacle® Pristine architectural asphalt shingle with two, dashed, thermally-acfivated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462•. Dangerfield, Hampton & Meridian) StornMaster® Shake ASTM D 3161, Class F & ASTM D 7158. Class H fiberglass reinforced, laminated Dangerfield) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM 0 3462. StormMaster® Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462. ATL13002 4 FL 16305-R4 Page'2 of 9 This evaluation report Is provided for State of Florida product approval under RuleAIG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION GlassMaster® 30 & Basic Wind Speed (V,a): Tough -Master® 20 Basic Wind Speed (V„d):` Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 5-inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 54nch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or'6 Nail Pattern' detailed below. Nails h•• 1 12" ••. 4 1 We Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 3W Nails • 51W 12"-12" Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nall Pattern ATL13002 4 FL 16305-R4 __ _ Page.3 of 9 This evaluation report Is pmMed foi State of Florida product approval under Rule 61 G20-3: The manufacturer shall nobly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty. installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK' TECHNICAL SERVICES, LLC ProLAMfm Architectural Basic Wind Speed (V,dt): Basic Wind Speed (Vasa): Deck (HVHZ): A L Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph in accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '6 Nail Pattern' detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. - Shingles shall be attached using either "4 Nail Pattem' or'6 Nail Pattem" detailed below. 306W r ' r _ O O O O O O O O 7:' O O O O O O sw Figure 3. Prol-AM" Architectural Shingle 4 Nall Pattern (non-HVHZ only) Figure 4. Pro-LAMT1° Architectural Shingle 6 Nall Pattern 11 ATL13002 4 FL 16305-114 Pa9e 4 09 This evaluation report is provided'for State of Florida product approval under Rule 61G20-3. The manufacturer shall no* CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & StormMaster® Shake Basic Wind Speed (V„n): Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements.. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 6 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern* detailed below. Installed with 6 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or *6 Nail Pattern' detailed below. aa +] wmNwOo st rn L.1(00000 OOO.GGI C OCCl0C7C u• Figure S. Pinnacle® Pristine and StornlMaster® Shake 4 Nail Pattern (Non-HVHZ only) rx f „ a• , Co 0000: o0 000 0000, W oocc caoo 0 000 0000, i ff Figure 6. Pinnacle® Pristine and StormMaster(D Shake 6 Nail Pattern ATL13002.4 FL 16305-124 Pogo s of e This evaluation report is,pmiif* d'for Slite of Florida product approval under Rule eiG20,3: The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid: This evaluation report does not express nor imply warranty, Installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC StormMaster® Slate Basic Wind Speed (Vwr): Basic Wind Speed (Veed): Deck (HVHZ): Deck (Non-HVHZ): Undedayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Mai. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed with 8.5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern* detailed below. Installed with 8.5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either "4 Nail Pattem' or'6 Nail Pattern' detailed below. Figure 7. StormMasterlt Slate 4 Nail Pattern i Y Lj ? _ I Figure S. StormMaster® Slate 6 Nail Pattem ATL13002 4 FL 16305-R44FL16305-R4 Page 6 of 96of9 Thus evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Tedmlcal Services, LLC of any product changes or quality assurance changes throughout the duration for vAlch this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut& Starter Strip Basic Wind Speed (Vun): Basic Wind Speed (Vam): Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: - Installation (HVHZ): Installation (Non-HVHZ): ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Contact the Atlas Roofing Corporation when installing at slope greater than 21:12. Installed in accordance with RAS 115 and manufacturers published installation instructions: Shingles shall be attached as shown below. Installed in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached as shown below. j/ 1! N at/i d4 cWd s0 IP Ti • O • '• d o' Figure 9. Pro -Cut® Starter Strip ATL13002.4 of0 This evaldation report is.pro>fided for. State'& Florida product approval under Rule 61G20r3. The manufacturer shag notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specificaly addressed herein. CRWEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (V dj: Max. 194 mph Basic Wind Speed (Vaa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in..plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation (HVHZ and Installed with 5-5/8 inch exposure In accordance with RAS non-HVHZ): 115 (HVHZ only) and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. 12" 12 ga. 1-1/2" ring I shank nail 12" 6" i i t Figure 10. Pro -CUM Hip & Ridge ATL13002 4 FL 16305-R4 gage a of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3:, The marmiseUmer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation. recommended use. or other product attributes that are not specifically addressed herein. CREEK ATLAS ROOFING CORPORATION Asphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and In accordance with FBC requirements.. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B 8 C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. No. 14021 STATE 'OF : QJ ki. C ON A' 2015.06.2 912:55:48 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services. LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In ary company manufacturing or distributing produce under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any other entity involved in the approval process of the product. END OF REPORT ATL13002.4 FL 16305-R4 _ Page 9 of 9 Tt"*IV eluBU 'ttpOA is.p oWded •for_StaW'Zt Elorlda,pmdua'approi wa -L Wer Rule 61G20:4 The mantftc ruer stran:m+ltfy CREEKTtdatical5enilbes. IlC:of any,produdt .changes or quality,assurenes atirnges throughout the duration for,v"#6 report is valid. This evaluation report does rot express nor .Imply veirrMrty, IIIAWlall'on', recotrurt use.>ar ottier.Prodyd.atbibutes'that are not specifically addressed herein. r, Florida Building Code Online Uncker kul Page 1 of 1 Business & Professional Regulation r c Florida jc' eCls *tome I tag In I user iteltstratlon 1 *tat Toga I submit surcharge I slats a Facts I Publtntrons I FOC Stan I SOS Stta flap I Links I Search I Busines product ApprovalProfessiialUSER: Public User Regulation may, > > AOptlnoallon Ust• Search Criteria Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search ateiuits ADD ucaaruns M 13= Manufadurer Validated By Status FL15216-R2 Revision InterWrap, Inc. John W. Knezevlch, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments 1§40 joith Munroe a ,eat. Tagihnsrea Fl. =99 Phone: ASwWIR24 The State of Rodda is an ANEW employer. ei] a.te of FIOMI.:: Refund Statement Under Florlda taw, email addresses ant Public records. If you do not want your !-mall address released In response to a 010blic-Fecords request, do not sendelectronicmattothisentity. Instead, contact tine offloa by phone or by traditional mail. If you have arty questions. pause contact SSo.467.179S. *Pursuant toSection4SS.27S(l ), Flor4s Statutes, effective October 1. 2012, licensees licensed under Chapter 45S. F.S. must provide the Department with an amaa address r they have one. The !malls provided may be used for official communication with the llcensae. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an !mini address which can be made available to the public. To determine It you are a Ilamsee underChapter4S5, F.S., please click Lem• Product Approval Accepts: NEON crcdIIsA E https://www.floridabuilding.org/pr/pr_appjst.aspx 7/20/2015 Florida Building Code Online Page I of 2 4 B'u"s l'n'e"s's"'iw Professional Regulation ram RwidaDewwmd Bust acts HWM I to in I user RegistnNon Product Approval tea: i MW Topes I submit 90dwMe I stars a Farts I PuottcAlWa I FaC Stan ( GM Sim Map I Unto I Search Pro essi I PublicUxr Regulation ho&& w AftfiedliftSeanch AgNSI lM.W > A00hZ toe oaaa FL # FL15216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@lnterwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Undertayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/201S Validated By John W. Knezevich, PE t i Validation Checklist - Hardcopy Received Certificate of Independence FL IS216 R2 COI 201S 01 COI Nleminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5.3 1507.8.3 1.507.9.3 1507.9.5 T1 S07.8 https://www.floridabuilding.oriz/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option 8 Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL a# Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions FLI S216 R2 11 201S 04 FINAL ER INTERWRAP RHINOROOF W55216- Approved for use in HVHZ: No R2.odf Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports pl 3'i!i R2 Ac 201S 04 FINAL' E0. IfMffiWt9P RHINOROOF FUS216- Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. See ER Section 5 for limits of Use. R2.odf Created by Independent Third Party: Yes Neel Contact Its:: 1,^ k M t4aeree a>r,.r Up_w M Yaoe atlene: fIS?4R7-ae2e The sate of Flod" Is an M/EEO eMloyar• :: E :: Refund Statement tinder Florida taw, email addresses are public records. If you do not want your e•mall address released in response to a public -records request do not tendelectronicmalltothisentity. Instead, dormers the office by phone or by traditional mail. If you have any questions, please contact 050.487.1395.-paWent toSection455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the DeWtno t with an elnit oS if ertheyhaveone. The u0a provided maor ybeusedfor01ndaldnmrN®tion YAh the licensee. ebwever emad addresses are public moord. ]f you do not w00resish toSupply a personal addres3% please provide the OepaMrcrd with an anal 600MM which can be we" available fra the pWIIG To determine If you are a licensee under Dopaar 455. f.S., please dick hCM+ Product Approval Accept o 0 0 0 E aelLfilYM1YMN. https:// www. floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 QOTFUNITYIERD EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization g9S03 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-R2 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DEscwPnON: RhlnoRoof Underlayments LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED CoMpUANCE: 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. TrinitVI ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE190 otuvmr,, vaQ,ATas,ne<-mot 4 3%-.r :.`.t. C` r The lealmdo seat appeerintwas euthorleed bT Robert NlemimN s •'f,7„ H aaar,' PE on d/27/20L5. fibdwa rotserva ea anelearadcNM a ned doommnt. Srned, sealed hardcoples have been uanvnitted to the Product Approval AdmWrtrator and to the named diem CERnncAnON OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinity( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have not 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 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. TTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507S.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1507.8.3,1507.9.3,1507.95 on Heating 1507.2.3.1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Uqukl Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Pais ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-0O6 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM 0226, Type 1 or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 5.2 5.3 5.4 5.5 5.6 5.6.1 This is a building code evaluation. Neither Trinity IERO nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report Is not for use in the HVH2. 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 AH) for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPnoNs Underlayment AsphaltWoodNail -On Tile Foam -On Tile Metal Shakes 6 Shingles Slate or Simulated SlateShingles RhlnoRoof U20 Yes I No I No I Yes I Yes No Exposure Limitations: RhinoRoof Underlayment shall not be left exposed for longer than 30-days after Installation. 6. INSTALLATION: 6.1 Rhinoltoof 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 0226, Type I or If or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S10.02.12412 Cerdficate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/201S Page 2 of 3 A TRINIIYJERD 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. 4 RhlnoRoof 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 HVH2 nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single tamer: 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 Slooe < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 5203321 END OF EVALUATION REPORT - Extedw Research and Design, LLC. Evaluation Report 140510.02.12-R2 Certifhcote oJAuthorizodon #9503 FUS216-R2 Revision 2: 04/27/201S Page 3 of 3 QOTRINITYJERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 3S3 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 14OS10.02.12-R2 32923 Mission Way FL1S216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LASEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: 1- 00 Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 aatu u, sF 4 The (aCdMAe ual algeaft wft allttWkCd by IloWrt NMmNen, s•j SjL k lt sNs`' P.E.onM/27/201S. This does not servo as an ekcttanlWM Weed Phr4"it documaM. Signed, saa4d lurdoopks have heM transmitted 10 the Product AWe al Adminbtrator and to the fumed dlaft CERWICAMN OF INDEPENDENCE: 1. Trinity)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. 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 not will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity Involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Q0TmN1TYJERD ROOFING COMPONENT EVAWATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhincRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance Is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year iS07.23, 1507.53, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM 0226 2006 1507.83,1507.93,1507.9E on Heating 1507.2.3,1507.S.3,1SO7.83, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1SO7.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference at ITS (TSTiS09) Physical Properties 100S39395COQ,006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ•002 10/27/2011 ITS (TSTiS09) Physical Properties 100539395COQ-M 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 13/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available In 42-inch wide'rolls, and can be produced in various other sizes. S. UMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product Is specifically referenced within FBC approval documents. if not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TAetE 1: ROOF Com OPnoNs Underiaymerlt Asphalt Shingles Nall -On TileI Foam -On TileI MetalI wood Shakes 8, Shingles Slate or Simulated Slate RhlnoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturers published Installation instructions and the requirements for ASTM D226, Type I or Il or 04869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certilkote ojAuthorirotlon p9S03 FUS216-R2 Revision 2: 04/27/201S Page 2 of 3 QOTRINITYIERD 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. RhlnoRoof 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:E 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 Shoe < 4.12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting In a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for Information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-R2 CertlJkote ojAuthorization #9503 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 Florida Building Code Online Page 1 of 3PA uafi eas Ho. lro I LW m 1 user Regi.trauon 1 a 21ePs SUSER: Product Approval P5 . puboc user Regulation , & WjMciM=> Apptioadon oetaa r1E 7ut AOaf01IN ItdW > tl uc k cF Professional Regulation 6rrn(neo'ES 1 s coat S.rtO._e f sues s rats I ruNkacim I r9c'Stin I ens Site Mao I unio I® FL # FL2197-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DSPR. Approvals by o8PR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archlved Product Manufacturer MiTek Industries, Inc. Address/Phone/Email 14SIS North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext 7480 dwert@mll.com Authorized Signature David Wert david.c.wert@mil.com Technical Representative David Wert Address/Phone/Emall 14SIS North Outer Fourty Drive Suite 300 Chesterfield, MO 63017S746 314) SS1-7480 dwert@mli.com Quality Assurance Representative David Wert Address/Phone/Email 1451S North Outer Forty Suite 300 Chesterfield, MO 63017 314) 851-7480 dwert@mli.com Calory Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By ICC Evaluation Service, LLC. 219 RS C!I Certificate of ind ndeD rnr Ev&IJ ail on.odf Certificate of Independence _.. Referenced Standard and Year (of Standard) standard. Year ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/prlpr_app dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 Florida Building Code Online Page 3 of 3 Crc itSA E https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvrTEx%2bbkf... 7/20/2015 Excerpt from !CC -ES ESR-1311, Revised November 2011 INSTALLATION All truss plates. are pressed into the wood for the full -depth of their teeth by hydraulic -platen embedment presses, multiple roller presses that -use partial embedment followed by full -embedment rollers, or combinations of partial: embedment roller presses and hydraulic -platen presses that feed trusses into a stationary finish roller press. Trusses must be assembled within the tolerances specified in ANSI/TPI 1, Chapter 3, Quality Criteria for the. Manufacture of Metal - Plate -Connected Wood Trusses. ICC-ES Evaluation Report Cor%-''"' Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora ( (800) 423-6587 I (562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com.. EVALUATION SUBJECT: MiTek° TRUSS CONNECTOR PLATES: M-16, MI116, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HST1e 1.0 EVALUATION SCOPE Compliance with the following codes: 2012. 2009, 2006 Intemational Building Codee (IBC) 2012, 2009. 2006 international Residential Code® (IRC) 1r.2013 Abu Dhabi Intemational Building Code (ADIBC)t The A018C is based on the 2009 IBC. Zoos IBC code sections referenced In this report are the same sections in the ADISC: Property evaluated: Structural 2.0 USES MTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3A MiTek® M-16 and MI116: Model M-16 *and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (146 mm)]. ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)) and having a base - metal thickness of 0.0565 inch (1.44 mm)i Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutout area::Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 1-inch (25.4 mm) width increments, up to 12 inches (305 mm). and lengthwise in 1'144nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTe0 M-20 and MII 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11A mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0:25 inch (6,4 mm). Each slot has a 0.334nch-long (8A mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base. and twists approximately 22 degrees to its point See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, Mil 20 HS, and MT20HS'm: Models M-20 HS, MII 20 HS, and MT20HSTu metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60. high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/44nch-by-14nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0 254rich-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General. All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, be cW$1FWd CC -ES Evaluation Repora air not to be eomtrueAos reprventing ocitheUea or any Other arrrlbur nor speGJJearfy a4drerseQ. nor ore the l or !m kd as as on endorsement ojrhe subject ojthe report or a recommendation jor Its use. 77tarra is no vaman b it C Evaluation Service, ll.C, erpra pl to any jnnding or other matter in this npor4 or or to any product covered by the report Page 1 or 5 CopyrigM 0 2015 ESR-1311. 1 Most Widely ACce •Ted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (IbAnl/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mil 16 Douglas fir -larch 0.5 176 121 137 126 Hem - fir 0.43' 119 64 102 98 Spruce_ pine-tU 6.42 127 82 75 107 - - Southem pine 0.55 174 128 147 122 M- 20 and Mil 20 lHem-fir' Douglas fir=lai,ah 0.5 220 195 180 190 0. 43 185. _ 146 129 145 Spruce - pine -fa 0.42 197 144 _ 143 137 Southern pine OS5_ 249 190 184 - 200 - M- 20 HS, mil 20 H§ and MMOHS Douglas fir -larch 0.5 165 146 .. 135 143 Hem- flr 6.43 139... 111 97 109 _ Spruce - pine -fir 0.42 148 106 107 103 Southern pine 0.55 187 143" 138 150 For St:1lbrutz = 6.9 kPa. NOTES: Toothholdingunits = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of Joint 2AA = Plate parallel to load, wood grain parallel to bad EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE = Plate perpendicular to load, wood grain perpendicular to load' 3Alltruss:plates lave prpssed.intg the wood for the full depth of tlWr teeth by hydraulic -platen embedment presses, multiple roller presses that usepartialembedmentfollowedbyfullembedmentrollers, or corritirnations of partial embedment ratter presses and hydraulic platen presses that feed trusses into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M- 16 AND 11111116 M-20 AND MII 26 M-20 HS, Mil 20HS AND MMOHS Efficiency Poundslinch/Pair of Connector Plates Efficiency Poundsflnch/Palr of Connector Plates Efficiency PoundslinchlPali of Connector Plates Tension Values in Accordance with Section-5.4.4.2 of TPI-1 (Minimum Net Section over the J0lnt)' Tension @ 00 Tension @ 90° 0. 70 0. 36 2012 1 1013 1 0. 50 0. 47 880 820 _ 0. 59 0. 48 1505 1219 Tension Values in Accordance with TPI-1 with a Oeinalion (see Section 5.4.9 (e)) MaldmwwmetSectionOccursovertheJ;Ine Tension Q 00 0.68 19450.62 1091 0.67 1716. Tension @ W 0.30 849 0.48 841 0.52 1321 Shear Values Shear @ 00 Shear @ 301 Shear @ fill° Shear @ 90° Shear @ 120° Shear @ 1500 0.54 6.61 0.73 0.55 0.48. 0:35. 1041 1173 1402 1055 _ 914 672 0. 49L. 0.63 0.79 0.55 0.42 0.46 674 738 938 645 490 544 0. 43 0.61 0.67 0.45 FU-7 0.3 761 LOBS 1184 792 608 537 For SI: 1 Ibrinch = 0.175 N/mm, 1 incn = z5.4 rran. NOTES: Minimum NetSection - A fine through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plates. this line passes through a line of holes. 2Maxim6ril Net Section - A line t irough the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR4 311 1 Most Widely Accepted and Trusted Page 5 of 5 0.126• 0.21V 0.5W 0 38r 32mmm 64MM 93mn II I 1 1-2-70M 1 1, 000 ood 600 goo 00o 000 000000 J 00o 000 00o r,.goo Ono Goo Ono 00o 00o M-20 HSI M1120 HS1 MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) (Continued) ICC-ES Evaluation Report r-o•+ JuF reG" Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 63—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mll.com EVALUATION SUBJECT: MITe0TRUSS CONNECTOR PLATES: M46, Mil 16, M-20, Mil 20. M-20 HS, MII 20 HS, AND MT20HSTM 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MITee Truss Connector Plates M-16. Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HS"', recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: It 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The Mek®Truss Connector Plates M-16, Mil 16. M-20, MII 20. M-20 HS, MII 20 HS, and MT20HSTM, described in SectionsT2.0 through 7.0 of the master evaluation report ESR-1311. comply with the 2014 and 2010 Florida Building Code —Buildingandthe2014.an0 2010 Fbjr`de BiilWn4. Code—Residerltlal. provided the design and installation are in accordance with the Intemational'Building'Code: provisions noted In the master report Use of the MiTek®Truss Connector Plates M-16, Mil 16. M-20, Mil 20. M-20 HS, Mil 20 HS, and MT20HS^' has also been found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. CC -ES EvafuoUon Reports are no/ so be eonttrued as representing mdxUa or any olhe artrlbutes not spee colly addressed nor art they to be to'vi as an endorsement of the subject of the report or a recoatmtndotlon for la use- There b no vorrottty by ICC hlwluatlon Service. C express or latplkd as to ony fjn&ng or other mores to this reporc or as to orry product --d by the report Page 1 of 1 Copydght O 201 S IMES Evaluation Report " e e Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.or4 (800) 423-6587 I (562) 699-0543 A Subsidiary of the Intemational Code Council® DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES Section: 0617 63--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.corn . EVALUATION SUBJECT: MITele TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSt° 1.0 EVALUATION SCOPE Compliance with the following codes: q 2012, 2009, 2006 International Building Code® (IBC) ip. 2012. 2009. 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)1 tThe ADIBC Is based on the 2009 IBC. 2009 IBC Code aectlom referenced in this report we the same sections In the ADIBC: Property evaluated: Structural 2.0 USES MiTekm metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTekm M46 and MII 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0,013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point The teeth are additionallyshapedintoatwistedconcaveform, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 14nch (25.4 mm) width increments, up to 12 inches (305 mm). and lengthwise in 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTeko M-20 and Mil 20, Model M-20 and Model MI1 20 metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating (0.0005 inch thickness on each side (0.013 mm)] • and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered OAS inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (Q.4 mm). Each slot has a 0.33-inch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details. 3.3 MITele M-20 HS, Mil 20 HS, and MT20HS": Models M-20 HS, Mil 20 HS, and MT20HS17A metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)), ASTM A653Grade60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/44nch-by-l4nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots. OA5 inch (11.4 mm) long and 0.125 inch (32 mm) wide, fabricated by punching two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.254nch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction: Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, IC C.ES Evaluation Rep" are not to be cortsirm os npretenrlrtg authnta or orry other orutbur act spectJleally on S&' ed nor ore 1hQexpects or alp fie ue@ at an endorsement gjthe subject ojthe report or a recommendatlonjor its sae. There is no uorron b 1CC Etvlmrion Senloe, 1 LC, espies Pl d to &ny lnding or other matter in this report. or as to airy product covered by the report page 1 or 6 Copyright0 2015 ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT* (Iblin'IPLATE) LUMBER SPECIES SG AA EA _ AE EE M_ -16 AND Mil 16 Douglas fr-larch 0.5 - 17... _ _ 121 137 _ 126 Hem -Or 0.43 - 119 64 _ 102 98 Spruce -pine -fir 0.42 _ 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and Mil 20 Douglas fir -larch 0.5 220 _ 195 180 190 Hem -fir 0.43 185 148 129. 145 Spruce -pine -fir 0.42 197 144 143 137 Southern pine 0.55 249 190 184 - 200 M-20 HS, Mil 20 HS and MT20HS . Douglas fir -larch 0,5 165 146 136 143 Hem-8r 0.43 139 111 97 109 Spnice-pine-fir 0.42 143 108 107 103 Southern pine 0.55 187 143 138 150 For SI: 1lblin` = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values. plates must be installed on opposite sides of joint. AA = Plate parallel to load, wood grain parallel to load EA = Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood.grain perpendiadar to load EE = Plate perpendicular to load. wood.g!ain perpendicular to load. AN truss plateA are pr@ssed into Inc wood for the full depth of 1W teeth by hydraulic-pl9t0 emt>edn ent presses, multiple roller presses thatusepartialembedmentfollowedbyfuli-embedment rouers, or combinations of partial embWment roller presses -and hyEraLdi:platdn presses that feed trusses Into a stationary finish roller press. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND MII 20 y M-20 HS, MI120HS AND MT20HS Efficiency Poundslinch/Pair of Connector Plates Efficiency I Poundsrnchwair IofConnector Plates Efficiency PoundiAnchMair of Connector Plates Tension Values in Accordance with Section 5.4.4 2 of TPI-1 (Minimum Net Section over the Joint)' Tension @ 0° 0.70 2012 0.50 680 0.59 1505 Tension_@ 900 0.36 1013 0.47 820 0.48 1219 Tension Values In Accordance Win TPI4 with a Devlation [see Section 5.4.9 (e)) M"Mum- Net Section Occurs over. the Joke Tension @ 00 0.613 1945 0.62 1091 0.67 1718' Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear Values _ Shear @ 00 Shear @ 30° Shear @ 60° Shear @ 900 0.54 0.61 0.73 0.55 0.48. 0.35 1041 ' 1173 1402 1055 914 672 0.49. _ 0.63 0.79 9.55 0.42 0An 574 738 936 645 - 1 490 544 0.43 0.61 ,. 0 67 0.45 0.34 0.3 761 11841279 608 _ 637Shear (03 1209 Shear @ 15(r - For SI: 1 Iblinch = 0.175 Nimm. 1 inch = 25.4 MM. NOTES: Minimum Net Section - Aline through the plate's tooth pattem with the minimum amount of steel for a specified orientation. For These plates, this One passes through a line of holes. Ma)dmum Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. ESR-1311 I Most Widely Accepted and Trusted _ _ _ - Page 5 of 5 0.12V 0 2SW 0AW 0 3t1.9' 3.2mm eAmm 127nun 93am Foo0 001 000 Q00 00p 000 o1: xzt[GOO000 000 J r o00 00o 00o loon 000 000 0 goo00000 -j 1ADT04 M- 20 HSI MII 20 HSI MT20HS FIGURE 1— APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in inches) (Continued) ICC-ES"Evaluation Report cZAK-1-' ' r-o%, Reissued June 2015 This report is subject to renewal June 2017. wwW.icc-es.ora I^(800)'423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53--Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mil.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, MI120, M-20 HS, Mil 20 HS, AND MT20HST" 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek®Truss Connector Plates MA6. Mil 16. M-20, MII 20. M-20 HS, Mil 20 HS, and MT20HS"', recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code --Building it 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MTekeTruss Connector Plates M-16, M11 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTm, described in Sections2.0 throygh 7:0 Ofthe rtlAstet Oaltiatton report ES.R;1 11, comply with the 2014 and 2010 Florida Building Code —Building andttie20Iand:2010,1iaa BulMiirg Code —Residential; provided the design and installation are in accordance with the lntentatlgnal BulldingCode .(IBC) provisions.noted••i6 the master report. Use of the tAATek®Truss Connector Plates M-16, MII 16, M-20, MII 20. M-20 HS, MII 20 HS, and MT20HSTM has also been foundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For proitiicls.falling under Abdda Rule 9N-3, verificatioji tiiat,the, report holders quality assurance program :is audited by;a; qual*,,. as 4jhp.'q;,, djf approved. by the. Florida Building Commission for .ifie type of inspectlons being oonduded is the' respgsns_ 411dy of;aA: approyed validation entitjr (or the •cod's. dffidal +when .the report: holder does not possess :an appro ..- - the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC- a Evaluation Reports are not to be construed as represendag aesthetics or any other attributes not spec&ally addressed. nor are they to be construed as an endorsement ofthe subject afthe report or a recommenndatl`o f R use. There he report. no warranty by ICC Fvatuation Serriee. utC, espnsv or implied as to airy finding or other matter to this report or as to any p by Page 1 of 1 Copytight 0 2015 ICC-ES Evaluation Report r-b K--I .3 -1 -1 Reissued June 2015 This report is subject to renewal June 2017. w".icc-es.oEg 1 (800) 423-6587 I (562) 699-0643 A Subsidiary of the lntemational Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14616 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek* TRUSS CONNECTOR PLATES: M46, MI116, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS"- 1.0 EVALUATION SCOPE Compliance with the following codes: is 2012. 2009. 2006 International Building Code® (IBC) W 2012. 2009. 2006 International Residential Codes (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 1eC.1009 IBC code sections referenced in this report are the same sections in the AMC. Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTek®M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0,0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionally shaped into a twisted concave forth, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 14nch (25.4 mm) width increments, up to 12 inches (305 mm). and lengthwise in 1'/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTekm M-20 and M1120: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)), ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating [0.0005 inch thickness on each side (0.013 mm)) and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the face of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is formed with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point See Figure 1 of this report for details. 3.3 MiTek® M-20 HS, MII 20 HS, and MT20HSn': Models M-20 HS, Mil 20 HS, and MT20HST1e metal truss connector plates are manufactured from minimum No. 20 gage [0.0356 inch total thickness (0.9 mm)] ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 0.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-14nch (19 mm by 25.4 mm) modules of teeth are stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0:45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out*of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.25-inch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal ontedines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch4ong (8.4 mm) tooth at each end. Each tooth is additionally. shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, ICC-ES Evaluation Reports ore not /o be construed as representing aetthe/la orany other attributes no apeelfrcdes lyoddre4nor on thcy to be as an endorsement of the subject ojthe report or a recommendatlon jar its use. Them is no iwnon b a ICCEvaluationService. LLC. WmU 4 pl' to mry feeding or other molter in this report or as to any product covered by the report .. Page 1 015 Copyright 0 2015 Page 3 of 5 ESR4311. J _ Most Widely Accepted and Trusted TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/ire/PLATE) ABER SPECIES SG AA EA AE EE M-16 AND MII 16 0.5 0.43 176 121 119 64 137 102 126 98fir -larch 0.42 0.55 127 82 174.. 126 M-20 and Mil 20 75 147 107 122ine-fir i pine fir -larch 0.5 0.43 220 195 185 _ 148 180 129 190 145 line fii 0.42 0.55 197 _ 144 249 190 143 _ 184 137 200 n pine, M-20 HS, Mil 20 HS and MT20HS'" 0.5 0.43 165 146 139 111 135 97 143... 109fir -larch 0.42 0.55 148 108 107 143 107 _ 138 1 03 150pinefrc n pine For SI: 1 ibM' = 6.9 kPa. NOTES: Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, p es must be installed on opposite sides of joint. 2AA = Plate parallel to load, wood grain parallel to load EA - Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load, wood grain perpendicular to load EE a Ptate'peiperid_tadar.to•toad, wood grain perpendicular to load All in*$.plates are tressed into the wood for the full depth of theiteet h thby hydrautic-platen embedment presses, multiple roller presses that usepartialembedmentfollowedbyfull -embedment rollers, or combinations of partial embedment roller presses and hydrdutic-platen presses that feed trusses Into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES For SI: 1 Ib/inch = 0.176 Wmm, linch = 25.4 MM. NOTES: MinimumNet Section -A line through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these plat es, this One passes through a One of holes. 2Maximwn Net Section - A line through the plate's tooth pattern with the maximum amount of steel for a specified orientation. For these plates, this line passes through a section of the plate with no holes. Page 5of6 ESR-1311 .1 Most Wdety-Accepted and. Trusted _ , _. - • - _ 0.12W 0.2W 0.9W 0 386 3.2mm 6.4m}m 9l3mm1227mm 900Adot o,00 ..coo 000 coo 00o ODD Ir—aoa ooa o00 coo A aoo Uo0 00o 000 M-20 HS, MII 20 HS, MT20HS FIGURE 1 APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) ICC-ES Evaluation Report t5rc--I s-I -I it a Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ora 1 (800) 423-6587 ( (562) 699-0543 A Subsidiary of the Intemational Cade Council0 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53---Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.eom EVALUATION SUBJECT: MiTek*TRUSS CONNECTOR PLATES: M46, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS1 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Wee Truss Connector Plates M-16. MII 16. M-20, Mil 20. M-20 HS, Mil 20 HS, and MT20HS-. recognized in ICC-ES master report ESR-1311. have also been evaluated for compliance with the codes noted below... Applicable code editions: to 2014 and 2010 Florida Building Code —Building s 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The WekeTruss Connector Plates M-16, Mil 16, M-20, Mil 20. M-20 HS, MII 20 HS, and MT20HSTe, described inSections 2.0-through 7:0 of thwma$W(evaluation-moott.ESR=131.1.comply with the 2014 and 2010 Florida.Bp' g and'the 20'14 ari/'2010=:F1orfda• BuAding. Code--Resfder al. provided the design and installatloti ere In accordance with the MtemiUdnal•aUlldipg.Code(16C)_pl# jlons•noted-rn.the.•masterreport. Use of the MiTek®Truss Connector Plates M-16. MII 16. M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTM has also beenfoundtobeincompliancewiththeHigh -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For•produets:fail'ing under• Florida. Rule•ON-3, verification that the report holder's quality assurance program.is,auditedby. a quality.assurance:entity. apprOged bY:e•Flgrida edildrig.Commission for thb.type of inspections being conducted is tiieresponsib•ITdy,-of.an; approved validation entity'.(or the.code:official when the feport holder does not possess.an. approval by the Commission).. This supplement expires concurrently with the master report, reissued in June 2015. ICC-ES Evaluation Reports are not to be construed as repmenling a".Ibelle, or any other attribuids not ;PeWcally addresstQ nor are Iltey to he construed . as on endorsement ojthe nbfeel ojrho report or o recommendation for its ust There is no w0f only by ICC Fvaluatlon service. Le t C. express or lmpd to onyJlydfng or other molter in this report. or as to airy product covered by the report Page 1 of 1 c* pydght O 2015 IMES Evaluation Report V-a"-'" e e Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.or-g I (800) 423-6587 I (562) 699-0543 A Subsidiary of the lntemational Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 0617 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mil.com EVALUATION SUBJECT: MiTek° TRUSS CONNECTOR PLATES: M46. MII 16, M-20, MI120, M-20 HS. Mil 20 HS, AND MT20HS71e 1.0 EVALUATION SCOPE Compliance with the following codes: 2012. 2009, 2006 international Building Code® (IBC) to 2012. 2009. 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC) tThe ADIBC is based on the 20091121Cr 2009 IBC code sections referenced in this report are the same sections In the ADIBC. Property evaluated: Structural 2.0 USES MiTek® metal truss connector plates are used as joint connector components of light wood frame trusses.. 3.0 DESCRIPTION 3.1 MiTek®M46 and MII 16: Model M-16 and Model Mil 16 metal truss connector plates are manufactured from minimum No. 16 gage 10.0575 inch total thickness (1.46 mm)]. ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating JO.0005 inch thickness on each side (0.013 mm)] and having a base - metal thickness of 0.0565 inch (1.44 mm). Slots 0.54 inch 13.7 mm) in length are punched along the perpendicular axis of the plates. The metal displaced by the slot is lanced and formed into two opposing teeth, protruding at right angles from the flat plate. Each tooth is diagonally cut, thereby forming a sharp point. The teeth are additionallyshapedintoatwistedconcaveforth, facing the slot cutout area. Teeth are 0.16 inch (4.1 mm) wide and 0.37 inch 9.4 mm) long, and there are 4.8 teeth per square inch 0.0074 teeth per square millimeter) of plate area. Plates are available in 14nch (25.4 min) width increments, up to 12 inches (305 mm). and lengthwise in 11/4-inch (31.7 mm) multiples, See Figure 1 of this report for details. 3.2 MITekm M-20 and MII 20: Model M-20 and Model Mil 20 metal truss connector plates are manufactured from minimum No. 20 gage (0.0356 inch total thickness (0.9 mm)], ASTM A653 SS, Grade 40 steel, with a G60 galvanization coating 10.0005 inch thickness on each side (0,013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). The plates have repeating 1-inch-square (25 mm) modules of teeth stamped out and formed at right angles to the fake of the parent metal. Each module has four slots, 0.45 inch 11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching two teeth out of each slot and resulting in each module having eight teeth. The transverse centerlines of adjacent slots are staggered 0.15 inch 3.8 mm) in a longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch (6.4 mm). Each slot has a 0.33-inch4ong (8.4 mm) tooth at each end. Each tooth is forted with a symmetrical V-shaped cross section at its base, and twists approximately 22 degrees to its point. See Figure 1 of this report for details. 3.3 MiTek° M-20 HS, MII 20 HS, and MT20HS711: Models M-20 HS, Mil 20 HS, and MT20HSOA metal truss connector plates are manufactured from minimum No. 20 gage 10.0356 inch total thickness (0.9 mm)], ASTM A653 Grade 60, high -strength, low -alloy steel with improved formability (HSLAS-F), with a G60 galvanization coating 10.0005 Inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/,inch-by-14nch (19 mm by 25.4 mm) modules of teeth are' stamped out and formed at right angles to the face of the parent metal. Each module has three slots, 0.45 inch (11.4 mm) long and 0.125 inch (3.2 mm) wide, fabricated by punching'two teeth out of each slot area, and resulting in each module having six teeth. Each module is separated by a 0.254nch-wide (6.4 mm) strip of unpunched steel. The transverse centerlines of adjacent slots are staggered 0.15 inch (3.8 mm) in the longitudinal direction. Longitudinal centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.334nch-long (8.4 mm) tooth at each end. Each tooth is additionally shaped, twisting an approximate 22 degrees to its point. See Figure 1 of this report for details. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic -platen embedment presses, CC -ES Evaluouon Repom are as to be construed as nlnescnring aurhetles or any other attributes not spec jeally addrcued nor am they to be construedasanendorsementofthesubjectofehereportorarecommendationfortouse. net* is no warranty by /C1C Evaluation Servke. 11 t^ erpreu or lmplk4 to mq finding or other mates in this repoK of o: to city product covered by the repot Papa 1 of 6 Copyright 0 2015 ESR-1311 I Most Widely Accepted and Trusted Page 3 of S. TABLE 1—ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in2iPLATE) LUMBER SPECIES SG AA EA _. M-16 AND Mil 16 ' AE _ Et Douglas fir -larch 0.5, 176 121 137 126 0.43 119 102 98 Hem -fir. _ 0.42 0.55' 127 174 82 126 _ 75 147 1070 122Spruce -pine -fir Southern pine M-20 and Mill 20 Douglas fir -larch , • . H- fir__ Spnice-pixie-fir Southem pine 0.5 220 . 195 0.43 185 148 0.42 -_ _ 197 144 _ 0.55 249 190 M-20 HS, M1120 HS and MT20HS 180 129 143 184 190 145 137 200 bouglas fir -larch Nflr Ej 0.5 165 146 OA3 139 111 e-pine-fir _ 0.42 148 Ill n Ar 187 143 135 979 7 138 143 1 103 150 For §I: 1lb/inZ = 6.9 kPa. NOTES: Tooth holding units - psl for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite sides of Joint 2AA = Plate parallel to load, wood grain parallel to load FA - Plate perpendicular to load, wood grain parallel to load AE = Plate parallel to load. wood grain perpendicular to load EE = Plate perpendlmdoie to toad wood grain,perpendi .. - to load M truss Pik > :Ixessed Into the wood for the fW depthb(thdt tseM'by hydiaulio-platen embedment presses. multiple roger presses thatusepartialembedmentfoltowed'bylAknib6dmerri rolldd. dr. Ctim0lnadons of partial embedritent`rotlei'presses and'hylprauQe platen Presses that feed trusses into a stationary finish roller press. TABLE 2—EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES For St: 1 Iblinch = 0.175 Nhnm, tinth = zs.a MM. NOTES: Minimum Net Section -A fine through the plate's tooth pattern with the minimum amount of steel for a specified orientation. For these ates, this Ow passes through a line of hole? For these 2Majdmtirh Net Section - A line fhroygh the plate's tooth pattern with the •ma)dmum amount of steel for a specified orientation. plates, this tine passes through a section of the plate with no holes. ESR4311 I _Most. Widely Accepted and Trusted _ Page 5 of S o 125' .0.250' 0.5W a 36w 32mm EAmm 127mn I3mm 4-1a000 g00 000 000 o 000 000 000 000 000 000 1100 000 000 I _ 000 000 000 M M-20 HS, "120 HS, MT20H.S FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) ICC-ES Evaluation Report ESR-1311 1-bt; 5upplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.or4 1 (800) 423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0617 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTeOTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS' 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTek®Truss Connector Plates M-16, MII 16. M-20, MII 20. M-20 HS, MII 20 HS, and MT20HST"°, recognized in ICC-ES master report ESR-1311, have also been evaluated for compliance with the codes noted below. Applicable code editions: 1 2014 and 2010 Florida Building Code —Building 1i 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTek®Truss Connector Plates M-16, MII 16. M-20, M1120, M-20 HS, MII 20 HS, 2.0 through 7.0 of the master evaluation report ESR-1311. comply with the 2014 and and the 2014And:2010 Flbrida'BuU bq:Code—Re.WenUaf, provided the design and lntemational auildiifg Code (18Cj provisions noted in *the master report. and MT20HS71e, described in Sections 2010 Florida Building Code —Building installation are in accordance with the Use of the MiTek®Truss Connector Plates M-16, Mil 16, M-20, MI120, M-20 HS, MII 20 1-15, ana M 1 zutyb •— nas also wscn found to be in compliance with the High -Velocity Hurricane Zone provisions of the 2014 and 2010 Florida Building Code — Building and the 2014 and 2010 Florida Building Code —Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by aqualityassuranceentityapprovedbytheFloridaBuildingCommissionforthetypeofinspectionsbeingconductedistheresponsibilityofanapprovedvalidationentity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued in June 2015. ICC-ES Cvolaotion Reports are not to be construed as representing aurhetia or any other attributes not specly2cally addmessed, tror art they to be Mw&ued asanemlorseatentofthesulYectofthereportorarecommendationforitsuse. Then is no trorronry by /CC Evaluation Service.11.0 erpnn or Implied as to onyJinding or other oraaer in this report, or as to any product covered by the report. r:ui.o Page 1 of 1 Copytight ® 2015 I Florida Building Code Online AC, O Page 1 of 2 Professional RegulationBusiness r m rler nr.ner,r eaS mwm I t.eo In I User Reglarauon i Ha Tapim SuOrNt Suruuroe I SutS & Fads Pubacauom FBC Stag SCIS Sre Map UnIM SnIZ Bus neS PI oieSSIV I product Approval USER: Publk US& Regulation OEM : AyplkallOht Gab11, FL # FL14239-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Emall 4710 28th Street N St. Petersburg, FL 33714 727) 458-0544 benmeng8Oyahoo.com Authorized Signature Xianbin Meng benmeng8Oyahoo.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ni Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE Wi Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard YAM ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Licensed Professional Engineer or Architect f"4239 R3 Eauly Etjulv.odf https://www. floridabuildi ng. org/prlpr_app_dt] .aspx?paraxn=wGEV XQ wtDquDEJErtO SCei... 7/20/2015 Florida Building Code Online t Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Sunirnery of Products Method 1 Option D 04/23/2015 04/30/2015 05/06/201S 06/23/2015 FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1' Steel Tie -Down Clip System (For Use with Mechanical Units and 2' Models at Roof or Grade) Limits of Use Installation Instructions Approved for use In MVM2: Yes Approved for use outside NVMi: Yes w 14Z9 tt Owa.odf Verified By: Frank L Sennardo, P.E. 0046S49 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the F 14239 k; AE Evai.odt. system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. contact Ih :: 1940 MOMS HWMM a,.am Tanahacse. a. -In" auoee asnrin•f a24 The State of Fbrlds b an AAIM employer. r`'—ft 2007•202 a om. of HOWS, :: :: :: BsCloa.5lalsmsdt Under FWW& law, amp addresses are public records. lr YOU do not want Your a•mall ad mos released In response to a putMlo-raards reWASL do not Senddearbrtcrwrtomidentitytitmad. donaatt the a mbe Or OWN or bir traditional mall. u You have any Questions, please contad•651).462.i3W-PYrWaM toSedbn455.i25111. f101da Sbhremt, attatbr.000Oer 1. 2pt2,1fotltSaes Ydastd under creepier 4SS, F& i ust provide the odpartniera With an ernar adessdrIf theytrave,are,lhe omels provided may tided d forefient mrltmuNotleri with the Naltm. "O"ever Wrap addresses are public rodond. U goo do Sat wish to supply apedowadgiptit. piece provide tree cepirtraad won an awl address which an be made available to tree public 10 detdrm nit If You are a licensee under OMOM 4SS. FA Please dick bett• Product Approval Accepts: O®®E Crc its( AFE https://www. floridabuilding.orglprlpr_app dti-aspx?param=wGEVXQwtDquDEJErtOSCei... 7/20/2015 116 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS t CENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE 1 MECHANICAL UNIT. MEOHANICAL UNIT MUST ES W SQWRE OR RERANGUUR ENOIRREGULARSHAMES. W i r M' MOST STRUCTURE DE ' / BY OTHERS. SEE DDEESSIIGG" SOI[DULES FOR ALLOWABLE SUBSTRATES 7SLB MIN. WEIGHT, NECMANICAL UNIT PER SEPARATE CERTIFICATION, TYP. tCENTFA OF SEE DESIGN Ir SCHEDULEFORGRAVITY •' I MA7(tMUM SURFACE AREA AND DESIGN PRESSURE. TrP. STEEL TIE -DOWN CLIPS. SEE DETAIL IP \ 2/3 1.2 FOR GIP INFORMATION, TYP. r- N 3' MAX L 4• : Y h1AXTyp• +,0Sit MECHANICAL UNIT TM .tea` TIE -DOWN ISOMETRIC E CUP No NLIMOlO 1 t' • 1'-0' ISOMETRIC PER CORNER WILL.YART PER CONNECTION TYPES CLtA ON smw 1 TIE -DOWN CLIP DIRECTIVE EXAMPLE E USED MEECIµCALL uRR TT1u ODILL TOTHE MMENS1fIdYR RESTRRICTTIIO AMDIDETERMINE ENCRITEA ALLOWABLEHotE"M. SEE SMUTS'S FDA DESIGN nom EEIMEFORS.)IVEN MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION O (1) MECHANICAL UNIT WITH MR FOLLOWING CRITERIA - VW. 170 MEN. EXPOSURE S MB' TALL MS' DEEP 1 AS' WIDE. too LB (WEIGHT AS VE16IED By 07MEILS) IMSTALLEDTD200EPSIPUNCONCRETEWITH (1)•2- CLIP AT EACH CORNIER OF WRIT (LOCAL Of (4) CUPS) f NiLJL.CYY/TG: PROCEDUM STEP eYLT 1 DETLIMtN! TM CDNNEMOR TW! eASED ON EE TINS IS INTENDED MDR A VUR•17o HM, lXPOSUR!'C. THIS DlSIGM 7DWA•RNELATIHDESIGNSCHEDULETABLETOUSECRITERIAAESMNDSTOTABL!S MLARESPifDETERMINEWIDESTFACEAREAQMEOMI1IK16UMEIGM01M' IS EQUAL TO THE WIXIMUM ALLOWABLE HEIGHT 0/ 4B'. NOTE THIS PRODUCT APPROVAL ALLOWS ML IINJ TO BE fW rALLEO ON TOP A CHECK HAIUMUM UNIT HEIGHT NeMCYTON Of AN A/C STAND MAT n A MAN M IX 30- TALL IF AN A/C STAND US UTA=M CHECK TD SZE THAT MZ STAND DOTS NOT OfCLED 70• AN HEIGHT M u Ill MOL WON D 1i1f01 loll N IRA MIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS TURN OR EQUAL TO IS FT. ADDITIONALLY, THIS MAY B INSTALLED R00E-TO 6 DETERMINE THE ALLOWABLE ROOP•7W H SD MT OF TH! INSTALLATION THE HU5 9UCGREATEE THAUNITNTHAN60iANDLESSTEAR100R. SEE (7 ON LAIR! S FOR THE MUM9UCAl THANT (1) a T VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: THIS RODIICT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCP 7.10 AND THE BURDIMG Wp! Fall USE TTITNIN AND OlIT =THE MIGHT VELOCM HURRICANE iNDtCATED N M[ ACOOM ANYDNG DESIGN SCHEDULES. THE DESIGN CRITERIA USED CALORAT! T1R ALLOTI BL! ROOF•1D MEtQTIS ODR3mER4 ASKS f•l0 SlC1fOM 29.3.1 FOR ROOF TDP MEIONTS (M1 Bw 1 AND SECTION ».S 1aR 1L001 l0 IIENNOS (MI>B0 R SECTION 29.4.1 FOR DI ITALLATIO0 AT GtAOL MX ,.•),I* NITMIN TM! NNE. GeN` ' 1.90OUISID! Tllt Mal q tS f lALL LOCATIONS ( M)• Au DLdTON VARIABLLS AR! W A®NUAnas 1W1M ASQ 7-lo OMFRK 26 ». THE HEIGHTS LISTED IN T1E DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS FRODUCT APPROVAL ALLOWS FOR EACH UNIT TD BE 06TALLED ON A MAXIMUM ) 0' TALL AFC STAND (CERTIFICATION BY OTHERS) ON TOP OF THE Hamm LISTED IN THE DESIGN SCHEDRB. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH IEEE REQNREMENIS OF THE RORIOA BNIDIMG COOe 6 ASG! 7-t0. IRIS PRODUCT PIAr BE USED WITHIN AND OUTSIDE THE NIGH VELOCITY HURRICANE ZONE 2. NO 33.1n% INCREASE IN ALLOWABLE STRESS HAS SEEN USED IN NNE DESIGN OF THIS sES. 3 DESIGNGN IS BASED ON alllfT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REORTS 11 o d BY TESTING EVALUATION LABORATORIES, INC. NO AIBlTTUTTONS APPROVAL BY THIS ENGTTIfER SHALL BE PERMITTED. A. MAXIMUM \ MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPWFTCATORS STATED HEREIN. ALL MECHANICAL speanCAT10N5 ICLEAR SPACE TONNAGE, EM) SMALL BE AS PER MANWFACTURER RELOMMEMDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CmRRAMIL S. FASTENERS TO BE •12 X TES' OR GREATER SAE GUN S UNLESS NOTED OTHERWISE TAKONS REFERRED TO HEREIN SHALL BE 17W BIBLM BRAND, CARBON STEEL ONLY, INSTALLED TD 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL SM CUPS SHALL K ASM A2B3 STEEL (GRADE O) WITH FY.33 IOU OR IMETT9L ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITM AN APPROVED COAT OF PAINT. ENAMEL OR OTHER APPROVED "O"ECTTON. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS 7. ALL CONCRETE SPECIFIED HEREIN LS NOT ANT OF THIS CERTIFICATION. AS A MINIMUM. ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' HIM. TIUC( AND SMALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS HMO OTHERWW- 9. THE CONTRk-m IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM D6SDQAR 14ATERIALS TO PREVENT ELECTROLYSIS. 9 ELECTRICAL G ROUMI WHEN RXQUptm TO K DESIGNED \ INSTALLED BY OTHERS. to. THE ANQUACT OP AM/ EXISTING STRUCTURE TO WITH4TAND SUPERDIPO D LOADS LL as THISCEKnnCA%ICATIIOO. VCC THECEPTTAAS'!X RO SSLLY ' WR Am NO ADDITIONAL NOTiTGDEN CERTIFICATIONS OR AFFMMATIOMS ARE INTENDED. It. THESYSTEMDETAILEDHEREINISGENERICANDDOESNOTPROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDMOHS DIFFERENT FROM THE CONDITIONS DETAILED MEREIR, A UCEASED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONRRFCIION WITH THIS DOC RENT. 12. WATER - TIGHTNESS OF EXISTING HOST SUBSTRATE SMALL Be THE FULL RESPONSIBILITY OF THE IMSTALUNG CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTAIIATION OF ST1UUC111H! PROPOSED HEREM. THIS ENGINEER SHALL NOT Be RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY O=R AS WATE R. TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONT ACT00. 13. FOR SPEEDS USEDIN THIS APPROVAL. SEE RE CATEGORIESACCOMPANYTHE VOL WIND OF ASCE L ow- owl ., 0 112 w zo 11 Ell! I 1 r MAX i r CLIPS TYP. 1' aOg 3' 01" r Ka w 1 T IAAJi i r MAx TYP. ANCHOR SCHEDULE: 1" CLIPS SUSSTNATV DESCRuf2oM I)-SV16-D CARRON STEEL ITW BULDCI TA/CON, CONCRETE IY.' FULL EMBED TO 6• THICK MIN, CONCRETE, ])6• MIN. 3000 PSI MIN.) GE DISTANCE ]y• MIN. EDGESPACING T%ANY ADJACENTANCHOR. ALUMINUM: 0-A 16 SAE GLADES SIHEfT METAL SCREW TO IOJIr HDI. AUNAIMWA, PROVIDE (5) 7(0.1260t1•Ti PITCHES MIL. MST MTN: ALUMINUM) THREAD WANE STEEL: 1)-016 SAE GRADE S 0.12r MIN. SHEET METAL SCREW TO T)IR, 23 K9 STEEL, PRWIDE (S) MIN. STEEL) PITCHES MIN. PAST THREAD MANE 2" CLIPS SUBSTRATE oescRwnDM= I)-S/16'O CARBON TTW Run DEX TAICDIfp CONCRETE: 2Y.• MILL Dam TO 1i A' THICK MIN, ODIYLNET4 SW.MDL 000 PSI ION.) Em OTSTANCE, Sli' MIN. S ACTNG TDANT ADJACENT ANCHOR 2)-0I4SAE GRADE S ALUMINUM. SHEET METAL SCRMA ID 0J2S MDR. ALUMINUM. PROVIDE (S) TMICA, 6061.76 MIN. /AST MIN. ALUMINUM) THREAD THREAD MANE STEEL: 2)-8I6SA!C ADES 0. 12S. MIN. SHEET METAL SCREWS TO THICK. )] KS1 STEEL., PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE IYP. 1. EMBEDMEM AND EDGE DISTAOCR EXCLUDES FINISHES. O AMt1CA9E• 1 2 ENSURE MINIMUM EDGE DISTANCE AS NOTED IN AnCHOR SCHEMU' Cl CONNECTION TYPE C 1 2• SEE DETAILS 00 SHEET ] FOR ANCHORS ATTACHING TO MECHANICAL WRIT. CONNECTION TYPE C2 1• CHIP - UTTUZE (1) AT EA01 CORMOI FOR A TOTAL OF (1) PER UNIT I- CLIP _ UTILIZE (2) AT EACH CORNER FOR A TOTAL OE (Bl In UNIT r cups r MAJi C3 CONNECTION TYPE C3 r cm . Mta I2) AT EA :!l CORJ'gA FOR A TOTAL OF (41 PER UMI- m. r cups I' MAX TT. r MAx' m., CONNECTION TYPE C4 M . IITU2E 12) AT MOT OOWNEA FOR A TOTAL OF ill PER W - 6' MAX CUP OFw UNIT WIDTH CUP PAIR SPACING Tua-- 6' MAX CUP OFFSET mQ U CLIP-CUP UNIT PERK SPACING SEPARATE CERTIFICATION UTILIZE ( 6) CLIPS EA SIDE OF UNIT FOR A TOTAL OF 6) pea UNIT s1 ALTERNATE (8) CLIP DETAIL N. T.S RAN VIEW 3 THIS DETAIL MAY BE ITSED AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CUPS AT EACH CORNER FOR A TOTAL OF (0) CLIPS PER UNIT. 1S- 2378 L— ASTM A2B3 STEEL TYP. 3)•012 SAE GRADE S SHEET METAL SCREWS FOR CLIPS UP TO 5' LONG. VTIUZE (5)•112 SHEET METAL SCREWS FDA Clips tolaR- THAN S, TYP. 1 o.7s 4J 0,072' OR 0.11 r THICK ASTM A2B3 STEEL TYP. FOR ANY CUP LONGER THAN 10' 0.19, UTILIZE (S)-I12 SAE T12 GRADES SHEET METAL SCREWS, TYP. 0 ou o 0 I' V.-0 HOLE, WITH 0 ANCHOR FROM 1' CUP ANCHOR SCHEDULE. TYP. OTHER DIMENSIONS SIMILAR) FACTDRV44LLEO V*o HOLES: LMUZE (1) OR (2) ANCHORS FROM r CLIP ANCHOR SCHEDULE. TYP. AIL 3)-N12 SAE GRADE S SHEET METAL SCREWS I FOR CUPS U' LONG UTIU2E(NGERTHMEET AL SCREWS FOR 0.V5 LONGER THAN 4•. TYP. Y.'0 WDUES6 NOT TO BE USED FOR ANCHORS, TYP. MECHANICAL UNIT BY OTHERSS, ALUMINUM HOUSING UNITS SHALL BE 6063•TS MIN. ALUMINUM SHEET WITH Ftye30 KSI, 0.125 MIN. THICKNESS, STEEL HOUSING WITS SHALL BE ASTM A653 h=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t-0.0299'). 0.061' THICK ASTM 4203 STEEL CLIP, TYP. BASE OF UNIT SMALL BE FLUSH WITH BASS OF CUP, NO SPACE PERMITTED. TVP. 3)•f 12 SAE GRADE $ SHEET METAL SCREWS FOR CUTS UP TO S' LONG. UTIUZE (S)•017 SHEET METAL SCREWS FOR CUPS LONGER THAN S. PROVIDE,(5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE VARIES) If1 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 9 3• . 1'.W DETAIL RIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM MOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH HZri30 KSI. 0.125 (3)•012 SAE GRADE S SHEET MIN. THICKNESS, STEEL MOUSING UNITS METAL SCREWS FOR CLIPS U' SHALL BE ASTM A653 Fy-33KS1 MIN. LONG. HfTUZE (4)•12 SHEET STEEL GRADE 33, 22GA MIN. (a0.02M. METAL SCREWS FOR CUPS LONGER THAN 4'. PROVIDE (S) PITCHES MIN. PAST THREAD PLANE 0.072. OR 0.I13' FOR EACH SMS, TYP. THIIX ASTN A283 j',i STEEL CLIP. 1YP. BASE OF UNIT SHALL BE FLIISN WITH BRAE r% / A Y,f'".' 1) OR (2)AX:HORS PER ANCHOR l/r SCHEDULE OF P. NO S ACE PERMITTED. 1 SUBSTRATE PER ANCHOR SCHEDULE 2" TIE -DOWN CLIP 4 ANCHOR DETAIL C.7 Jr - I -w DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. 12" CLIP ISOMETRIC DETAIL IN.T.S. ISOMETRIC TABLE 1: Vult-175 MPH, EXPOSURE C 1FOR USE WITH A RISC CATEGORY 11 STRUCTURE INTHE HIGH VELOCITY HURRICANE ZONE-) ALLOWABLE ROOFTOP HSGNTH) I TIE•OOWN CONFIGURATION TYPE MUIIMUM SURFACEAREAOF UNIT I UNIT Cl C2 C3 C4 UNITS LARGEST HEIGHT , WIDTH FACE 6rP 34'MAR 1 IrMIN IIATCUTAOE• ATGRAOE H5200F7 91' u-ma / 1SMIN A A ATGRAOE. ATGRADE H460FT iFl1 1 T GiRIlOE NA200FT MSlOR HAMFT GR' AtGRADE NSAOFT AT GARDE Nf3M1I 9rP 46•MAX 24'M.IN Nf_A ATGRADB ATGMDE NSIBOFI 12 Fr WA: i ATGRAOL H%40FT 1 T N/A_ AtGNA0E. AT-GRAOE NL ATGRAOf 20FT1 ._ NFA AILG N/A • AT GRADE 2SR! GO' MAX 48' MIN WA ATORAM WA ATGRAOI 30R' WA-' WA N/A ATORAN R1._. N/A WA AT GARDE n1IS TABLE IS FERMISSIBLE TO BE I1Sf0 WITHIN THE HW Z WHICH CONTAINS II/A• BROWARD AND MU MFOADE COUNTIES, CHECK WITH LOCAL AUTHORITY HAVING AAIISDICTION FDA THE APNKANUTT OF THIS TABLE WITHIN CERTAIN FIORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C FOR USE WITH A RISK CATEGORY 11 STRUCTURE-) ALLOWABLE ROOFTOP HEIGHT 7IE4XWM CONfIGURAT10N TY E MAXIMUM SURFACE AREA OF UNIT UNIT Cl C2 cl C4IUmLARGESTHEIGHTWIDTHFACE 6FT I24•MAX! Ir MIN N/A HA200FT AT 160R< HRADE Hf 20D FT 9 Fr : 32' MAXI 15• MIN N/A 60 FT H s" AT GRADE H s 20 FI 4 FT' AT GRADE 60R< H%2wn Ns20OR 1 Hf MF1 HS200FT 6Fr M ! AT GRADE 1 H32MFT 1 N540F' 160R<N6200FT H1200FT 9Fr ' 4B'MAX i 24'MIN TIM f HA2110R 60R< R H5200R 1 12 FT N/A Al GRADE 60R< HSZDORL N/ A IfiROR 18 FT' ' N/A AT GAAOE N/A H 5200 FT 20 FT N/A AT GRADE I WA N S ]OD FT 25 FT L NM N/A WA H130R SD FT <H 5200rT j 60' MAX . 4B• MIN AT OMOE 3OFT' MIA 11/A N/A 6pRaNSIEOFf 36Ra ( WA WA ' WA AT COIAOE t AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WI NN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING AIRISDIC110N FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN RORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE•) S AUOWARE ROOF LOP HEIGHT III _) = * C9 AT : 74 nI4) aVNCa1NGURATIdIIYPE _ q a. ISUWACEAREA OF UNIT UNIT p t3 U UNMARMT MOM i WIDTH I 1FACE 6 FT _ 24' MAX ~9 MITI , _ NJA • .AT Gum ATGRAOE t N t tqDR ' x a Ff' 3Z' MAR l-WMIN N/A AI GRADE N/A . LL- JQ R g • 4R' _ Y I AT GRADE H5200FT ATGRADE ; MIXO E 2 Dj •S I S 6FT WA HS1SR ATCiRAOt _H520DF1 W N9 6 9fT 4rMAX 24'MIN WA I ATGRADE ATGRADE :: H98O 12 FT N/T ATGRADErv At G AOfI o d 16 h' • N/A AT GRADE WA AT GRADE 1 ti p i 20FT WA, ' AT GRADE_ N/A ATGRADE 2SFl •N/ A• ' _ N/A _ _ ATEMDEiCr MAX 48' MIN • - —•-. WA 30 Gf' • WAWA N%A ATGMOE gg ISfT'• __ _ • N7i• •. TWA • • .WA AT GRADE .EJ THIS TABLE ISPENNISSIBLE TO BE MO WITHIN THE HVHZ WHICH CONTAITISBROWARDAND U MIAMI-DADE COUNTIES. 04ECK WITH LOCAL AUTHORITY HAVING IUIUSWCTWN FOR THE APPl1FJAM1' Z uq OF THIS TABLE WITHIN CERTAIN rtDRIOA COUNTIES. J Uy TABLE 4: Vult=170 MPH, EXPOSURE D 0 ce t F F01t USE WITH A RISE CATEGORY 0 STRUCTURE •1 Q g i I k ALLOWABLE ROOFTOP HEIGHT MI TIE4]OWNCONFIGURATIONTYPE W o S MAXIMUM Z + ti SURFACE AREAOFUNITUNITClaC3CISf,..F UNITS LARGESTHEIGHTWIDTHaFACE d = FF 6FT' 24' MAX II•MIN I WA HsZWFT 60A RARE HS200 FT G 9FT 321MAX 1S'A0N N/A T.H% 2AT E N/ A NS200FT m GOR<H5200fi' 4Fr ATGRADE t ' 60HS200FT Hs200FT Hs200FT R< HS100R, a"U""Lij1dl I• 6R1 WA HS200RHS1SFF Hs20DFf 60R<Hs200FT O[ Y 9FT' 48•MAX 24'MIN N/A Hs ISR 60F14Ns200R AT GRADE HS200 FT L ATNSRADE 11 FT' WA 60114 H 4120 FT N/A N52CK'Fl HS40FT 16 FT' N/A WA N/A 6QRaH52001R 20F11 N/A W.GRADE T WA NS40FT 60FT<HS200R ) AT GRADE 40 IBB 1 25FT' N/A WA N/ A 6D FT<H s200R 15- 2378 60• MAX 4B' MIN AT GARDE H r 30 Fr N/A WA N/A 60 FT < H S 100R ! l95UNim; WE 36iT •N/A WA WA Al GRADE B AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE 10 BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING RIRISWCTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES, d of TABLE 5 : Vult=140 MPH, EXPOSURE B I1011 USE WRIT A RISK CATEGORY II STRUCTURE') 4 ALLCRNAILEROOFTO MIOMDO R-0OWN I070TGlIRAT10N1T1E MAXIMUM SURFACIEMEAOF UNIT UNIT CI a O CA UNITS LARGEST HEIGHT WIDTH IFACE 6FT- I4<MAX 12'MIN 1 NIISFT SOFT<HS120FT' HS200R HS2WFT HS200R 9FT' 32'MAR 1S'MIN I ATGRADE NS2WF7 Hf2WFT Hf200R AFT' I HS200R HS200FT Ht2WFT H5IWFT 6R, HS40FT 60FT<Xf2WFT, XS2WFT NS2WR NS2WFT HS2WR9F1' '4B'MAX AT GRADE Y 24'MIN' 6D R< H S 60Fl HS2WFT NS2WFT 12 R' ; ATGRADE I M52WR HS40FT SOFT< H52WR HS2WR 16 R' 1 WA 1 Ht2WFT N I IS FT 60FT< HS 200FT H9200R HS1SR 20 FT' , N/A H t 200 FT FT H S 1W FT 25 R' l WA I HSSOFT I AT GRADE Hs200FT 60' MAX 4C MIN _ 60FT< H 52W FT. 60FT<H A9DR 3p FT' N/A H615FT AT GRADE NS2WFT 60Fl cNS16DR t mFr N/A AT TG AT GRADE HS2WR SOFT< HA J AS AN EXAMFLE, THESE TABUS AIM PERMISSIBLE TO BE USED WITHIN SREVARD COUNTY. CHECK WITH LOCAL AUTHORITY NAW1G ]UAUDI(910N FOR THE APPUCMIUTT OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D IFOR USE WITH A RISK CATEGORY n STRUCTURE TABLE 6 : Vult=140 MPH, EXPOSURE C R USE WITH A RISK CATEGORY 11 STRUCTURE') MAXIMUM —• SIT FACEAREA OF UNIT UNIT CI UNR• SIARGESI HEIGHT WIDTH 1 FACE 6 Fr 24' MAX 2r MIN I AT GRADE 9 FT' 3r MAX 15' MINI NJA 4 F7' Ht200FT 6 ATGRADE L60FT INS18 9FT' 4r MAX 24'MIN AT GARDE 12 FT' WA I 1 6FT. WA 20 FT' N/At• a 25 FT WA t-• — •-- — W MAX AD' MIN SOFT' WA l 1 36R' WA i ALLOWABLE ROOF T1E- DOW11 CONFIGURATION TOP HEIGHTOI) TYPE MAXIMUM SURFACEAREAOF UNIT UNIT Cl O O CA UNITS LARGEST I NOW WIDTH FACE 6FT' ' 24'MAX 12'MIN WA HfIWFT H130FT 6DFT< H520DFT MfI00R 9 FT' - :•32'MAX 1S'MIN !WA NS2WR AT GRADE SOFT < N S140 FT HS2WFT•. 4FT- _ Ht40FT 6DFl< NS2WFT Nf2WFT Nf 1WFT N520DFT N120DR I fl' AT GRADE Hf20DFT 6I 60R4NS10DR 9 iT' IAr MAX N'MINWA H52WR Ht1SFT 60R< Ht2WFT HS200FT Hf2WR 1 WA HS40R ATGMOE H12WFT 12 FT' SOFT <Hf2WR 6JR<HfBOR if FT, N/A AADE WA Hf2WFT WFT< N/ A AT GRADE EDFT. HS 2WFT AT GRADE N f 2W FT WA 0FT HSIWFT 25 FT' 60FT<H WA 60'MAX Ar NUN Y. WA 30 FT' WA 60R<HS2WFT 36 FT' N/A N/A WA AT GRADE I60FT4 HS200FTALLOWABLE ROOFTOP HEIGH7(N) TIE43OWN CONFIGURATION T fPE 1 C2 O H 9200FT I HS200 FT H%ISFT Nt2W FT60R<Ht200I N 5200FT Hf 200FT H52001`7 HS200R HS200Fl 4140FT 69FT41IS21)01 H A200 FT AT GHf140RADE 6DR<1 HSISF1' AT GIIAM 6pR<H32007 HS30FT AT GRAM 60FT4HSIWFT ATGRADE AT GRADE' 60EI Ht 140R ATGAADE WA AT GRADE _ I WA- Hf2aFr;j- 6c FTNt2W CW 6 HS200R HS2WfT wcc lA; JGW wO 4Ht20DF1 I H320DR I H320DR a V H120DFT Iz H32WFT HS200R z 2 a Ht3DR 1R< NS200F1' Q d n H z m 15- 2378' 0 Wi : •T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT April 14, 2015 Application Number. FL #14239.1-R3 FLB Project Number: 15-2378 Product Manufacturer: BMP International Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report Is being issued in accordance with the requirements of the Florida Department of Community Affairs (Florida Building Commission) Rule Chapter 61 G20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS FLB drawing #15-2378 titled "Mechanical Unit Steel Tie -Down Clip: At -Grade and Roof -Top Mounted Applications", sheets 1-5. prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. TEST REPORTS Ultimate test loading structural performance has been tested in accordance standards per test report(s).#tTEL 01970387A and #TEL 019703878 by Tes Inc. STRUCTURAL ENGINEERING CALCULATIONS Ril0Fneer,,,5,z Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Widthy2. Maximum Allowable Unit HeightFrank3. Minimum Unit Weight PE04. Maximum Allowable Unit Surface Area 5. Clip Configuration and Anchor Spacing 6. Anchor Capacity for Various Substrates 7. Maximum allowable roof -top heights for various installation wind speeds No 33% increase in allowable stress has been used in the design of this product. 160 SW 12T" AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX. 954-354-0443 W W W.ENGEXP.COM i 1WRENGINEERING 4/14/2015EILLPESS` BMP International — Steel Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12*" AVENUE * 106 DEERFIEW BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM rl R CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F DT Application No: coDocumentedConstructionValue: S 11J Job Address: No / Historic District: Yes Parcel ID: Residential U C' ommercial Type of Work: Ne%v Addition Alteration Repair Demo Change of Use Move Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information tame Phone:] Street: i 1Fax: (% . 1 2 -7 City, State Zip: L s-j''t (— I State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/Eng!nee r Information Phone: Fax: E- mail: Mortgage Lender: Address: wARNUNG TO O«1'ER: 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 TILE FIRST WSPECTION. IF YOU RgTEND TO OBTAIN FINANCING, CONSULT NNIM YOUR LENDER OR AID' 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 perfonned 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: 5t° Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC 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 Htill be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 1: Signature of Owner/Agent Date Signature of Cautactor/A,get Date Date ly Known to Me or ID BELOW IS FOR OFFICE USE ONLY Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is Personal Produced ID Type of r Print Can t /Agrnt's \' me Signature to of lorida Dote imF15017 er 9, 2018n. v.ee.roo.ses muContracto MeorProducedID Type of ID Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Alin. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Futures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COAlAIENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 201 Permit Application r r 1 ki, ri o CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S -7) It-,9 Job Address: 'Keck Historic District: Yes No Parcel loe esidential] Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work:NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2082 Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Arch ltect/EngInee r Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN All'TORNEY 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 (fiat a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10.5.3 Shall be inscribed with the date of application and the code in effect as of that date:.510 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: Revised: June 30.2015 FIRE: BUILDING: Permit Application 1- Zvg0 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pa ,Lot 298 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center of Pad Was Building Pad Staked: N Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet Into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Were unsuitable soils encountered: N Samples Obtained: N UES Project No: 0110.1401008.0000 Workorder No: 9328120-2 Report Date: 10/24/2017 UES Technician Tristin Kegler Date Tested 09/29/2017 Tyne of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 0-4', Brown to Gray Sand; 4-7', Dark Gray to Light Gray Silty Sand Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil CompIpApri o , Pass or Fall 6 Northwest Corner of Pad 0-1 ft 105.4 11.8 107.6 6.4 102 Pass 7 Southwest Corner of Pad 1-2 ft 105.4 11.8 105.2 9.9 100 Pass 8 Southeast Corner of Pad 1-2 ft 105.4 11.8 106.1 10.4 101 Pass 9 Northeast Corner of Pad 1-2 ft 105.4 11.8 105.7 9.7 100 Pass 10 1 Center of Pad 2-3 ft 1 105.4 1 11.8 1 103.7 1 14.1 Pass Remarks: Footings were not excavated at time of test. 465 Red Rose Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 2_0 70 DESCRIPTION AS FURNISHED: Lot 298, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 299 5.00' 5.00' 25.77 r 36.23 I LOT 297 N 00°I0'44 " W 59.77' a\- LOT 298 B.S.L. 25.77' i4.67' - 40.0' I FORMBOARO FOUNDATION '? I TOP OF FORMS - 25.40' n 18.0' I I94.60' - N 1 22. 0' 27. 80'/ S 00°I0'44" E 9. 58' D= 89R50'38 " R= 50.00' L= 78.40' C= 70.61 ' CB= S 45R06'03" E Oy a G LVI - 6,62U LIVING 1,453 GARAGE 477 ENTRY 144 LANAI 400 SU. FI. SOFT. SOFT. SOFT. SOFT. LAND' BREEZEWAY- DRIVEWAY 570 570SO. FT. SOFT. REDROSEA/C PAD = 25 SOFT. TWA CT I WALKWAY - 68 IMPERVIOUS- 47. 4 SQ.FT. R o UTILITY AND ACCESS R/W) SOD - 3. 136 SOFT. LOT p 00 R/W - 1,478 SOFT. Q' PROPOSED - FINISHED SPOT GRADE ELEVATION APRON - 55 SO.fT. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK = 831 SO.FT. PROPOSED DRAINAGE FLOW FRONT - 25' SOD - 592 SO.FT. TOTAL AREAS: LOT GRADING TYPE A • REAR - 15' PROPOSED INFORMATION SHOWN AREA' - 8,098 SOFT. PROPOSED F. F. PER PLANS - 25.4' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY - 625 SOFT. 4y SIDE CORNER - 10' IAND/OR INSTRUCTIONS PER SIDEWALK - 899 SOFT. PROPOSED GRADEPERCONSTRUCTIONPLANCLIENTNOTFIELDVERIFIEDS00 - SO.FT. CRUSLTNML'YER— SCOFF ASSOC, INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P FLAT DL • POOR ON LU C Norm F IP. FIELDTYP. . TYPICAL IRON PVE PRG • PLANT OF RCVERtC CURVATURE 1. THE ULDLRSIONED DOES FIOREHY CERIWV THAT INNS SURKY MEETS THE STANOIWDS OF PRACTICE SET FORIN Or THE FLORIDA BOARD OF IN. URON R00 P= • POINT OF Cow"D CURVATURE PROFESSn%k SU VORS AND NAPPERS Of CN4P= SJ-17 FLOF04 AORON97RIIAE COOS PURSIdN 10 SECTION 472.027. TIMM STATUES Cx SCT I.R. CONCRETE N00112NT RAIL ` RADIAL 1/2' IA •/•LI 43% NA . 101-RADAL 2. UNLESS MOSSm WITH SURVEYORS DENATURE AND ONOOW. RAM SEA. 114a SURVEY MW OR COPIES ARE NOT VAUD REC. RCCOVERCO WP. ` WITNESS POINT ITNIS SURVEY WAS PAEPAR[D FROM MLE DOORMUIOI AAMMFD 10 THE SURVEYOR. TMERE AMY BE OTHER RLSIRICIIONS PAD. PA. C. POINT OF DEGOHING CALL. • CALCULATED POINT OF CMWNCENENT PRx • PERMANENT RCFCRCNCC N WAIDff OR EASEMENTS f1NT AFFECT iH15 PAOPOTIY. 4. NO LOJODW40MD AOMW MOBS MARE BEEN LMIED UNLESS OTHERWISE SHOWN. 4 CENTCRLDC Fi. • Timm FLOOR CLEVATION S. OOS SURVEY 6 PRIPARED FOR THE SOLE BENEFIT OF THOSE COMFIER 10 AND SHCUD EM NOT BERELIEDUPONBVANYOTHERIleN D MAIL L DISK •SL WILDING. SETIACK LINE ARK S. OMENSIONS SHOWN FOR INC LO'SUTION OFAPROVENONTS NEREON SHMW NOT BE USED TO REMMRUCT 80UNDURY LINES R/wM LUSCOCI CASE -OF-WAY L WAR D,L ` IASC REARING 7. SEARONCS. ARE BLSW ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING M 9 ) DRAT GRAIN. DRAINAGEDRAINAGE Q ELELYTIDN£ p SHOW. ARE BUSED ON IMIIOIL4L "OOLITIC DATUM OF 1029. UNLESS OMFRw15[ NOTED. UTIL. UTILITY D. CEMYSCAIE NIF .AVIiHORLZ " MA 4804N CLFL CHAINLINKFENCEvDEC. C/ D P.C. WOOD FENCE CONCRETE MOCK PLANT 6 CURVATURE SCALE I- I' - 20'--4 1 DRAWN BY: ••• P.T. OESC. POINTO' TANGENCY OESCRI tIOH CERIMED BY: DATE OROIJt NO. RARC LEMTW PLOT PAIN os-07-2017 2277-17 D DCLAC wb FORMSOARD FOUNDATION/ELEVS. 09-28-17 4158-17 C.D. amRS OCARINO REGO FOR MBOARD F•OUNWIIONAELEVS. 10-03-17 4269-T7 NORTH THIS BUILDING/ PROPERTY Dom Nor LIE W1FHtN I -- F ME ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM• T W SCSEN R.LS ;L T 47I4 ZONE C MAP / 12117E 0055 F. 0`' . . t Revision Response to Comme ao Permit # Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 1 >/8/1 7 Fax: General description of revision: Plumbing PrN N Electrical ke- tgAM6w l.— Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals 0 o r 1 Ql i MONTA CONSULTING & DESIGN OF WMR AND ASSOCIATES, LLC 2 2 2 SOUTH WESTIVIONTE D R I V E, SUITE 1 0 0 ALTAMONTE SPRINGS, FLORIDA 3 2 7 1 4 P 11 O N E 4 0 7. 6 8 1 - 1 9 1 7 F A X 4 0 7- 6 8 1- 1 9 2 0 TRANSMITTAL SHEET TO: DATE: Taylor Morrison November 3, 2017 A-ITENTI ON FROM: Kim Carter MCD PROJECT NO PROJECT NAME: 2171100 TB-151 (Darlington (TM) AR) COk: GISS,u. Quantity Items 2S&S (2406) & Narrative Framing Repair (Beating Wall) Remarks: 11 /3/2017 tAJNAA dl 09 Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Parry Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders TAYLOR MORRISON Thornbrooke — Lot 151 (Darlington A) Date: November 2, 2017 Plan Revision: Framing Revision at Bearing Wall and Ledger REVISIONS 1. Removed BW3 callout from the bearing wall between the Master Bedroom and the Family Room. This framing is not required. 2. Updated note for ledger connection and truss attachment at rear Lanai. All the changes on the structural plan have been clouded and notated with delta I. Sheet(s) revised: S 1, S4 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lo1298Th nb 1e0 Builder Name: T,Q L RI O HOMES gutt.D/NGAGLN Street: 0'e Permit Office: J6 lyCity, State, Zip: Permit Number: ri-'L104 SANFORD Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zon Aq 1. New construction or existing New (From Plans) 9. Wall Types(2805.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13 0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 205.33 ft' 4. Number of Bedrooms 4 d. N/A R= fl' 10. Ceiling Types (1453.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1453.00 ft 6 Conditioned floor area above grade (f(2) 2600 b. N/A R= fl' Conditioned floor area below grade (ft') 0 c. R= f 11. Ducts R f1ft' 7. Windows(403.2 sgft) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 290.6 a. U-Factor: Dbl, U=0.34 331.19 ft' b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25 2 SEER:16.00 b. Central Unit 18.0 SEER:16.00 c. U-Factor: N/A fl' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A fl' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 17.5 HSPF:8.50 Area Weighted Average Overhang Depth: 6.617 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2600.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1453.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1147.00 ft' None c. N/A R= fl' 15 Credits Pstat Glass/Floor Area: 0.155 Total Proposed Modified Loads: 65.75 PASSTotalBaselineLoads: 75.31 1 hereby certify that the plans and specifications covered by Review of the plans and F•CHE STgupthiscalculationareincompliancewiththeFloridaEnergy Code. - specifications covered by this indicates O ; a , r calculation compliance r,iii, l jo`\ o with the Florida Energy Code. rm, s, ' •.;:"°;., „ O PREPARED BY: Before construction is completed DATE: _ 10/27/17 __ ___ _ _ _ _ this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as desig d, ' in compliance Florida Statutes. O with the Florida Energy Code. COD WE OWNER/f T: _ __ _______ __-_ BUILDING OFFICIAL: DATE: / - - - -- - - 7 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 10/27/2017 9.02 AM EnergyGauge®USA - FlaRes2014 Section R4 .4.1 Compliant Software Page 1 of 5 FORM R4f15-gf114 PROJECT Title: Lot298ThornbrookeDaphne3A Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2600 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON HOME Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL, New/Existing: New (From Plans) Comment - CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO_INTL AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1453 13512.9 2 Block2 1147 10323 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1453 13512.9 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1147 10323 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 130.9 ft 0 1453 W 0.51 0 0.49 2 Floor Over Other Space 2nd Floor ____ ___- 1147 f12 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1625 ft' 364 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1453 ft' N N 10/27/2017 9:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 38 Blown 1453 W 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Oml To Wall_T.ype Space R_Value-Fl-In-Ft-In Area-R-Value_FracGon-Absor._Grade%_ 1 E Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 ft' 0 0 0.6 0 3 S Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 4 373.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood 2nd Floor 13 36 6 9 0 328.5 ft' 0 0.23 0.6 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 36 6 9 4 340.7 f12 0 0 0.6 0 7 N Exterior Frame - Wood 2nd Floor 13 40 0 9 0 360.0 ft' 0 0.23 0.6 0 8 N Exterior Concrete Block - Int Insul 1st Floor 4.1 18 0 9 4 168.0 ft' 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 22 0 9 4 205.3 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood 1 st Floor None 46 2 8 6 8 178 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang y Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation_ Shade Screening 1 E 1 Metal Low-E Double Yes 0.34 0.31 15.0 ft' 1 ft 0 in 1 ft 6 in Int Drapes/blinds None 2 E 2 Metal Low-E Double Yes 0.34 0.31 16.4 ft' 1 ft 0 in 11 ft 6 in None None 3 E 2 Metal Low-E Double Yes 0.34 0.31 19.5 ft' 1 ft 0 in 11 ft6 in None None 4 S 3 Metal Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft6 in Drapes/blinds None 5 S 3 Metal Low-E Double Yes 0.34 0.31 22.0 f12 1 ft 0 in 1 ft 6 in None None 6 S 4 Metal Low-E Double Yes 0.34 031 97.6 ft' 11 ft 0 in 0 ft 0 in None None 7 S 4 Metal Low-E Double Yes 0.58 0.32 72.0 ft' 11 ft 0 in 0 ft 0 in None None 8 W 6 Metal Low-E Double Yes 0.34 0.31 19.5 ft' 1 ft 0 in 11 ft6 in None None 9 N 7 Metal Low-E Double Yes 0.34 0.31 10.0 ft' 1 ft0 in 1 ft6 in Drapes/blinds None 10 N 7 Metal Low- E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 ft 6 in Drapes/blinds None 11 N 8 Metal Low- E Double Yes 0.34 0.31 24.0 ft' 9 ft 0 in 0 ft 8 in None None 12 N 8 Metal Low- E Double Yes 0.34 0.31 391 ft' 9 ft 0 in 0 ft 8 in None None 13 N 8 Metal Low- E Double Yes 0.34 0.31 8.0 ft' 9 ft 0 in 0 ft 8 in None None 10/27/2017 9:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 Zi1:7Li:ZllT.&ZI L! GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 477 ft' 477 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1986.3 109.05 205.08 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF:8.5 21.8 kBtu/hr 1 HSPF:8.5 17.5 kBlu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 18 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name None None Collector Storage System Model # Collector Model # Area Volume fl° FEF DUCTS 1 2 Supply ---- Location R-Value Area Attic 6 290.6 It Attic 6 229.4 It Return --- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF Attic 72.65 ft Default Leakage Garage (Default) (Default) 2nd Floor 57.35 ft Default Leakage 2nd Floor (Default) (Default) HVAC # Heat Cool 1 1 2 2 10/27/2017 9:02 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM F:4U5-21JI14 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingHeatin j( Jan X Jan jj jj Feb X Feb j( Mar X Mar A r Ma X Jun Jun X Jul Ju X Au eXSII X Oct Oct Nov Dec Venting Jan Feb X Mar Apr May y JunJul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 10/27/ 2017 9:02 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 The lower the EnergyPerformance Index, the more efficient the home. 1 New construction or existing 2. Single family or multiple family 3 Number of units, if multiple family 4. Number of Bedrooms S. Is this a worst case? 6. Conditioned Floor area (ft') 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC. 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. N/A FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft2b. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft 1 c. Frame - Wood, Adjacent R=13.0 205.33 ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38.0 1453.00 ft' 2600 b. N/A R= ft' c. N/A R= ft' Area 11. Ducts R ft' 331.19 ft' a. Sup: Attic, Ret: Attic, AH: Garage 6 290.6 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 229.4 72.00 ft' 12. Cooling systems kBlu/hr Efficiency fl' a. Central Unit 25.2 SEER:16.00 b. Central Unit 18.0 SEER:16.00 ft" 6.617 ft. 0.312 Insulation Area R=0.0 1453 00 W R=0.0 1147.00 ft' R= ft' 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: k8tu/hr Efficiency 21.8 HSPF:8.50 17.5 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pslat 04gHE STg1 8 D WE f J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 10/27/2017 9:02 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report M11140 • M IDtttIM11 Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 18683 Btuh Latent gain: 2385 Btuh Total gain: 21068 Btuh Estimated airflow: 840 cfm Job: Lot 298Thornbrooke0ap... Date: 5/28/2015 By: FJF Entering coil DB: 76.1°F Entering coil WB: 62.9°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Sensible capacity: 21273 Btuh 114% of load Latent capacity: 1242 Btuh 520/a of load Total capacity: 22516 Btuh 107% of load SHR: 940/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 18737 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22429 Btuh 120% of load Capacity balance: 37 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 840 cfm 5.9 kW 107% of load Temp. rise: 66 OF Meets are all requirements of ACCA Manual S. c wri htsoft' 2017-Oct-27 09 00 59 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page I ACCA ...oke0aphne3AGLN1Lol298ThornbrookeDaphne3AGLN.rup Catc . MJ8 House laces: N 1 DEL -AIR Manual S Compliance Report tfEA1Rt0.00I COtID11181101116 Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407.333.2665 Fax: 407-3M-3853 Web, WWW DEL -AIR COM For: TAYLOR MORRISON HOMES Design Conditions Job: Lot298ThornbrookeDap... Date: 5/28/2015 By: FJF Outdoor design DB: 92.50F Sensible gain: 12632 Btuh Entering coil DB: 78.5°F Outdoor design WB: 76.3°F Latent gain: 2567 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 15198 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Lennox Model: 14HPX-018-230A20+CBA27UHE-018-230•++TDR Actual airflow: 600 cfm Sensible capacity: 14758 Btuh 117% of load Latent capacity: 2402 Btuh 94% of load Total capacity: 17160 Btuh 1131% of load SHR: 86% Design Conditions Outdoor design DB: 41.7°F Heat loss: 11045 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-018-230A20+CBA27UHE-018-230•++TDR Actual airflow: 600 cfm Output capacity: 16563 Btuh 150% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type Manufacturer: Actual airflow: Output capacity: Elec strip Model: 600 cfm 3.2 kW 99% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. c wri htsoft` 2017.Oct-27 09:00:59 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 ACCf...oke0aphne3AGLNILot298Thornbrooke0aphne3AGLN.rup Ca1C a MJ8 House laces: N 1 ..DEL -AIR Component Constructions Job: Lot298Thornbrooke0ap... Date: 5/28/2015 Itt=o - ae COMMMO Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Dry bulb (°F) 42 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7.5 Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain IP Btuh1W--1F fl'••F/fth BluhV Bwh 81uh/M 81uh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 13A-2ocs: 81k wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board inl fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, Or low-e ouir, air gas, mill no brk frm mat, Or innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5 ft window ht, 1.5 ft sep.); 6.67 ft head ht IOC-m: 2 glazing, clr low-e outr, air gas, mtl no brk Irm mat, clr innr, 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.31); 9 ft overhang (8 It window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (6.3 ft window ht, 0.67 ft sep.), 6.67 it head ht 2A-2om: 2 glazing, Or low-e ouir, air gas, mill no brk frm mat, cir innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 It overhang (5.3 R window ht, 11.5 it sep.); 6.67 ft head ht 2A-2om: 2 glazing, Or low-e ouir, air gas, mil no brk frm mat, clr innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.31t window ht, 11.5 It sep.); 6.67 ft head ht n 320 0.091 13.0 2.58 824 2.84 908 e 314 0.091 13.0 2.58 807 2.84 890 s 308 0.091 13.0 2.58 793 2.84 873 w 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 n 97 0.201 0 5.69 552 5.27 512 e 305 0.201 0 5.69 1734 5.27 1608 s 204 0.201 0 5.69 1161 5.27 1076 w 321 0.201 0 569 1827 5.27 1694 all 927 0.201 0 5.69 5273 5.27 4890 187 0.091 13.0 2.58 483 1.44 270 n 10 0.340 0 9.62 96 10.6 106 n 30 0.340 0 9.62 289 10.6 317 e 15 0.340 0 9.62 144 30.4 455 s 30 0.340 0 9.62 289 10.9 328 all 85 0.340 0 9.62 818 14.2 1206 n 24 0.340 0 9.62 231 8.71 209 n 8 0.340 0 9.62 77 12.4 99 all 32 0.340 0 9.62 308 9.64 308 n 39 0.340 0 9.62 374 12.4 483 e 16 0.340 0 9.62 157 35.7 584 e 19 0.340 0 9.62 187 35.7 694 w 19 0.340 0 9.62 187 35.7 694 all 39 0.340 0 962 374 35.7 1388 c wri htsoft" 2017-Oct-27 09 00:59 9 Right -Suite® Universal 2017 17 0 23 RSU24011 Page 1 oke0aphne3AGLN%Lol298Thornbrooke0aphne3AGLN.rup Cak = MJ8 House laces: N 28-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3.7 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 11 ft overhang (6.3 ft window ht, 0 It sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n Ceilings 168-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 22 0.340 0 9.62 214 12.4 276 97 0.340 0 9.62 935 12.4 1208 72 0.580 0 16.4 1182 16.8 1213 18 0.390 0 11.0 197 12.0 214 1460 0.026 38.0 0.74 1074 1.41 2059 131 0.989 0 28.0 3664 0 0 c wri htsoft' 2017-Ocf-27 09:00:59 9 Righl-Suite® Universal 2017 17.0.23 RSU24011 Page 2 okeDaphne3AGLN%Lol298ThornbrookeDaphne3AGLN.rup Calc a MJ8 House faces: N Component Constructions Job: Lot298ThornbrookeDap... 1 DEL -AIR Zone Date: 5/28/2015 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407.333.2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls 13A-2ocs: 81k wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood frm, 16" o.c. stud Or Area U-value fr ewhnf •F n 97 0.201 e 305 0.201 s 204 0.201 w 321 0.201 all 927 0.201 Windows IOC-m: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 9 ft overhang (8 ft n window ht, 0.67 it sep.); 6.67 ft head ht all 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 9 ft overhang (6.3 ft window ht, 0.67 it sep.); 6.67 it head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, e 1/4" gap, 1/8" thk: NFRC rated (SHGC=0.31); 1 it overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk Irm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 1 It overhang (6.3 ft w window ht, 11.5 ft sep.); 6.67 It head ht all 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31), 11 ft overhang (6.3 ft window ht, 0 ft sep.); 6.67 it head ht 2A-2omd: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 11 it overhang (8 it window ht, 0 It sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 187 0.091 Insul R Htg HTM Loss Clg HTM Gain 112-•F/Bfuh BWNII' Bluh BWhM- 81uh 0 5.69 552 5.27 512 0 5.69 1734 5.27 1608 0 5.69 1161 5.27 1076 0 5.69 1827 5.27 1694 0 5.69 5273 5.27 4890 13.0 2.58 483 1.44 270 24 0.340 0 9.62 231 8.71 209 8 0.340 0 9.62 77 12.4 99 32 0.340 0 9.62 308 9.64 308 39 0.340 0 9.62 374 12.4 483 16 0.340 0 9.62 157 35.7 584 19 0.340 0 9.62 187 35.7 694 19 0.340 0 9.62 187 35.7 694 39 0.340 0 9.62 374 35.7 1388 97 0.340 0 9.62 935 12.4 1208 72 0.580 0 16.4 1182 16.8 1213 18 0.390 0 11.0 197 12.0 214 C Wrl htsOft' 2017.Oct-2709:00:59 9 R.ghl.Suile® Universal 2017 17 0.23 RSU24011 Page 3 okeDaphne3AGLN%Lol298Thornbrooke0aphne3AGLN.rup Calc . MJ8 House laces N Ceilings none) Floors 22A-tpl: fag floor, light dry soil, on grade depth 131 0.989 28.0 3664 wri htsoft' 2017.Oc1•27 09-00:59 9 Righl•Suile® Universal 2017 17 0.23 RSU24011 Page 4 i...oke0aphne3AGLN%Lol298Thornbrooke0aphne3AGLN.rup Calc . MJ8 House laces: N Component ConstructionsDEL -A R Zone DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY. SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot298ThornbrookeDap... Byte. 5/2 /2015 Project• • For: TAYLOR MORRISON HOMES Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 It Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 17 (M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Galn re 8whnt' "F ft"Fraluh Btuh/ft° 81uh BWhl!P Sluh Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 320 0.091 13.0 2.58 824 2.84 908 fnsh, 2"x6" wood firm, 16" o.c. stud a 314 0.091 13.0 2.58 807 2.84 890 s 308 0.091 13.0 2.58 793 2.84 873 w 329 0.091 13.0 2.58 846 2.84 932 all 1270 0.091 13.0 2.58 3270 2.84 3603 Partitions none) Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk Irm mat, clr innr, 1/4'. gap, 1/8" thk; NFRC rated (SHGC=0.31): 50% drapes, medium; 1 It overhang (5 ft window ht, 1.5 It sep.); 6.67 It head ht 2B-21m: 2 glazing, Or low-e ouir, air gas, mil no brk trm mat, clr innr, 1/4" gap, 1/8" lhk; NFRC rated (SHGC=0.31); 1 ft overhang (3.7 It window ht, 1.5 ft sep.):6.67 ft head ht Doors none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles root mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors none) n 10 0.340 0 9.62 96 10.6 106 n 30 0.340 0 9.62 289 10.6 317 e 15 0.340 0 9.62 144 30.4 455 s 30 0.340 0 9.62 289 10.9 328 all 85 0.340 0 9.62 818 14.2 1206 s 22 0.340 0 9.62 214 12.4 276 1460 0.026 38.0 0.74 1074 1.41 2059 wri htsoft' 20t7.Oct-2709:00:59 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 5 oke0aphne3AGLN\Lot298Thornbrooke0aphne3AGLN.rup Calc . MJ8 House laces N Project Summary Job: Lot298ThornbrookeDapDELAIR ... Date: 5/28/2015 tIUMG-au1CONWININNG Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 631 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax 407.333-3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 6/8/17 JA Desi_qn Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 23996 Btuh Structure 23666 Btuh Ducts 5787 Btuh Ducts 7648 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29782 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 31314 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3946 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2600 2600 Equipment latent load 4952 Btuh Volume (ft3) 26762 26762 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 36266 Btuh Equiv. AVF (cfm) 183 94 Req. total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 09:02017Ocl27 wrightsoft' Righl-Swle® Universal 2017 17.0 23 RSU24011 Page 9 ACCA . okeDaphne3AGLN%Lot298ThornbrookeDaphne3AGLN rup Calc a M.18 House laces, N g Project Summary Job: Lot298ThornbrookeDapDEL—AIR ... Date: FJF/ 2015 Zone 1 By DEL-AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 6/8117 JA Desi_qn Information Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15614 Btuh Structure 15569 Btuh Ducts 3123 Btuh Ducts 3114 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18737 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18683 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2385 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heatong coolin none) Area (ft2) 1453 1453 Equipment latent load 2385 Btuh Volume (ft3) 13622 13622 Air changes/hour 0.38 0.19 Equipment Total Load (Sen+Lat) 21068 Btuh Equiv. AVF (cfm) 86 44 Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AH R I ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point = 37 OF Backup: Input = 6 kW, Output = 20046 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017.Oc1.27 09 00 59 wrightsoft' Right -Suite® Universal 2017 17 0.23 RSU24011 Page 2 ACCp` oke0aphne3AGLN\Lo1298Thornbrooke0aphne3AGLN.rup Calc = MJ8 House laces: N Project Summary Job: Lot298ThombrookeDap... 1 DEL -AIR Zone 2 y Date: 5/28/2015 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-333-2665 Fax: 407-333.3853 web WWW DEL-AIR.COM For: TAYLOR MORRISON HOMES Notes: RVSD 4/15/16 JA LS 5/23/16 JA LS 6/21/16 JA LS 6/8/17 JA Desi_qn Information Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8381 Btuh Structure 8097 Btuh Ducts 2664 Btuh Ducts 4535 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11045 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12632 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1560 Btuh Ducts 1006 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) Area (ft2 1147 1147 Equipment latent load 2567 Btuh Volume ()ft3) 13140 13140 Air changes/hour 0.44 0.23 Equipment Total Load Sen+Lat) 15198 Btuh Equiv. AVF (cfm) 97 50 Req. total capacity at 0.75 SHR 1.4 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-018-23OA20 Cond 14HPX-018-23OA20 AHRI ref 10258596 Coil CBA27UHE-018-230'++TDR AHRI ref 10258596 Efficiency 8.5 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 13500 Btuh Heating output 17500 Btuh @ 47°F Latent cooling 4500 Btuh Temperature rise 27 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 30 OF Backup: Input = 3 kW, Output = 10970 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. to7-Oc1.27 09.00:59 wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU24011 Page 3 oke0aphne3AGLNlLot298Thornbrooke0aphne3AGLN rup Cak = MJ8 House faces: N DEL --AIR rsanlm - oa1 wmnaimro Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINGF531COOISCOWAY, SANFORD. FL 32771 Phone: 407.333.2665 ax: 407-333.3853 Web: WWW.OEL-AIR.COM Job: Lot 298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 283.9 It 9.2 It 2920.0 112 Zone 1 130 9 it 9.3 it 1460.0 112 Ty Construction number U-value Blutt/112-•F) Or HTM Btuh/I12) Area (III or perimeter (it) Load Stuh) Area (119 or perimeter (It) Load Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 Vj/ 12C-Osw 2A-tom 2A-2om 0.091 0.340 0.340 6201 0 340 0 340 0.340 n n n n n n n 2.58 9.62 9.62 5.69 9.62 962 9.62 2.58 9.62 2.84 10.58 10.58 5.27 8.71 12.44 12.44 360 10 30 320 0 0 824 96 289 908 106 317 512 209 483 99 0 0 0 0 0 0 0 0 0 0 0 0 512 209 483 99 C yl 13A-2ocs IOC-m 2A-2om 2A-2om 12C-Osw 2A.2om 168 24 39 8 97 0 0 0 552 231 374 77 168 24 39 8 97 0 0 0 552 231 374 77 Lyl G 0.091 0.340 a e_ 2.84 30.36 329 15 314 0 807 890 55 0 0 0 h 0 0 0 0 13A-2ocs 2A-2om 2A--tom 12C-Osw 2A-2om 28.21m 0.201 0.340 0_340 0.091 0.340 0.340 a a e_ s s s 5.69 9.62 962_ 2.58 9.62 9.62 5.27 35.73 35.73 284 10.93 12.44 341 16 19 305 0 0 1734 157 187 1608 584 694 341 16 19 305 0 0 1734 157 187 1608 584 694 360 30 22 308 23 22 793 289 214 873 328 276 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 5.69 9.62 16.41 5.27 12.44 16.85 373 97 72 204 97 72 1161 935 1182 1076 1208 1213 373 97 72 204 97 72 1161 935 1182 1076 1208 1213 I-C f W 12C-Osw 0.091 w 2.58 2.84 329 329 846 9 0 0 0 0 yl L--G 13A-2ocs 2A-2om 0.201 0.340 w w 5.69 9.62 5.27 35.73 341 19 321 0 1827 187 1694 694 341 19 321 0 1827 187 1694 694 R 0 12C-Osw 1100 0.091 0.390 n 2.58 11.04 1.44 11.99 205 18 187 18 483 197 270 214 205 18 187 18 483 197 270 214 C F 16B-38ad 22A-1-tpl 0.026 074 1.41 1460 1460 1074 2059 0 0 0 0 0989 27.99 0.00 1460 131 36644 0 1460 131 3664 0 6 c) AED excursion 101 1 0 Envelope loss/gain 18322 17704 12947 1051% 12 a) Infiltration b) Room ventilation 5673 0 1797 0 2668 0 845 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 3015 5 1150 3015 Subtotal (lines 6 to 13) M96 23666 15614 15569 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 24% 32% 0 0 0 23996 5787 0 0 0 23666 7648 209/. 20% 0 0 0 15614 3123 0 0 0 15569 3114 Total room load Air required (clm) 29782 1440114401 31314 1 18737 840 18683 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft' 2017.Oc1.27 09 00 59 Right -Style® Universal 2017 17 0.23 RSU24011 Page 1 oke0aphne3AGLN1Lol298Thornbrooke0aphne3AGLN.rup Calc . MJ8 House laces: N J DEL -AIR Harm • as awunarmra Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407.333.2665 ax. 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Zone 2 153.0 If 9.0 It 1460.0 It2 Ty Construction number U-value Bluh/t1z•F) Or HTM BI III Area (02) I or perimeter (to Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11-G Vjl I--G 12C-Osw 2A-2om 2A•2om ___ 13A.2ocs IOC-m 2A-2om 26•2om 12C-Osw 2A:2om 0.091 0.340 0.340 n n n 2.58 9.62 9.62 5.69 9.62 9.62 9_62 2.58 9.62 2.84 10.58 10.58 360 10 30 320 0 0 824 96 289 908 106 317I--G 0.201 0.340 0.340 0.340 n n n n 5.27 8.71 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yf G 0.091 0.340 a e_ 2.84 X36 329 15 314 0 807 L49 890 455 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A•2om 28.21m 0.201 0.340 Q340 0.091 0.340 0.340 a a a s s s 5.69 9.62 62 2.58 9.62 9.62 5.27 35.73 3573 2.84 10.93 12.44 0 0 0 0 0 0 0 0 0 0 0 0 360 30 22 308 23 22 793 289 214 873 328 276G2 Vjl 13A-2ocs 2A•2om 2A-2omd 0.201 0.340 0.580 s s s 5.69 9.62 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 I--G2 W yl Lam' 12C-Osw 0.091 w 2.58 569 9.62 2.84 329 329 846 932 13A•2ocs 2A•2om 0.201 0.340 w w 5.27 35.73 0 0 0 0 0 0 0 0 q L-D IZC-Osw 11 DO 0.091 0_390 n 2.58 11.04 1.44 11. 0 0 0 0 0 0 0 0 C 16B•38ad 0_026 0.989 0.74 1.41 1460 1460 1074 2059 F 22A-tpl 27.99 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 5376 7145 12 a) Infiltration b) Room ventilation 3006 0 952 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 8381 8097 14 15 Less external load Less transfer Redtstnbulion Subtotal Duct loads 3LM 56% 0 0 0 8381 2664 0 0 0 8097 4535 Total room load Air required (clm) 11045 600 12632 600 Calculations aDOroved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017.00I.27 09 00:59 ACC Right-SuileO Universal 2017 17 0.23 RSU24011 Page 2 oke0aphne3AGLN\Lo1298Thornbrooke0aphne3AGLN rup Calc a MJ8 House laces N r DEL -AIR Right-JO Worksheet MAT=-'`"°'° Zone 1 DEL -AIR HEATING & AIR ND01ON5C 531 CODISCO WAY. SANFORD. FL 327711h476Fax: 407-333.3853 Web. WWW DEL -AIR COM Job: Lot298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Zone I 130. 9 it 93 It 1460. 0 ft2 mstr rm 28. 5 It 9. 3 It heat/cool 1. 0 x 249.8 It 249. 8 Itz Ty Construction number U- value Btut1/ It2L'F) Or HTM Btuhlltj Area (( 12) or perimeter (ft) Load Btuh) Area ( I12) or perimeter (fl) Load Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 11 V)/ 12C-0sw 2A- 2om 2A- 2om 0. 091 0. 340 0. 340 n n n 0. 00 0. 00 0. 00 5. 69 9. 62 9. 62 9_ 62 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G L-_- GG 13A- 2ocs 1OC- m 2A- 2om 2A- 2om 0. 201 0. 340 0. 340 0 340 n n n n 5. 27 871 12 44 12. 44 168 24 39 8 97 0 0 0 552 231 374 77 592 209 483 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl r .. 2&20m 12C- 0sw 0.091 0. 340 a e_ 0. 00 0. 00 000 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl l-( G 13A- 2ocs 2A- 2om 2A- 2om 12C- 0sw 2A- 2om 28- 21m 0. 201 0. 340 Q340 0. 091 0. 340 0. 340 a a a s s s 5. 69 9. 62 9 62. 0. 00 0. 00 0. 00 5. 27 35. 73 35 73 0. 00 0. 00 000 341 16 19 305 0 0 1734 157 187 1608 584 694 149 0 19 130 0 0 739 0 187 685 0 694 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F - C f 13A- 2ocs 2A- 2om 2A- 2omd 0. 201 0. 340 0. 580 s s s 5. 69 9. 62 16. 41 527 12. 44 16. 85 373 97 72 204 97 72 1161 935 1182 1076 1208 1213 117 58 0 58 58 0 332 561 0 308 725 0 W 12C_Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 Vy L- 0 13A- 2ocs 2A- 2om 0. 201 0. 340 w w 5. 69 9. 62 5. 27 35. 73 341 19 321 0 1827 187 1694 694 0 0 0 0 0 0 0 0 q 0 12C- Osw 11D0 0. 091 0. 390 n 2. 58 11. 04 1. 44 11. 99 205 18 187 18 483 197 270 214 0 0 0 0 0 0 C 168.38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.99 0.00 1460 131 3664 0 250 29 798 0 6 c) AED excursion 0 65 Envelope loss/gain 12947 10559 2616 2346 12 a) Infiltration b) Room ventilation 2668 0 845 0 580 0 184 0 13 Internal gains: Occupants @ 230 Appliances/ other 5 1150 MIS 1 230 600 Subtotal ( lines 6 to 13) 15614 15569 3196 3360 14 15 Less external load Less transfer Redstnbuhon Subtotal Duct bads 20% 209% 0 0 0 15614 3123 0 0 0 15569 3114 201/, 120% 0 0 0 3196 639 0 0 0 3360 672 Total room load Air required (cfm) 18737 840 18683 840 1 1172 3836 4032 181 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsoft- 2017-Oct-27 09.00 59 AC P Right - Suite® Universal 2017 17 0 23 RSU2401 t Page 3 oke0aphne3AGLN\ Lol298Thornbrooke0aphne3AGLN.rup Calc - MJ8 House faces N DEL -AIR rUnm • as AMMM a Right-JO Worksheet Zone 1 DEL -AIR HEATING & AIR CgNDITIONING 531 COOISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 fax, 407-333.3853 Web WWW.DEL-AIR.COM Job: Lot298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr blh 10.9 it 9.3 It heat/Cool 1.0 x 111.3 It 111.3 112 mslr wic 9.5 It 9.3 it heat/cool 1.0 x 47.0 11 47.0 fl2 Ty Construction number U-value BtulV112-•F) Or HTM Stuhl112) Area (ft2) or perimeter ((l) Load Btuh) Area (ft2) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 Vjl 12C-0sw 2A-3om 2A-2om 0.091 0.340 0.340 a n n 0.00 0.00 0.00 0.00 0.00 0.00 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 13A.2ocs 0C-m 2A-2om 2A-2om 12C-Osw 2A_20m 0.201 0.340 0.340 0.340 0.091 0.340 n n n n a e_ 5.69 9.62 9.62 9.62. 0.00 0.00 5.27 8.71 12.44 12.44 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 yl G. 0.00 0.00 0 n 0 o 0 0 0 0 0 0 0 0 0 0 0 0 yl GG V)I ECG 13A-2ocs 2A-2om 2A-2om 12C-0sw 2A-2om 28.21m 0.201 0.340 0_340 0.091 0.340 0.340 a a a s s s 5.69 9.62 9t62. 0.00 0.00 0.00 5.27 35.73 35.73 0.00 0.00 0.00 103 16 0 86 0 0 491 157 0 455 584 0 89 0 0 89 0 0 504 0 0 468 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 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 5.69 9.62 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C_Osw 0_091 w 0.00 0.00 0 0 0 0 0 0 0 0 yJ G 13A-2ocs 2A-2om 0.201 0.340 w w 5.69 9.62 5.27 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O 12C-0sw 1100 0.091 0.390 n 2.58 11.04 1.44 11.99 107 0 107 0 276 00 155 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-(d 0.989 27.99 0.00 111 11 306 0 47 10 266 0 6 c) AEO excursion 61 10 Envelope loss/gain 1230 1255 770 457 12 a) Infiltration b) Room ventilation 224 0 71 0 193 0 61 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1454 1326 964 519 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 20% 200 0 0 0 0 1454 291 0 0 0 1326 265 20% 202 0 0 0 0 964 193 0 0 0 519 104 Total room load Air required (clm) 1745 78 1591 72 1 1 1156 52 622 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017.Oct-27 09:00:59 A Right -Sure® Universal 2017 17 0.23 ASU24011 Page 4 oke0aphne3AGLN%Lol298Thornbrooke0aphne3AGLN.rup Calc = MJ8 House laces. N DEL -AIR OUT=-M at rmimo Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR CgNDITIONIN 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW.OEL-AIR.COM Job: Lot298Thornbrooke0aphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 If 9.3 It heal/cool 5.5 x 3.5 It 19.3 Ile mstr wic int 0 It 9.3 It heat/cool 1.0 x 39 0 It 39.0 f12 Ty Construction number U•value BtutVlt2-•F) Or HTM at III Area (ft2) or perimeter (II) Load Bluh) Area (III or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 Vjl 12C•Osw 2A-2om 2A-2om 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 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 0 0 0 0 CC 13A•2ocs toc-m 2A•2om 2A-2om 12C-osw 0.201 0.340 0.340 0.340 0.0991 0.390 n n n n a e_ 5.69 9.62 9.62 9.62 0.00 0.00 5.27 8.71 12.44 12.44 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I_GG yl f .2A2om 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A-2ocs 2A-2om 2A-2om 12C-Osw 28.21m 0.201 0.340 0_34o 0.091 0.340 0.340 a a e s s s 5.69 9.62 962 0.00 0.00 0.00 5.27 35.73 35.73 0.00 0.00 0.00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VJ2A-2om 13A•2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 5.69 9.62 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12c•0sw 0.091 w 0.00 3.00 0 0 0 0 0 0 0 0 yL_ 13A•2ocs 2A-2om 0.201 0.340 w w 5.69 9.62 5.27 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O 12C•Osw I I Q0 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0.00 000 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 19 0 0 0 39 0 0 0 6 c) AEO excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 5 Subtotal (lines 6 to 13) 0 5 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 20% 20% 0 0 0 0 0 0 0 0 5 1 20% 20% 0 0 0 0 0 0 0 0 5 1 Total room load Air required (cfm) 0 0 6 0 0 0 6 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 7- Ad- wrightsoft' Right•Sune® Universal 2017 17 0.23 RSU24011 20t7 Oct 27 09:00:59 ACZk 5 le .okeDaphne3AGLN%Lol298ThornbrookeDaphne3AGLN.rup Caa M.18 House faces. N Page 1 DEL -AIR lasnlo • = am nmmra Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR CONDITIONINGF531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 ax: 407.333.3853 Web WWW DEL -AIR COM Job: Lot298Thornbrooke0aphne... Date: 5/28/2015 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area family m1 MO 11 9.3 It heat/cool 1.0 x 385.8 It 3858 I12 brklsl/kd 36.5 It 9.3 It heat/cool 11.5 x 25.0 It 287.5 f12 Ty Corrstruction U-value 8lutVp2-•F) Or HTM at III Area (III or perimeter (to Load 81uh) Area (III or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 11 yl 12C-Osw 2A-2orn 2A•2om 0.091 0.340 0.340 n n n 0.00 0.00 0.00 5.69 9.62 9.62 9_62 0.00 0.00 0.00 0.00 0.00 5.27 8.71 12.44 12.44 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 0 0 0 0f 13A-2ocs IOC-m 2A-2om 2A-2om 12C-Osw 0.201 0.340 0.340 0.340 6A91 0.340 n n n n a e_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl f ..2A.2om 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G l 13A-2ocs 2A-2om 2A•2om 12C-Osw 2A-2om 28-21m 0.201 0.340 0.340 0.091 0.340 0.340 e e a s s s 569 962 9.62 0.00 0.00 0.00 5.27 35.73 95_73 0.00 0.00 0.00 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-! 13A-2ocs 2A-2om 2A•2omd 0201 0.340 0.580 s s s 5.69 9.62 16.41 5.27 12.44 16.85 149 0 72 77 0 72 440 0 1182 408 0 1213 107 39 0 68 39 0 389 374 0 361 483 0G W 12C-Osw 0.091 w 9_00 5.69 9.62 0_00 5.27 35 73 0 0 0 0 0 0 0 0 yL_G 13A-2ocs 2A-torn 0.201 0.340 w w 0 0 0 0 0 0 0 0 233 19 214 0 1216 187 112E 694 R L-O 12C•Osw IID 0.091 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 168.38ad o_026 9_00 0.00 0 0 0 0 0 0 0 0 F 22A•tpl 0.989 27.99 0.00 386 16 448 0 288 37 1022 0 6 c) AED excursion 57 133 Envelope loss/gain 2069 1563 3188 2799 12 a) Infiltration b) Room ventilation 326 0 103 0 743 0 235 0 13 Internal gains: Occupants @ 230 Appliances/other 3 690 600 0 0 1200 Subtotal (lines 6 to 13) 1 2395 2956 39311 4234 14 15 Less external load Less transfer Redisinbution Subtotal Duct Toads 20% 209/6 0 0 0 2395 479 0 0 0 2956 591 20% 20'6 0 0 0 3931 786 0 0 0 4234 847 Total room load Air required (clm) 2874 129 3548 160 1 1 4717 211 5081 228 Calculations aooroved by ACCA to meet all reauirements of Manual J 81h Ed. k- wrightsoft• 2017-Oct-27 09:00:59 ACCP, Righl-Suite® Universal 2017 17.0 23 ASU24011 Page 6 okeDaphne3AGLN%LO1298ThornbrookeDaphne3AGLN rup Calc . M.18 House laces: N DEL --AIR tames • as t Right-JO Worksheet Zone 1 DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333.2665 Fax. 407.333-3853 Web: WWW DEL-AIR.COM Job: Lot298ThornbrookeDaphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pwdr 0 It 93 It heal/cool 6.0 x 6.5 It 39.0 fh uhl 0 It 9.3 If heat/cool 1.0 x 45.3 It 45.3 It2 Ty Construction number U-value BlutVftz•F) Or HTM StutVll Area (III or perimeter (fl) Load Bluh) Area (ft or perimeter (It) Load Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 V)/ 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0tom- CCa 11G 13A.2ocs tOC-m 2A-2om 2A-2om 12C-Osw 2A_2om 0.201 0.340 0.340 0_340 0.091 0.340 n n in n e e_ 5.69 9.62 9.62 9_62 000 0.00 5.27 8.71 12.44 12.44 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 0I- G yl G 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)I - fC 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 2B-21m 0201 0 340 0 340 0.091 0.340 0.340 e e e s s s 569 962 9 62 0.00 0.00 0.00 5.27 35.73 95 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjf 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 5.69 9.62 16.41 527 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 W 120-osw 0.091 w 0.00 0.0o 0 0 0 0 0 0 0 0 Vjl G 13A-2ocs 2A-2om 0.201 0.340 w w_ 5.69 9.62 5.27 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R L-0 12C-Osw 1100 0.091_ 0.390 n 2 59 11.04 1.44 11.99 0 0 0 0 0 0 0 0 56 0 56 0 144 0 81 0 C 168-38ad 0.026 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0 989 27 99 0.00 39 0 0 0 45 0 0 0 6 c) AED excursion 0 13 Envelope loss/gam 0 0 144 68 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 600 Subtotal (Imes 6 to 13) 0 5 144 668 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 20% 1 20'/6 0 0 0 0 0 0 0 0 5 1 20% 209% 0 0 0 144 29 0 0 0 668 134 Total room load Air required (clm) 0 0 6 0 1 173 8 801 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk- wrightsoft' 2017.Oc1.27 09:00:59 ACZk Right -Suite® Universal 2017 17 0.23 RSU24011 Page 7 okeDaphne3AGLN\Lol298ThornbrookeDaphne3AGLN.rup Calc - MJ8 House laces: N QDEL--AIRlumm - = amnoimro Right-J® Worksheet Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room chmensions Room area dining 29.5 It 9.3 It heat/cool 1.0 x 236.3 It 236 3 ft2 Ty Construction number U-value Stuh/ItZ•F) Or HTM letutVftg Area (fig or perimeter (It) Load 81uh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 1t Vj! 12C-Osw 2A-2om 2A-2om 13A-2ocs loc-m 2A-2om 2A-2om 0.091 0.340 0.340 n n n 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 352 231 374 77 0 0 0 f--CC 0.201 0.340 0.340 UN n n n n 5.69 9.62 9.62 9.62 5.27 8.71 12.44 12.44 168 24 39 8 97 0 0 0 512 209 483 99 G L G 12C-Osw 2A:20m 0.091 0.340 a e_ 0.00 0.00 0.00 O.00 0 0-0-0-0 0 0 0 V)I 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 2B-21m 0.201 0.340 0.340 a a a 5.69 9.62 9.62 0.00 0.00 0.00 5.27 35.73 35.73 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0.091 0.340 0 340 s s s 0 0 0 0 0 0 0 0 0 0 0 0 hl L--- f( 13A-2ocs 2A-Zom 2A-2omd 0201 0.340 0.580 s s s 5.69 9.62 16.41 5.27 12.44 16.85 0 0 0 0 0 0 0 0 0 0 0 0 W_ 12C-Osw k0_E1 w 0_00 0_00 0 0 0 0 V I C i3A-2ocs 2A-tom 0.201 0.340 w w 5.69 9.62 5.27 35.73 107 0 107 0 610 0 566 0 q 0 12C-Osw 11D0 0.091 0. n 2.58 11.04 1.44 11.99 42 18 24 18 62 197 35 214 C 168.38ad 0.026 0.00 0.00 0 0 0 0 f 22A-tpl 0.989 27.99 0.00 236 30 826 0 6 c) AED excursion 48 Envelope loss/gain 2929 2070 12 a) Infiltration b) Room ventilation 601 0 190 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 Subtotal (lines 6 to 13) 3530 2491 14 15 Less external load Less transfer Redtslnbution Subtotal Duct loads 20% 20% 0 0 0 3530 706 0 0 0 2491 498 Total room load Air required (clm) 4236 190 2989 134 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fp- wrightsoft' 2017.Oc1.27 09 00:59 iG I\ Right -Suite® Universal 2017 17.0.23 RSU24011 page 8 oke0aphne3AGLN\Lo1298ThornbrookeDaphne3AGLN.rup Calc - M.18 House faces: N t DEL -AIR MUM • am eamnmmra Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR CgNDITIONIN 531 CODISCO WAY. SANFORD. FL 32771 hone:407.333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot298ThombrookeDaphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Zone 2 153.0 It 9.0 It 1460.0 It2 rrn 4 25.5 It 9.0 If heat/coal 1.0 x 152.5 It 152.5 112 Ty Construction number U-value Btut1/It2-•F) Or HTM 8luh/It2) Area (III or perimeter (It) Load Bluh) Area (ft2) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 V)I 12C-Osw 2A-2om 2A-3om 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.84 10.58 10.58 360 10 30 320 0 0 824 96 289 908 106 317 99 0 15 84 0 0 216 0 144 238 0 159It--fC 11-G 1_-_-GG 13A.2ocs IOC-m 2A-2om 2A-2om 0.201 0.340 0.340 0.340 n n n n 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 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 12C-Osw 2A_2om 0.091 0.340 a e_ 2.58 9.62 2.84 30.36 329 15 314 0 807 890 55 0 n 0 0 0 0 0 0 y! I;_GG 13A-2ocs 2A-2om 2A-2om 0.201 0.340 0.340 a a a 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V------CGG' 12C-Osw 2A-tom 28.21m 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.84 10.93 12.44 360 30 22 308 23 22 793 289 214 873 328 276 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 0.00 0.00 0.00 0.00 0.00 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-11sw 0.091 w 2.58 284 329 329 846 932 131 131 336 37 Vy G 13A-2ocs 2A-2om 0.201 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q D 12C-Osw 11 DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 1460 1460 1074 2059 153 153 112 215 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 25 Envelope loss/gain 5376 71451 809 958 12 a) IMiltration b) Room ventilation 3006 0 952 0 501 O 159 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 8381 8W7 1310 1116 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 3" 0 0 0 8381 2664 0 0 0 8097 4535 32% 563/6 0 0 0 1310 416 0 0 0 1116 625 Total room bad Air required (cfm) 11045 600 12632 600 1 1 1726 94 1741 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Oct-27 09:00:59 A55k Right-Suile® Universal 2017 17.0.23 RSU24011 Page 9 oke0aphne3AGLN%Lot298Thornbrooke0aphne3AGLN.cup Cale - MJ8 House faces N DEL --AIR Kamm • Z ommm== Right-JO Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407.333.2665Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot298ThornbrookeDaphne... Date: 5/28/2015 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area loft 16.5 It 9.0 It heat/cool 1.0 x 446.8 II 446.8 It= den 26.5 it 9.0 It heat/cool 12.5 x 14.0 It 175.0 ft2 Ty Construction number U-value Btuh/(tz•F) Or HTM Bluh/fig Area (fig or perimeter (It) Load letuh) Area (119 or perimeter (10 Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V)/ IL---CG 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.84 10.58 10.58 149 0 IS 134 0 0 344 0 144 379 0 159 113 10 o 103 0 264 96 291 106 11 yV I--G I;__GG 13A-2ocs 1OC-m 2A-2om 2A-2om 0.201 0.340 0.340 0.340 n n n n 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 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 12C-Osw 2A:2orn 0.091 0.340 a 2.58 9.62 2.84 30.36 0 0 0 n 0 0 0 126 15 111 0 286 199 315 455 yl 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 28.21m 0.201 0.340 0 340 0.091 0.340 0.340 a a a s s s 0.00 0.00 0_00 2.58 9.62 9.62 0.00 0.00 0_00 2.84 10.93 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CGG 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0_091 w 2.58 2.84 0 00 0 0 0 0 0 yl L-6 13A-2ocs 2A-2om 0.201 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fj L--D 12C-Osw 1100 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168 38ad 0.026 0.74 1.41 447 447 329 630 175 175 129 247 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 28 1 71 Envelope loss/gain 817 1140 919 1485 12 a) Infiltration b) Room ventilation 324 0 103 0 521 0 165 0 13 Internal gains. Occupants @ 230 Appliances/other 0 10 0 0 0 0 Subtotal (lines 6 to 13) 1141 1243 1440 1650 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 329/6 561% 0 0 0 1141 363 0 0 0 1243 696 32% 560/6 0 0 0 1440 458 0 0 0 1650 924 Total room load Air required (cim) 1504 82 1939 92 1897 103 2574 122 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- Right-Suile® Universal 2017 17.0 23 RSU24011 2017-0e1.27 09 000:599 okeDaphne3AGLN\Lol298Thornbrooke0aphne3AGLN.rup Calc a M.18 House faces N Page 10 DEL --AIR Tz"Una-sm camnmmm Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY. SANFORD. FL 32771 hone: 407.333.2665Fax: 407-3333853 Web: WWW.OEL-AIR.COM Job: Lot 298ThornbrookeDaphne... Date: 5/28/2015 By: FJF I 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 9.0 It 9.0 It heat/cool 5.5 x 9.0 It 49.5 112 rm 2 26.0 It 9.0 If heat/cool 12.5 x 13.5 It 168.8 ft2 Ty Construction number U-value 8tuh/p2-•F) Or HTM atuh/It2) Area (119 I or perimeter (ft) Load atuh) Area (ft2) or perimeter (fl) Load Btuh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 Vjl C 12C-Osw 2A-2om 2A-2om 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.84 10.58 10.58 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 0C 13A.20cs 1OC-m 2A-2om 2A-2om 0.201 0.340 0.340 0_340 0.991 0.340 n n n n 0 00 0.00 0.00 0 00 0.00 0.00 0.00 0_00 0 0 0 0 0 0 0 0 0 0 0 0 b 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 L-12C-Osw G..2A.2om a e_ 2.58 9.62 2.84 30.36 81 0 81 0 209 0 230 0 122 0 122 0 313 0 345 0 13A-2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 2B-21m 0.201 0.340 0340 0.091 0.340 0.340 a a a s s s 0.00 0.00 0_00 2.58 9.62 9.62 0.00 0.00 0_00 2.84 10.93 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 l 0 0 0 0 0 0 0 0 0 0 0 0 113 15 0 98 12 0 251 144 0 277 164 0 C C 13A-2ocs 2A-2om 2A-2omd 0.201 0.340 0.580 s s s 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.58 2.84 0 0 0 0 0 0 0 0 yI L-C' 13A-2ocs 2A-2om 0.201 0.340 w w 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R O 12C-Osw 1100 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.74 1.41 50 50 36 70 169 169 124 238 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 0 Envelope loss/gain 245 292 832 1023 12 a) Infiltration b) Room ventilation 177 0 56 0 511 0 162 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 01 0 1 0 0 Subtotal (lines 6 to 13) 422 348 1343 1185 14 IS Less external load Less transfer Redistribution Subtotal Duct loads 1320/6 56% 0 0 0 422 134 0 0 0 348 1% 32% 56% 0 0 0 1343 427 0 0 0 1185 664 Taal room load Air required (cfm) 556 30 543 26 1770 96 1849 88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c- wrightsofrt- 2o17.Oct-27 09 00 59 4Cr,A Right-Suile® Universal 2017 17.0.23 RSU24011 Page II oke0aphne3AGLN%Lot298Thornbrooke0aphne3AGLN rup Calc a MJ8 House laces: N rWEL--AIR IfOTM • ate COXDFT o Right-J® Worksheet Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORD, FL 327hax: 407-333-3853 Web WWW.DEL-AIR.COM Job: Lot298Thornbrooke0aphne... Date: 5/28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Roam dimensions Room area open to below 16. 5 It 9. 0 It heat/cool 16. 5 x 16.0 It 264. 0 112 rrn 3 24. 0 It 9. 0 It heat/cool 11. 0 x 13.0 It 143. 0 It2 Ty Construction number U- value Bluh/ Itx-IF) Or HTM Bluh/ III Area ( III or perimeter (II) Load 8tuh) Area ( III or perimeter (it) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11- G Val C 12C- Osw 2A- 2om 2A- 2om 0. 091 0. 340 0. 340 n n n 2. 58 9. 62 9. 62 2. 84 10. 58 10. 58 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C13A- 2ocs IOC- m 2A- 2om 2A- 2om l2C- 0sw 0. 201 0. 340 0. 340 0 3400. 09911 0. 340 n n n n a e_ 0. 00 0. 00 0. 00 0 l012. 58 9. 62 0. 00 0. 00 0. 00 0_ 00 2. 84 30. 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ 13A-2ocs 2A- 2om 2A- 2om 12C- Osw 2A- 2om 28.21m 0. 201 0 340 0, 340 0. 091 0. 340 0. 340 a a e 0. 00 0. 00 0_ 00 0. 00 0. 00 0_ lb 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s s s 2. 58 9. 62 9. 62 2. 84 10. 93 12. 44 149 0 22 126 0 22 325 0 214 358 0 276 99 15 0 84 12 0 216 144 0 238 164 0 LLL---fGG ti 13A- 2ocs 2A- 2orn 2A- 2omd 0. 201 0. 340 0. 580 s s s 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.58 2 84 0 0 0 0 117 117 301 332 Vjl Y-- 0 13A- 2ocs 2A- tom 0. 201 0. 340 w w 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 0 12C- Osw 1100 0. 091 0. 390 n 0. 00 0. 00 0. 00 OAO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168.38ad 0.026 0 74 1.41 264 264 194 372 143 143 105 202 F 22A-tpl 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 5 2 Envelope loss/gain 733 1002 767 938 12 a) Infiltration b) Room ventilation 324 0 103 0 471 0 149 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 1 0 0 Subtotal ( lines 6 to 13) 1057 1105 1239 1087 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 32% 561% 0 0 0 1057 336 0 0 0 1105 619 32% 56% 0 0 0 1239 394 0 0 0 1087 609 Total room load Air required (cfm) 1393 76 1723 82 1 1632 89 1696 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i4C= wrightsoft' Right -Style® Universal 2017 17.0.23 RSU24011 2017 Oct 27 0 :000:59 okeDaphne3AGLN% LO1298ThornbrookeDaphne3AGLN rup Calc a M.18 House laces: N Page 12 1 DEL -AIR Right-JO Worksheet AM-MZone 2 DEL - AIR HEATING & AIR 531 CODISCO WAY, SANFORD, F3277111 PhND407-33333266655CF Lax:407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot298ThornbrookeDaphne... Date: 5/ 28/2015 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bih 3 9.0 ft 90 It heat/cool 10 x 60.5 It 60.5 112 Ty Construction number U- value Btuh/f12-' F) Or HTM Bluh/ft2) Area (ft2) or perimeter ( fl) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat cod Gross N/P/S Heat Cool 6 11 Vjl I- CC 12C-Osw 2A-3om 2A-2om 13A-2ocs - - -- IOC-m 2A-2om 2A-2om 12C-0sw 2A2om 0. 091 0.340 0.340 n n n 2. 58 9.62 9.62 0.00 0.00 0.00 0.00 2.58 9.62 2.84 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0. 201 0.340 0.340 0 340 n in n in a e_ 0. 00 0.00 0.00 0.00 2.84 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 0. 091 0.340 0 0 0 0 0 0 0 0 yl GG Vjl - 13A- 2ocs 2A-2om 2A-2om 12C-Osw 2A-2om 28.21m 0.201 0 340 0 3g0 0.091 0.340 0.340 a a a s s s 0. 00 0.00 0_00 2.58 9.62 9.62 0.00 0.00 0_00 2.84 10.93 IZ44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y! f 13A- 2ocs 2A-2om 2A-2omd 0201 0. 340 0.580 s s s 0. 00 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 W 12C- Osw 0 091 w 2.58 2.84 81 81 209 230 4y G, 13A- 20cs 2A-2om 0201 0 340 w w 0. 00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 q 0 12C- Osw 11 DO 0.091 0.390 n 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 C 168- 38ad 0.026 0.74 141 61 61 45 65 F 22A- tpl 0.989 0.00 0.00 0 0 0 0 6 c) AED excursion 8 Envelopeloss/on 253 307 12 a) Infiltration b) Room ventilation 177 0 56 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal ( lines 6 to 13) 430 363 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 32% 56% 0 0 0 430 137 0 0 0 363 203 Total room load Air required ( cfm) 567 31 566 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghtsoft- 20t7. Oct-27 09 00 59 Right -Sure® Universal 2017 17.0.23 RSU24011 Page 13 oke0aphne3AGLN\Lot298Thornbrooke0aphne3AGLN. rup Calc - MJ8 House faces. N DEL --AIR Duct System Summary WATING • AM COM111111111110 Zone 1 DEL -AIR HEATING & AIR CONDITIONING 531 COOISCO WAY, SANFORO, FL 32771 Phone. 407.333.2665 Fax: 407.333.3853 Web: WWW DEL-AIR.COM For: TAYLOR MORRISON HOMES Job: Lot298ThornbrookeDap... Date: 5/28/2015 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.164 in/10011 0.164 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 146 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (it) Ftg.Egv Ln (ft) Trunk brMst/kit c 2541 106 114 0.169 7.0 Ox 0 VIFx 36.7 105.0 stl brklsl/kit-A c 2541 106 114 0.164 7.0 Ox 0 VIFx 40.9 105.0 stl dining h 4236 190 134 0.182 8.0 Ox 0 VIFx 27.1 105.0 stl lamily rm c 3548 129 160 0.181 8.0 Ox 0 VIFx 27.4 105.0 st2 msir bth h 1745 78 72 0.205 5.0 Ox 0 VIFx 11.9 105.0 st2 mstr rm c 4032 172 181 0.185 8.0 Ox 0 VIFx 25.0 105.0 st2 mstr we c 6 0 0 0.208 4.0 Ox 0 VIFx 10.5 105.0 st2 mstr wic h 1156 52 28 0.196 4.0 Ox 0 VIFx 17.6 105.0 st2 msir wic int c 6 0 0 0.200 4.0 Ox 0 VIFx 15.0 105.0 st2 pwdr c 6 0 0 0.290 4.0 Ox 0 VIFx 12.8 70.0 ulil c 801 8 36 0.310 4.0 Ox 0 VIFx 7.4 70.0 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 401 363 0.164 511 12.0 0 x 0 VinlFlx st2 Peak AVF 431 441 0.181 561 12.0 0 x 0 VinlFlx 2017.Oct-27 09 01:00 Wrl ht5oft' Right -Suite® Universal 2017 17 0.23 RSU24011 Page I 14CCA...okeDaphne3AGLN%Lot298ThornbrookeDaphne3AGLN.rup Calc n MJ8 House laces: N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx w i htsoft' 2017.Oc1.27 09.01.00 A 9 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 2 K.okeDaphne3AGLN\Lol298ThornbrookeDaphne3AGLN.rup Calc = MJ8 House laces N 1 DEL -AIR Duct System Summary MEMO • °t" C0N0m0=0 Zone 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333.2665 Fax: 407.333.3853 Web WWW.DEL-AIR.COM For: TAYLOR MORRISON HOMES Job: W2981rhornbrookeDap... Date: 5/28/2015 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.168 in/100ft 0.168 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 143 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (it) Ftg.Egv Ln (it) Trunk bth 2 h 556 30 26 0.308 4.0 Ox 0 VIFx 7.8 70.0 bth 3 h 567 31 27 0.178 4.0 Ox 0 VIFx 29.7 105.0 st3 den c 2574 103 122 0.304 6.0 Ox 0 VIFx 9.0 70.0 lolt c 1939 82 92 0.276 6.0 Ox 0 VIFx 16.9 70.0 open to below C 1723 76 82 0.282 6.0 Ox 0 VIFx 15.0 70.0 rm 2 h 1770 96 88 0.320 6.0 Ox 0 VIFx 5.0 70.0 rm 3 h 1632 89 81 0.170 6.0 Ox 0 VIFx 36.1 105.0 st3 rm4 h 1726 94 83 0.168 6.0 Ox 0 VIFx 38.0 105.0 st3 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st3 Peak AVF 213 190 0.168 611 8.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FR Veloc I pm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 600 600 0 0 0 0 Ox 0 VIFx c i htsoft' 2017.Oct-Oct09:01:00 wr9 Righl.Swte® Universal 2017 17.0.23 RSU24011 Page 3 ACC; A okeDaphne3AGLN\Lot298Thornbrooke0aphne3AGLN.rup Calc = M.18 House laces, N FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot298ThornbrookeDaphne3AGLN Builder Name: TAYLOR MORRISON HOMES Street. Permit Office: City, State, Zip: FL. Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/8/2017 9:33 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 6/8/2017 9:32:45 AM Page f of t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lo1298ThornbrookeDaphne3AGLN Builder Name: TAYLOR MORRISON HOMES Street. Permit Office: City, State, Zip: FL. Permit Number: Design Location- FL, Orlando Jurisdiction. 691500 Cond FloorArea-: 2600 sq.ft Cond. Volume. 23836 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM( 50): E LA: EgLA: ACH: ACH( 50): SLA: R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8 Testing shall be conducted with a blower door at a pressure of 0.2 inches w g (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, 4 Exterior doors for continuous ventilation systems and heal recovery ventilators shall be closed and sealed; 5 Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage Where required by the code official, O-vHE ST4T performance results demonstrate compliance I testing shall be conducted by an 4+ with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: 6/ 8/2017 9:33 AM approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software rQ DWE60 Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Permit Number: FL, 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 verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402 4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity 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 seated, 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 lest, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air O R402.4.3 Fenestration air IeakageVVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)kll 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 lest: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the lest. If the air handler is not installed at the time of the lest, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/8/2017 9:33 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (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 '/2 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 (0 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 bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and healing equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/8/2017 9:33 AM 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: 1. 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. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1 A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. 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 heal pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heal loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6 O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19 Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/8/2017 9:33 AM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Com Page 3 of 3 Y ewwOaN lO`. oe.weu wwrns IPAt..1YQP(lY TYPICAL MASONRY WINDOW SCHEOIILE WINDOW WIDTHS 7P R jr !y WINDOW CALL -OUTS 2 A` 9S! NDM De! DW bAl NNAI II Y1 MM tK SD VARYAVMIlIL.eDetlIWNeT FP. WACUWPA WP elORINIi 6 YOOI 114010044lYA: •116.1CAL•LY.• (l.pl R070100410LAWrw!a! 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL N N q b l.Ilpter. ra.vaww E 1 nn=N aw wN{ 20 70N v/SKV e240V IPN 1 e-un 1e,10 pleas O rumor } 20, 12 reP M ANU KING IN GARAGE 1 tN. d/e'•Itl' w.aw M il• MAS'IBI StRiE e• F.IMRY ROOK I.a1.. 11e011. tl t Nww miffs r ji 1111 s 11 a 11 1•)ww.II NO 1 r r u . 4 12.6 I.ttl - FFFFxl11' 3' both duct to woll cop it le,le re0 16 12.6 ty C1LW0RI"Mr.'! # n.w PerP.easl foe b.o e.w. 1I mlWLnw .bboaMl wuwm.Yuo.w Nu tone 696RNB e iYyw.r.Y.mruw. i.1ll Abaap MMOIIwPM e, e, Y e Im 1 w O- i V . W Y.Ow.IY.L OOwI S>PIIO>W1 P.wr1O.gW aor.Nuus Mw.owO V IO s i YO P A.OAOle11.4! nlawnr.0 1 _ I.tP e eim'c Mil mi r•N.Y•'N a\Pee pl>ipyy•ntYO O '! 4. 5 IY i N.B 5IY IY .+.sir I.Cd aw 193 i wMw o006 I.tP IL P•• e,l 11 ir'W.1um rap .. y 11 Sri f //// IbWlY _ a yer Putt I 11 coo ni.m 1 16' Or m.I c--__ 0 CiAIL1GE iri±w arivar m1 M tr.rtlf.r "t./arils sli.P ti 016m .Ith florida Ress ntl.l V Eo" - N1602.. e.l.nc.tl S r--------------------- Iuas.w Ao..wlwa R.turn Ar• e,eeotbn) 1-3. &Ader 1 I Iv.t prevlPr w.etrltt.tl 1 Able 1 I untl.rtllt en P00,5 t0 h bn.we 1 1 oaws. 1 I 1 I 1 II Must have a nWnun Clearance of State Energy code. All duct has an r=6 O Ln N LU LJ Y O O z deO GZ YV Y O0- Ld YN' c zCO04 G 0 w ON zU ODdraC7Cu LI_ 00 HC1¢— A Lo LI_ N Rating z O Co NMOmIf IEK80 ICY W O L' J r Lu , , j z o z W 3 J O 5 Q o: 9k 116tu M(L-1N00 1 i O1 NaO 1 Buildeer must provide o haidoor 1 v q c for ohu closet d ( 1 r . 1 1 1 1 1 1 11. 3 10M v/SNV OZ40V 1 10.10o atforn uy War oiv 1 r• Ne m tta,e a/0••1'0• rcA®IIOr01 12 r®AMOOrM 3 m Q Q 10.5 1 ctl p.10 r IOas le[tl Z- 0.10 ro Z W err s• O A E r Cd10.5 12.12 rap W WI.- N N3' both duct s W 1 m a to roof cop 3' bath duct Lf) NuEonNutone 696RNB 11 nt a to roof co p W/oNutoneII 696RNB E! 4. 10.6 `.cd 12.12 6 ws. e'rir 61. 10.5 Lca 10.865).ce e. In W 0 DENu" en Win: ua 10.10 r.p 2 r.® e MWOY warYr e w r uu oa z O Ei rY rh rM pJ1J W 1 1 1 0~ O Z 11I10"04 rn rni 0 W NZ X I 1-----LJ----------- LJl r { O OD aQ o= I 1 Rating z OI I 1 I I 1 NJ{reO i rwe I I eau.Y<s. W > O Q F- CO Co z 3. Q O J O O Q M Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. 411 duct has on r=6 InsulatIon value. M CL J N n 0 Revision Response to Comments Permit # Project Address: Contact: Daphne oq-A Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Ph: 407-257-6940 Fax: Email: daphneclarkinc@cfl.rr.com Z N to c_ Tr;' Building a compassed in revision: General description of revision: o 00 2rO&Miq Aft Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 13 Building ROUTING INFORMATION Approvals SF' 2•t2•t ci y i Monta Consulting & Design of WMR and Associates, LLC Northpointe 11 Phone (407) 681-1917 1035 Greenwood Blvd, Suite 173 RECORD COPY Certificate of Authorization # 9177 Lake Mary, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders January 8, 2018 Taylor Morrison 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 Re: Thornbrooke, Lot 298 Framing Repair To Whom It May Concern: Based upon a phone call with Andy D'Ambrosio with Taylor Morrison on 1/4/18, we have been asked to review the above mentioned project in regards to the First Floor Framing Plan [S4]. It was brought to our attention the above mentioned sheet inadvertently mislabeled the Family Room pocket slider header framing. Due to the limited space between the masonry wall and entry door from garage to main house, the''/2" threaded rod per detail [MD03/SD2] cannot be installed. The builder has requested review and repair comments for the above mentioned items. Per our review, the contractor shall follow the attached Partial First Floor Framing Plan [S4] addressing the corrected Family Room pocket slider header framing in lieu of the plan indicated [PS03/SD4] Header @ Pocket Slider. In addition, the contractor shall not be responsible to install the (1)- ''/2" threaded rod per detail [MD03/SD2] between the masonry wall and entry door from garage to main house, but shall verify the threaded %" threaded rod is installed starting within 6" from the adjacent end of the entry door following the spacing as plan specified. Based upon our structural review we certify that the above revision is adequate for the design loads of this project. If you have any questions about this letter please contact my office. REVISION Brian A. Danzis, P.E. Florida Lic. No. 81262 1 /8/2018 a 1 7 - 2 0 90 Page 1 of 3 Re`' gkryed by, 615 1: 13Ir. . ATE OF Q Ryan M. Gissa , P.E. Florida Lic. No. 78615 1 /8/2018 W o 2s TRUSS LAYOUT AND — CONNECTIONS PER PLAN TO REMAIN TYP. NOT SHOWN THIS DETAIL FOR CLARITY e5 HORIZONTAL BAR AT e'Ar — CAST IN PLACE HEADER SHALL HAVE MIN 12' HOOK INTO VERTICAL CELL AND MAINTAIN MIN. 25' LAP SPLICE. IF EITHER CELL ADAACENT TO THE WINDOW OPENING IS GROUTED SOLO. DRILL AND EPDXY (1) IS ® e'Xr CAST W PLACE HEADER EACH END MIN. 5• USING SIMPSON SET•XP EPDXY OR EQUAL. CHIPICUT EXISTING CMU TO ALLOW e' BEARING OVER CMU AS REQUIRED. DO NOT CUT ANDIOR OAMAOE EXISTING VERTICAL REINFORCEMENT) WINDOW OPENING SIZE AND LOCATION PER PLAN TVP. DRILL S EPDXY (1) e5 VERTICAL FROM FOUNDATION TO BOTTOM OF EXISTING BOND BEAU MAINTAINING MIN. 5• EMBEDMENT EACH END USING SIMPSON SET•XP EPDXY OR EQUAL LAP SPLICE SHALL BE MIN. 25' AND GROUT SOLID ENTIRE CELL W1 MIN. WOOPN CONCRETE 010T REOUIRED IF REINFORCED CELL IS PRESENT) EXISTING CON7. BOND COURSE W1 (1) SS GROUTED SOLD TO REMAIN. ADD. UST IN PLACE MIN eXe HEADER MAINTAINING e' BEARING EACH END OVER CMU FOR NEW WINDOW OPENING WI MIN 11105 AND GROUTED SOLO USING 50DW CONCAETE. PROVIDE REMOVABLE PLYWOOD FOAMS A O SIDES, CONTRACTOR RESPONSIBLE FOR PROPER CONCRETE CONSOLIDATION. ADD. AT WINDOW LOCATION OF MASONRY WALL TIE IN FROM NEW 70 EXISTING. DRILL a EPDXY 1005 VERTICAL FROM FOUNDATION TO BOTTOM OF EXISWO BOND BEAM MAINTAINING MIN. S• EMBEDMENT EACH END USING SIMPSON SET4(P EPDXY OR EQUAL LAP SPLICE SHALL BE MIN. 2S• AND GROUT SOLID ENTIRE CELL W1 MIN.2000PSICONCRETE DRILL A EPDXY (1) 05 VERTICAL FROM FOUNDATION TO BOTTOM OF EXISTING BOND BEAM MAINTAINING MIN. S' EMBEDMENT EACH END USING SIMPSON SET•XP EPDXY OR EOUAL LAP SPLICE SHALL BE MIN. 2S'AND GROUT SOLO ENTIRE CELL W1 LION. 9000p)I CONCRETE (NOT REQUIRED ff REINFORCED CELL IS PRESENT) EXISTING FOUNDATION PER PLAN TO REMAIN. NO ADDITIONAL FIELD REPAIRS REQUIRED AT THIS LOCATION RELOCATE OPENING IN EXISTING CMU r-ck) r c— z Z o 0 ovo d o m N.T.S. o ' '' 00 y• Z m:= r * 0 0 c EXISTINGCONT BOND COURSE W1 (1) IS GROUTED SOLO TO REMAIN MIN. 1.1R' CLEARATFROMSS REINFORCEMENT TEXPOSEDO FACE OF CONCRETECAST IN PLACE MIN e•X$' HEADER MAINTAINING e' EXISTING e• CMUBEARING EACH END OVERWALLBEYONDCMUFORNEWWINDOWOPENINOPEROPENINGW1MINIt) 05 AND PLAN TYR GROUTED SOLO USING wwp)I CONCRETE. PROVIDE REMOVABLE PLYWOOD i SECTION A -A FORMS O2 SIDES. CONTRACTOR RESPONSIBLE a O FOR PROPER CONCRETE IF SHRINKAGE OCCURS BETWEEN EXISTING BOND CONSOLIDATION. rwVJ BEAM AND CAST IN PLACE CONCRETE HEADER. CONTRACTOR SHALL FILL CAACXSNOIDS WITH AN APPROVED NON SHRINK fA GROUT AS REQUIRED O. SOLO GROUT ALL CELLS led ABOVE AND AT SIDE OF OPENINO AFTER 1ej RELOCA71ON IS COMPLETE t'90) W1 MIN DOODpsI CONCRETE w — AS REOuIRED t" ``$0 A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S a; p I 1 ICL LJobAddress• 0W"_6-4 Parcel M: Historic District: Yes Nog Residentiaa Commercial L Type of Work: NewA Addition Altcration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: 1,2tr.1 I 'f'r,l s Title: Phone: `W7-G$5c30plJ Fax•.&0 --35 ?,-385.3 Email: 1't1iGC C'Jlal Ly. Carve Property Owner Information Name t 1. Mr Phone: JA Street: 06 1 r 41 Resident of property? City, State Zip: a ContraC tor information Name J-A11 1 - Phone: ` Q -7- Street: (!) 3ISLO Fax: L10 - 2a 3'?S3 City, State Zip: satx State License No.: O ArchitectlEngineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ' Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, ITS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S A ( AVIT: I certify that all of the foregoing information is accurate n work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Of Contractor/Agent Name Signature of No ry-State of Florida D CHERYL G AKORS MY COMMISSION p FF998962 z EXPIRES June 05, 2020 pa)IJ9a41a.1 Flonoalloury$CNko.001q Owner/Agent is Personally Known to Me or Contractor/Agent is _Personall'y Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads Fire Alarm Permit: Yes Nn UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 20IS Permit Application SkKFORD v , Building & Fire Prevention Division k RESIDENTL4L FENCE PERMIT APPLICATION FIRE DEPARTMENT e Application No: Documented Construction Value: S /Q)b Job•Address: "166 V ` )c., IyA sL- Historic District: Yes No Parcel ID: Z! 15 305' J 00 u o 249 go Plan Review Contact Person: 120to k<w Di v 11C Title: P - Phone: 4PO—S 1 ti=1cF6 Fax: Email: Residential Fence Information Type of Fence: Wood Metal PVC/Vinyl,0 Iron Other Fence Height: o ! Feet # Gates: • jN Total Linear Feet: 0 Additional Information: ' Fences with a height of over 6 feet wi require signed & sealed structural engineering" Property Owner Information Name / Q-t469'V jT_IQLi 4 1 1Z1Y)'lGl G P 1q- Phone: Street: 2&C,b 'l cC`e,.., Resident of property? City, toe ><p: Fence Contractor Information Name F6, Phone: L710_2'5-7?` V6 Street: 3 ,'ll ,q Fax: City, State Zip: -Lea1 bt,r. F[. 3 `i 70 f 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 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMNICNCEMENT MAY RESULT IN YOUR PAYING TWICE FOR M2ROVEMENTS 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 COM IENCEMENT. Effective: August 1. 2017 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Print Owner/Ageft's Name Owner/Agent is Personally Produced ID Type of ID 11 h 1113/17 Dale Sig natujr 1fContractor/ Agent Date l 1 l f7 i. i ?,4-u L k- Q tit@ IIPy;,; RL C4,9p- Pr' ontractor/Agent's Name e •.....• 9 Datp+ p mber7 Signature of Notary -State of Florida m p°•k PATRICIA L. BARTELS e • * _ Notary Public, State of Florida Commission# GG 140852 AFF 229021 o My Comm. expires Nov.' 15.202 t T' \ gent is Known to Me or i" 11711111 Produced ID Type of Iprsonally BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: FIRE: Ok to install approx. 4; linear feet of 6 fani: sigh tan PVC privacy fence not to extend Beyond the !ending edge of the single • gamily home fronting Red Rose Lane, as shown on plan. Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFOn'T FIRE DEPARTMENT Building & Fire Prevention Division RESIDENTIAL FENCE AFFIDAVIT _ 6 FEET OR LESS IN HEIGHT L C, L PERMIT #: y .' / ADDRESS: I A iA 4 4 i4411 IV , HEREBY AFFIRM THAT ALL OF THE FOREGOING INFORMATION 1S T E AND ACCURATE. THE FENCE WILL BE INSTALLED IN THE 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. IT 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. FENCE CONTRACTORjai 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' HOMEOWNER ( OWNER/BUILDER) OWNER/ BUILDERNAME: OWNER / BUILDER SIGNATURE: Y" PLEASE rTOTE"" DATE: Z THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON RESIDENTIAL FENCES. THIS AFFIDAVIT MUST BE PROVIDED9 SIGNED AND NOTARIZEDs AT THE TIME OF PERMIT SUBMITTAL ANDi WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE FENCE. STATE OF FLORIDA COUNTY OF / 71 Sworn to and Subscribed before me this 1-1_ day of ND t(t4M &*' 20 j--L by: lil Who is P6 ersonally Known to me or has 0 Produced (type of . Signature of Notary Public State af Florida j Print/ Type/Stamp Name of Notary Public RME BARTELSState of FloridalJ GG148852esNov. 15. 202, Effective- August 1. 2017 IP SCRIPTION AS FURNISHED: Lot 298, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 0 thru 71, Public Records of Seminole County, Florida. PLAN FOR/CERTIFIED T0: • Taylor Morrison of Florida, Inc. 5.00, - 5.00, - w It too LOT 299 5.00' WALK LOT 297 N 00°I0'44 " W 59.77' LOT 298 I I 15.77* 15.77' IB.S.L. n''Plc^L L I 40.0' 1 a COVERED Q PATIO I I14.70' - 40.0' I PROPOSED RESIDENCE I I MODEL' OAPHENE-111 a&. A 2 CAR GARAGE LEFT n I 16' ORNE J6.?J 3. S 00°20'44" E 9.58, 18.0' I ENTRY C 14.59' - i LV / 1 27.80' D=89°50'38" R=50.00' L=78.40' C=70.61' 04: 06'03 " EINtallapprox. 45 linear feet of 6 gtan PVC Privacy fence not to LOT AREA CALCUumONS: extend beyond the leading edge of the - NO 6,6200 SQ.FSO.F. single family home fronting Red Rose E 17 4soT.wGaoLane, as shown on plan. At - 400 SOFT. C i % EZEWAY- N/A SQ.FT. REDR 0A_ l:/ LANL/ UR1VElY D - 25 SOFT. A/ C PAD - 25 SOFT. TRACT I WALKWAY - 68 SQ.FT. IMPERVIOUS- 47.4 R UTILITY AND ACCESS R/W) - 3.136 SQ.FT. F PROPOSED - FINISHED SOOT GRADE ELEVATION R/ W - 1.478 SOFT. APRON - 55 SO.FT. PER DRAINAGE PLANS BUILDING BUILDING S K$. *PLOT PLAN ONLY* SIDEWALK - 831 SO.FT. v` - PROPOSED DRAINAGE FLOW FRONT - 25' (NOT A SURVEY) SOD - 592 9SO.FT. LOT GRADING TYPE A REAR - 15' PROPOSED DAREA RIVEWAY - 8. 096 SOFT 625 SO.FT. INFORMATION SHOWN PROPOSEDF.F. PER PLANS - 25.4' SIDE - 5.0' N BASEDONSUPPLIEDPLANP SIDE CORNER - 10' OPOSED GRADE PER CONSTRUCTION PLAN ++ AND/OR INSTRUCTIONS PER SIDEWALK - 899 SOFT. CLIENT NOT FIELD VERIFIED SOD 4,076 SO.FT. GI UAS'N YI Y'R-SCOTT & ASSOC., INC. -LAND SURVEYORS LCCCNO - I LCG040 - P } PLAT DL. . POINT LIN Luc 5400 E. COLONIAL DR. ORLANDO.• FL J2807 (407)-277-3232 FAX (407)-658-1436 IP. } ncLO TIT. • 1"ICLL fOd1 I@C IRG •POW Or REVERS[ I:URVATIRC PO1 Or CAPOWm CURVAIVlIC NOTES` I. 11If IO/O[RAGIm DOES NERLCY CCRDTY TINT Va SI W YERS TIIE 57AMOM05 Of PRACMf SEr FORM <r Mf FIORIDA OOARD Of ItChL r ICT Lt. ! commCTt HWWCHT RAL . In' IA ./RLR 4396 NA . 013"AOIAL PROfESSplW, SLWIEMR2 A!m ALAPPOlS IN CNAPIM SI-17 FLOIPIDL AOLmOS7RA11YF COOL PLWSUANT IO SLC710N OOI, T1800 STANLS 2. LQ4W L71BOSSm WM SIAPYETDR'S S014110E AND ORP" RALS60 SEAL. IMS SLWWr mAP oR OONES ARE Nor vAUD. KLMON00VP. • VITICSS POOR POINT ar KODOONO CALC J. IMS SLLVW ILLS PREPARED M11 MLC 000R941XIN /1110`14 0 M ME SIRIVEYOR. THREE WY 8E OTHER REMOCT10NS onFiLSCYF!!R iaC. } C LCYLATCO POINT Or C014WACCICNI IRri . PUINAlpLT R[rOlO1CC HONIRICTT ceHlulDISKDa rf. . rnLIS140 rlmR acvAnl9/ 11NT ARECf M6 IROPERIY. 4. NO UlDIIt1Ol01R10 WPA01£YDlIS PNVE RQN IDGIED U/ILESS OMERWISE SNOWH. NA0. L • WILOOLO SCTRAL1t LOQ L MD SURW 6 PROMM FOR ME SOL C SOD= Or MOSC CE "W= IV AND SHMRC NOT 8E RELIED UPON Or ANr 0179M &MFr.. RN 0" CIMUUL r- W 8A RICR-OIWAY RN. • KICNMARK 4SMTHT LL . MSC KARIKC DWOMlOW SHOWN FOR WE LOC10Wl Or IUPROYDWM Pd&V N SMOLW NOr 4C UM TO ROM"MUCr OMNAVW LINES 7. BIRO" ME 84M ASSUMED OITW AND ON MC LINE SHOWN AS BASE DEMAND (BL) UTLL. , DMOIAGC UTILITYAL C"AIMS. A $NOWK ARE BASW ON MAMMA. GWOSTIC 04M or 1029. UN= ontamW NOImI 0. rA'RNIrAIE Of AVDLOMAWN " 450E CLrC } MAIN LINO rCMC VOrC • V000 rE11CC C/ 9 CWCRCTC 9LOCK 20'- 4 ORAWN 9T: LPOIMTOrgRVATUECTAITSCALE - 1' ... P.T. i IOINT Or NGCC st. : MOotu$ nal CERIiFlEO 9Y OATF • ORDER Na - c TN PLOT PUN 08-07-2017 2277-17 CL MONO KMINO I NORTH TH15 BU/ L0lNC/PROPERTY OOFS.NOi UE W?HIN iA.._ THE ESTAGUSHEO 100 MR FLOOD PLANE AS PER 'FIRM• X. GRUSENAI R.LS. / 4714 z ,E X UAP / 12117C 0055 F. JA8! SCOI7; .LS / 4801 DESCRIPTION AS FURNISHED: Lot 298, THORNBROOKE 'PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. i I 1 LOT 297 I SLOT 296 i N 00*10'44 " W , ON 6' PVC FENCE REC. N&O REC. 1/2• I.R. '1\_ 14596 NO I.D. 15• LOT 298 7.0"x3.5' 15 77' ON AC PAD B.S.L. I TYPICAL), — — 5.00' 40.0' l4.73' c COV'D. CONC. Ei I C 13.0' 11.7' 1 5.00' 114.67' W x 8" RECESS FOR I ~ wPOCKETSLIDER I V I R00 Q TWO STORY (0 I in RESIDENCE ct) F.F.=25.42' I . o I q o WLOT299 IIIN18.0' 7 4.60' hL COV'D. c I 1.1' BRICK R1 ON y0 18.0' REC. N&D f4596 N / l I / BRICK 4•(o5 2tD22.0' 5.00' WALK 16' Low E 27.eo'/ 8 P.FZ BRICK P50 38" , J6.23 DR. D89 cl— 1 r R=50.00' L= 78.40' ESMt C= 70.61 ' O.1' 0.5• CB=S 45°06'03" E y N ONL REC. N&D 5' CONC WALK 4596 REC. N&O 14596 S 00*10'44 " E ON LOT AREA CALCULATIONS: 9.58, LOT - 6.620 SO.FT. LIVING - 1,453 SO.FT Rya GARAGE 477 SO. FT. ENTRY = 144 SO. FT. G LANAI - 400 SO.rr. BREEZEWAY - N/A SOFT. RED RO)SL' LA IVE AIC PAD = Y = 25 SOFT. A/C PASOFT. M4 CT I MP ERWOUS a 47.4 so - Fr. UTILITY AND ACCESS R/W) = 3,1J6 SO.Fr. G SOD = 3 484 SOFT. 0 4, A AL LA 1 NS: F OQ R/W = 1,478 SO.rr. Qq PROPOSED FINISHED SPOT GRADE ELEVATION APRON - 55 so -Fr. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK - 831 SO.Fr. Soo V— - PROPOSED DRAINAGE FLOW FRONT - 25' T5T = 592 SOFT. LOT GRADING TYPE A REAR - 15' PROPOSED INFORMATION SHOWN AREA = 8.098 SO.Fr. PROPOSED F.F. PER PLANS - 25.4' SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 625 SO Fl. SIDE CORNER = 10' AND/OR INSTRUCTIONS PER SIDEWALK - 89.9 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN + CLIENT NOT FIELD VERIFIED)SOD - 4 SOFT. CRUSEjVff ' YLTR-SCOTT & ASSOC., INC• - LAND SURVEYORS LCGCND - LEGEND - P • PLAT rDL. • POINT ON LIME 5400 E. COLONIAL OR. ORLAN00, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD tTP. • TYPICAL No IP. . ( R011 Pt[ PRE. • POINT OF PCVERtC CURVATURE 1. ME UNOEIMNED DOES NERM CERTIFY MAT TUBS SURVEY MEETS THE SUNOAROS OF PRACTICE SET TOM Or INC FLORIDA BOARD OF IR. IRON ROD PCC. POIM OF COMP"D CURVATURC PROFESSIONAL SURWM= AND MAPPERS IN CHAPTER W-17 FLOR104 ADARNISTRAIIVC CODE PURSUANT TO SECTION 471027. FLORIDA STATUES CM CONCRETE NNURRICNT RAG • RADIAL 2 UNLESS EMBOSSED WIN SURVEYOR'S SIGNATURE AND ONOINAL RASED SEAL "a SURVEY MAP OR COPIES ARE NOT VAUD. SET I.R. . 1/2• IA../PLR 4"6 N11. MOM -RADIAL J. THIS SURVEY WAS PREPARED FROM MLE INFORMATION FURNISHED TO INC SURVEYOR. THERE MAY BE DINER RM'MUCRONS RCC. . RECOVERED I VP. VITMESS POINT OR EASEMENTS IWr AFFECT MIS PROPERTY - PALS • POINT OF RCGpNNIMO CALG • CALCULATED 1. NO UIOOlCR019No MPROVEYEMS HAVE BED/ LOGIED LIMEYS OMERBISE SNOWN. PO.C. . PpIMt OF coxi CEMCNi PRM • PCOWCMT REFERENCE NORRICNT t • CENVERLOC FIT. . FINISHED FLOOR ELEVATION B. INS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIM TO AND SHOULD NOT BE REMUPON BI ANY ORICR ENTITY. Ms.,) . MAIL L DISK RSL. • BUILDING SCtBACK LINE R. OMENSIONS SNOIIN FOR MHI5 E LOCATIONOFoopw4MCPoemSNOULDmarBf I/SED TO RECONSTRUCT BOUNDARY LINES. R/V RIGNt- OT-WAY RM RCMCHMARK 7. SCARINGS, ARE ILSW ASSUMED DATUM AND ON THE WIC SHOWN AS ELSE BCARWG (BB.) ESMT. EASEMENT R. B. •RASE REARING B, ELEVATIONS, IF SWW ARE BASED ON !ATONAL GEODETIC WIWI OF 1929. UNLESS OMERMW NOTED. DRAIN. •DRAINAGE UTIL. • UTILITY9. COMFICAIE OF AUMON2ARON MO. •b9B. CLFC. • CHAIN LINK FENCE VOFG VOOD FENCE ••. C/ o • CONCRETE DLOCKI SCALE I I• - 20'— DRAWN BY: P.C. POINT OF CURVAIURE PT POINt OF TANGENCY CERTIFIED 8Y: DAB _ ORDER No IESC. DESCRIPTION - R • RADIUS PLOT PLAN 06-07-2017 2277-17 pL ARC • DEL TAENGTM fORMBOARO FOUNDATION/ELEVS. 09-28-17 4158-17 C.S. ECHORD 1n REARING NORTH F'ORMBOARD FOUNDATION/ ELEVS. 10-03-17 4269-17 NORTH nNAL/ELEVS. 02- 28-18 947-18 THIS BUILDING/PROPERTY DOES. NOT UE WITHIN JVC E r'; THF ESTABLISHED t00 )FARFL000PUKEASPERi1RM• R.LS. / 4714 ZONE C MAP / 12117C 0055 F. W1 4801