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432 Rocky Grove Ln
COUNTY OF SEMINOLE l 0170 " IMPACT FEE STATEMENT - 1 v DATE: AuSTATEMENTNUMBER: 17100005 3 3 3 o BUILDING APPLICATION #: 17-10000593 gust 17, 2017 BUILDING PERMIT NUMBER: 17-10000593 3 `i - UNIT ADDRESS: ROCKY GROVE LN 432 21-19-30-510-0000-2900 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: THORNBROOKE PH 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 432 ROCKY GROVE LANE THORNBROOKE PH 4 LOT 290 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A SingleFamily FIRESCUE HoN§Ang 00 1.000 dwl unit 00 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO - WIDE ORD HoN7Ang 5,000.00 1.000 dwl unit 5,000.00 PA LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 RECEIVED BY,,/ Y _\ SIGNATURE: .r / PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORWAPPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** INACOITHAT STATEMENT OF FDUE EES THE SEMOLEUNTYROAD, IRE/RESCUELIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL 32771• 407- 665-7356 PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'SOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Parcel ID Number: ;U-I 9-30- fjg-0000-;L 100 Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. IIt111 I IIe I11! !i!!1 Iliii lilll I111 II11 GRANT 11ALOYi SEI111,40LE COUNTY CLERK OF CIRCUIT COURT & CONF'TROLLER 8K 894S F•3 861 (1P9s) CLERK'S T 2017068698 RECORDED 07/ 06/2017 04:00--09 f•11 RCC010ING FEES $10.00 RECORDED BY hdevora_ 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 A90 Legal Description : Thornbrooke Phase 41 according to the plat thereof, as recorded in Plat Book J( Page74011/of the public records of Seminole County, Florida. Addresses : L4 3A e±LV" & avC. %tf-- Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 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 may be served as provides by 713.13(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 provided in 713.13(1)(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 : Signature of Owner's Agent: 4 Jql n Asa Wright Taylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wright Notary Public DA Clark My commission exIWVF a1VC Jt' • GRANT MALOY Serial No. FF 209168E HE CIRCUIT COURT r ary Signature• t , 1• DCO LEA ,: oaf 0 6 2017 BY DEPUTY CLERK ly known to me. 0• pN' Zp19 al: no REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # /'7, %099 BUILDING PERMIT Min Max Inspect on 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: A122 Le-L4 A, tollf- ELECTRICAL PERMI Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 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 No: JUL 0 6 2017 BY 1- -2-039 Documented Construction Value: $ 10, Fs38ro. f ClIfY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION inECEIVE Application Job Address: 413A IGC4,1 ' I'e71r-C_ L-a^•f, Historic District: Yes No 0 Parcel ID: Al-19-30- SIy -0000- -;4y 0 Residential 5 Commercial Type of Work: New El Addition Alteration Repair Demo Change of Use' Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASF 4 LOT NUMBER: a Q 0 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: d hne , Permits Perm itsPermit ..om Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-0940 Street: 151 SOUTHHALL LANE #200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. jwJ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has v 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 1 y 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 compliance with all applicable laws regulating construction and zoning. s.- S mtureofOwner/Agent DahlJT TAYLOR MORRIS01i QF FINC Print Owner/Agent's Nan signature of N,&w&-:;(ate of Florida D. n COMMISSION b FF 20 tr EXPIRES: June 27, 2019 rr .BondedrnNli oetl4ourySer*" Owner/Agent is JEI 'P t nally Known to Me or Produced ID N/A Type of ID Si azure of Conlraclor/Agent Date JOHN ASA WRIGHT Print Conlraclo g ame Sign• e o -State of Florida Da 17 D. A. CIARK MY COMMISSION 0 FF209108 EXPIRES: IIE 27, 20f9 Contt T`%4011stRXit:il?AwtWally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building o Electrical® Mechanical [J PlUmbing Gas[:]Roof Construction Type: Occupancy Use: Flood Zone: k"St J PT-rAd140 Total Sq Ft of Bldg: 2 'l Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps Plumbing - # of Fixtures Zq Fire Sprinkler Permit: Yes [I No [3 # of Heads APPROVALS: "ZONING: 8 UTILITIES: COMMENTS: ENGINEERING: W-C. -1-7,541 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. Fire Alarm Permit: Yes No E; WASTE WATER: BUILDING: 5FX,2? /7 Revised. June 30, 2015 Permit Application F." JUL 0 6 2017 N 1" tr CITY OF SANFORD BUIL ING & FIRE PREVENTION PERMIT APPLICATION Application No: r? - 2,0 3 r Documented Construction Value: $ a o _` 149 Job Address• '7 IZo C-t L,Q l Historic District: Yes No [aParcelID:./-19-30- Sly -0000- i o 0 Residential 5 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: M Plan Review Contact Person: _Daphne Clark Title: Phone: 407- 7-694 Fax: Email:daphne@RermitsPermitsPrmits.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE #200 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR MU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE OBTAIN RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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: 51b 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 befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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. S' alure of Owner/Agent Da6 7' TAYLOR MORRISOU Of FLORTISA—INC Print Owner/Agent's Na i of roa r wry D. AJAA^ MY COMMISSION 0 FF 209108 EXPIRES: June 27,209gMWlltruBudgetNobtySetrlces Owner/Agent is 11193e nally Known to Me or Produced 1D N/A Type of ID A Si atureofContractor/Agent Date JOHN ASA WRIGHT 7 7 T Print Contracto g ame Sign re o -State of Florida 4Da LAR K EXPIRES: J2 7,2019MCOMMI ONO209108Cont&cWA&ftfi9Yally Known to Me or Produced ID N/A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: A 7 40 ASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application SCPA Parcel View: 21-19-30-510-0000-2900 http://parceldetail.scpafl.org/Parcel Detail lnfo.aspx?PID=2119305100... ProrArty Record Card P Parcel: 21-19-30-510-0000-2900 Owner. TAYLOR MORRISON OF FL INC swo aoou+rv, Property Address: 432 ROCKY GROVE LN SANFORD, FL 32771 Parcel Information i I Value Summary Parcel 21-19-30-510-0000-2900 Owner TAYLOR MORRISON OF FL INC Property Address 432 ROCKY GROVE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name HORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 290 120 lescription LOT 290 THORNBROOKE PHASE 4 PB 81 PGS 70-71 r- 2017 Working Values 2016 Certified Values Valuation Method Cost/Market I Cost/Market Number of Buildings 0 10 Depreciated Bldg Value I ; 0 Depreciated EXFT Value i 1 0 Land Value (Market) 1 $26,050 10 Land Value Ag 10 JusUMarket Value •• 1 $26,050 10 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 12.784 0 P&G Adi s0 0 Assessed Value 13,266 0 Tax Amount without SOH: ;0.00O2016TaxBillAmount $0.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS 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) I $13.266 0 13,266 County Bonds 13.266 ' so, 13.266 Sales Description Date Book Page Amount Qualified Vadlmp No Sales npa atde Sales Land Building Information Permits 1 of 2 11 7/6/17, 11:50 AM A I , ti11377-1 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: 432 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2900 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) OFF CIAL US O LY 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 K The parcel is not in the: floodplain floodway The structure is in the: Elf loodplain 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# 17-2039 Reviewed by: Michael Cash, CFM Date: July 25, 2017 0 1),,, Application for Right -of -Way Use for Driveway, Walkway & Landscape O R Department of Planning & Development Services nfo 300 North Park Avenue, Sanford, Florida 32771www.senroMn.yov 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 15- 7N"BZ$jW 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. Or a a o Ileo. 811bel ly- callUetorerondl4 1. Project Location/Address: c 2. Proposed Activity: )ZrDriveway Walkway Other: 3. Schedule of Work: Start y`MADate C w NW $ iL / Coomplpletion Date - Emergency Repairs I 4. Brief Description of Work: Y V Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installatkxhlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stomhwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or oompletely restore the right-of-way to its previous condition, the City shall, alter appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requesters property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or 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 attonWs 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 Cify' s right-of-way. I have read and understand the above statement and by signing this application I agree to its terns. 1 hereby understand and agree W pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Date: `i—tb — n This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours In advance to schedule a pre -pour Inspection. Pre - pour Inspection by: Date: t. i.i 1 1 ..OffBR i -4ri r• e yn vlJ: v>>."'n S.S. /• ..i> 4a e: ry..:•;:... ..•;... ....^ ... ',.:;.. :; ,..: : 6x as:c.,.;......:.,sY;,c::.,;w:::. .:.>:'soi::i.. <. •.. R` ': si.: .: :.^:,•' s rr... a.,.<.i....,,a,< "..:::s:,$)Y.i.7: :r.. y,•,..,.:' •1::Y'Y, .:.,:d eviewed' ,::..,.... • .i•r::.Y :Y .......:. r...... :.::':::. is i::i .. ..: J.:.:...:..•... ::3:. Y:••: w.•>ias.: wi,::.Y Y•:•.,....•. ...... is i:...... ... ...........5. s..... % ... ....:....:. .. ..:.'. ::'. , , 1/. 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': Y ` .. i; . i,]M` MJ>+• .:> .N:. 0. aoy. e,iiw. w w ROW Use Ddvwmy.pdt RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot290ThornbrookeDarlingtonAGRE Builder Name: Taylor Morrison UILo Street, L4 3 pL C rwc.Lo+ Permit Office: 2City, State, Zip: FL, SiCity, Permit Number:#Tl O 3 9 FOR1DSA Owner: Jurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) R 1. New construction or existing New (From Plans) 9. Wall Types(3145.8 sqh.) Insulation Area 2. Single family or multiple family Single-family a Frame -Wood, Exterior R=13.0 1521.00 fta b Concrete Block - Int Insul, Exterior R=11.0 1380.60 fta 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 fta 4. Number of Bedrooms 4 d N/A R= fta 5. Is this a worst case? No 10. Ceiling Types (1509.0 sqft Insulation Area a. Under Attic (Vented) R=30.0 1482.00 fta 6. Conditioned floor area above grade (fta) 2582 b. Knee Wall (Vented) R=30.0 27.00 fta Conditioned floor area below grade (fta) 0 c. N/A R= fta 11. Ducts R fta 7. Windows(367.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Faclor: Dbl, U=0.34 295.74 fta b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72 00 fta 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER.16.00 c. U-Factor. N/A fta SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Faclor: N/A fta a. Electric Heat Pump 21.8 HSPF:9.00 SHGC: b. Electric Heat Pump 21.8 HSPF:9 00 Area Weighted Average Overhang Depth: 3.432 ft Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap- 50 gallons 8. Floor Types (2582.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467,00 fta b. Conservation features b. Floor Over Other Space R=0.0 1102,00 fta None c. other (see details) R= 13.00 fta 15 Credits Pstat Glass/Floor Area: 0.142 Total Proposed Modified Loads: 64.16 PASSTotalBaselineLoads: 76.76 1 hereby certify that the plans and specifications covered by Review of the plans and tIRE STgT this calculation are in compliance with the Florida Energy Code. - specifications covered by this calculation indicates compliance v sZZ,60.0 J, Florida Energy OwiththeCode. PREPARED BY: h'ti"'L4 Before construction is completed DATE: 6/12/1.7 this building will be inspected for a compliance with Section 553.908 1 hereby certify that this buildin as designed, is in compliance Florida Statutes. C0p,0 with the Florida Energy Code OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: .2g 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. 6/12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title- Lot290ThornbrookeDarlinglon Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # Owner: Total Stories: 2 Block/SubDivision: of Units- 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison 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 J 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 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 13 ft° 19 0 0 1 2 Slab -On -Grade Edge Insulatio 1st Floor 147 9 R 0 1467 ft' 0.49 0 0.51 3 Floor Over Other Space 2nd Floor --» ---- 1102 W 0 0 0 1 ROOF V Roof Gable Roof Solar SA Emill Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 W 370 W 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 1480 ft° Y N 6/12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FARM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Knee Wall (Vented) 1st Floor 30 Batt 27 ft° 0.11 Wood 2 Under Attic (Vented) 1st Floor 30 Blown 13 ft' 0.11 Wood 3 Under Attic (Vented) 2nd Floor 30 Blown 1469 ft° Oil Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Oml To Wall Type Space R_Value-Ft-In-Et-In Area-R_Value_Fraction-Absor._Grade%_ 1 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft' 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 11 53 0 9 4 494.7 ft° 0 0 0.6 0 3 SE Exterior Concrete Block - Int Insul 1st Floor 11 4 11 9 4 45.9 ft' 0 0 0.6 0 4 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul 1st Floor 11 5 6 9 4 51.3 ft° 0 0 0.6 0 6 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft° 0 0.23 06 0 7 N Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 508 7 W 0 0 0.6 0 8 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft° 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul 1st Floor 11 30 0 9 4 280.0 ft° 0 0 06 0 10 Garage Frame - Wood 1st Floor 13 26 2 9 4 244.2 ft' 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood 1st Floor None 25 2 7 8 20.7 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 034 0.31 6.0 ft° 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 S 1 Vinyl Low-E Double Yes 0.34 0.31 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 2 Vinyl Low-E Double Yes 0.34 0.31 5.0 ft' 1 ft 0 in 11 ft 8 in Drapes/blinds None 4 S 2 Vinyl Low-E Double Yes 0.34 0.31 19.3 ft° 1 ft 0 in 11 ft 8 in Drapes/blinds None 5 SE 3 Vinyl Low-E Double Yes 034 0.31 23.3 W 9 ft 6 in 0 It 4 in None None 6 e 4 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft' 1 ft 0 in 1 It 0 in Drapes/blinds None 7 N 6 Vinyl Low-E Double Yes 0.34 0.31 30.0 W 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 N 7 Vinyl Low-E Double Yes 0.34 0.31 38.9 ft7 1 ft 0 in 11 ft 8 in Drapes/blinds None 9 W 8 Vinyl Low-E Double Yes 0.34 0.31 30.0 W 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 w 8 Vinyl Low-E Double Yes 0.34 0.31 40.0 ft7 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 w 9 Vinyl Low-E Double Yes 0.34 0.31 58.3 ft' 1 ft0 in 11 ft 8 in Drapes/blinds None 12 W 9 Vinyl Low-E Double Yes 0.58 0.32 72.0 ft' 10 It 8 in 0 ft 0 in None None 6/ 12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-7014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 f z 455 ft' 64 ft 8 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1973.2 108.32 203.72 .2618 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Heat Pump Electric Heat Pump Split Split HSPF.8.9999 21.8 kBtu/hr 1 HSPF:8.9999 21.8 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 kBlu/hr cfm 0.75 1 SEER- 16 25 2 kBtu/hr cfm 075 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubTpe Location EF Cap Use SetPnl Conservation 1 Electric None Garage 095 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # 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 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293.4 ft Attic 6 223 ft2 Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 R Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 6/12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Heating Jan Feb HFeb Mar Mar A rEApr f Ma [X] May [ Jun Jun X] Jul4 ] Jul X] Au Au[ X] Se Sep Oct Oct Nov Nov Dec Dec Ventin Jan Feb Mar X] Apr May [) Jun Jul Aug Se X] 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 6/12/2017 1:16 PM 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* = 84 The lower the EnergyPerformance Index, the more efficient the home. FL, 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 (W) 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: New (From Plans) 9. Wall Types Insulation Single-family a. Frame - Wood, Exterior R=13.0 b. Concrete Block - Int Insul, Exterior R=11.0 1 c. Frame - Wood, Adjacent R=13.0 4 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=30.0 2582 b. Knee Wall (Vented) R=30.0 c. N/A R= Area 295.74 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 72.00 ft' ft' ft' 3.432 ft. 0 312 8. Floor Types Insulation Area a Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Floor Over Other Space R=0 0 1102.00 ft' c. other (see details) R= 13.00 ft' 12. Cooling systems a. Central Unit b. Central Unit 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: ///G Date: 1-G -1 7 Address of New Home: 443.)- P_ 4 C, 1 City/FL Zip: S4^ t Area 1521. 00 ft' 1380. 60 ft' 244. 22 ft' ft' Area 1482. 00 ft' 27. 00 ft' ft' R ft' 6 293.4 6 223 kBiu/ hr Efficiency 25. 2 SEER:16 00 25. 2 SEER:16 00 kBtu/ hr Efficiency 21. 8 HSPF:9.00 21. 8 HSPF•9.00 Cap: 50 gallons EF: 0.95 Pstat OF THE S7q, 0 Cr a 0 wet° 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/ 12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Job: Lot290ThombrookeDarlf... 1 DEL -AIR Manual S Compliance Report Date: 6/4/2014 Noma-Amcommoom ahu 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 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 17632 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.3°F Latent gain: 3465 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 21097 Btuh Indoor RH: 50% Estimated airflow: 840 cfm 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: 18935 Btuh 107% of load Latent capacity: 3773 Btuh 109% of load Total capacity: 22708 Btuh 108% of load SHR: 83% Design Conditions Outdoor design DB: 41.7°F Heat loss: 16338 Btuh Entering coil DB: 69.5°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+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22379 Btuh 1370/6 of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 103% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Jun-12 13:25:07 ZkC wrightsoft` Righl-Suite® Universal 2017 17.0.16 RSU24011 Page 1 IinglonAGRE\Lol290ThombrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E DEL -AIR Manual S Compliance Report moo' m mom° ahu 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 Design Conditions Job: Lot2901rhombrookeDarfi Date: 6/4/2014 By: FJF Outdoor design DB: 92.5°F Sensible gain: 17050 Btuh Entering coil DB: 78.0°F Outdoor design WB: 76.3°F Latent gain: 2925 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 19974 Btuh Indoor RH: 50% Estimated airflow: 840 cfm 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: 17660 Btuh 104% of load Latent capacity: 3305 Btuh 113% of load Total capacity: 20965 Btuh 1050/6 of load SHR: 840/6 Design Conditions Outdoor design DB: 41.70F Heat loss: 13589 Btuh Entering coil DB: 69.0°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+CBX27UH-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 1650/6 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: 840 cfm 3.5 kW 870/6 of load Temp. rise: 13 OF Meets are all requirements of ACCA Manual S. wri htsoft' 2017-Jun-1213:25:07 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 ACCA...IinglonAGRENLo1290ThombrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E 1 Job: LOt290ThornbrOOkeDarli... DEL -AIR Component Constructions Date: 6/4/2014 Nuffmc•111111111 "0 0 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY. SANFOR D. FL 32771 Phone 407-333-2665 Fax: 407-333.3853 Web: WWW.DEL-Al R.COM For: Taylor Morrison Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28ON 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 Ir Btuhnr-' F II'-•F/BUIh Bluh/V etuh Ba,hm= Bluh Walls 12C- Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int Irish, 2" x4" wood firm, 16" o.c. stud 13A-7. 5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int ins 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int Irish Partitions 12C- Osw: Frm wall, r-13 cav ins, 1/2" gypsum board ini fnsh, 2"x4" wood firm, 16" o.c. stud n 461 0.091 13.0 2.58 1186 2.34 1079 e 240 0.091 13.0 2.58 618 2.34 562 s 470 0.091 13.0 2.58 1209 2.34 1100 w 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 470 0.095 7.5 2.69 1263 1.67 783 e 51 0.095 7.5 2.69 138 1.67 86 se 23 0.095 7.5 2.69 61 1.67 38 s 470 0.095 7.5 2.69 1264 1.67 784 w 150 0.095 7.5 2.69 402 1.67 249 all 1164 0.095 7.5 2.69 3128 1.67 1940 w 30 0.032 30.0 0.91 27 2.38 71 223 0. 091 13.0 2.58 575 1.44 322 Windows 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It e overhang (5 ft window ht, 1 ft sep.); 6.67 It head ht s w w all 2A- 2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It w overhang (6. 3 ft window ht, 11.67 It sep.); 6.67 ft head ht all 1010-v: 2 glazing, clr low-e ouir, air gas, vnl firm mat, Or innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.31); 9.5 ft overhang (8 ft window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 If window ht, 1 ft sep.); 6.67 ft head ht 30 0. 340 0 9.62 289 10.6 317 30 0. 340 0 9.62 289 30.4 911 15 0. 340 0 9.62 144 10.8 162 30 0. 340 0 9.62 289 30.4 911 40 0. 340 0 9.62 385 30.4 1214 145 0. 340 0 9.62 1395 24.2 3515 39 0. 340 0 9.62 374 10.6 411 58 0. 340 0 9.62 561 30.4 1769 97 0. 340 0 9.62 935 22.4 2180 23 0. 340 0 9.62 225 8.71 203 6 0. 340 i9CCA+ wrightsoft' Right - Suite® Universal 2017 17 0 16 RSU24011 IingionAGR6Lol29OThornbrookeDadingionAGRE rup Calc - MJ8 House laces E 0 9. 62 58 10.6 63 2017-Jun- 12 13:25:07 Page 1 2A-2ov ,2 glazing, clr low-e ouir, air gas, vnl irm mat, clr innr, 1/4" gap, s 5 0.340 0 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 If overhang (3.17 If window ht, 11.67 If sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl irm mat, clr innr, 1/4" gap, s 19 0.340 0 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 fl head ht 2A-2ovd: 2 glazing, clr low-e ouir, air gas, vnl 1rm mat, clr innr, 1/4" w 72 0.580 0 gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 If overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 21 0.390 0 Ceilings 16CR-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 1483 0.032 30.0 gypsum board int insh Floors 20P-191: Flr floor, irm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 22A-ipl: Bg floor, light dry soil, on grade depth 148 0.989 0 A:./ IC + wrightsoft' Right -Suite® Universal 2017 17 0.16 RSU24011 IingionAGRE\Lol29OThornbrookeDarlingionAGRE.rup Calc = MJ8 House faces E 9.62 48 12.2 61 9.62 185 12.2 234 16.4 1182 16.8 1213 11.0 228 12.0 248 0.91 1343 1.42 2099 1.41 18 0.71 9 28.0 4140 0 0 2017-Jun-12 13 25:07 Page 2 DEL -AIR Component Constructions M ote- w waft un ahu 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 Job: Lot290ThornbrookeDarli... Date: 6/4/2014 By: FJF Location: Indoor: Heating Orlando Intl AP, FL, US Indoor temperature (°F) 70 Elevation: 95 ft Design TD (°F) 28 Latitude: 28°N Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 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 tr BWhm •F M--F/BWh 6Wh/IF Walls 13A-7.5ocs: Blk wall, stucco ext, r-9 exi bd ins, 8" thk, 1/2" gypsum n 470 0.095 7.5 2.69 board int Insh a 51 0.095 7.5 2.69 se 23 0.095 7.5 2.69 s 470 0.095 7.5 2.69 w 150 0.095 7.5 2.69 all 1164 0.095 7.5 2.69 16A-30ad: Knee wall, asphalt shinales root mat. r-30 kw ins. 1/2" w 30 0.032 30.0 0.91 gypsum board int fnsh Partitions Cooling 75 18 50 46.4 Loss Cig HTM Gain 8Wh BWA/IP BWh 1263 1.67 783 138 1.67 86 61 1.67 38 1264 1.67 784 402 1.67 249 3128 1.67 1940 27 2.38 71 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4" 223 0.091 13.0 2.58 575 1.44 322 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft w 58 0.340 0 9.62 561 30.4 1769 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 97 0.340 0 9.62 935 22.4 2180 1OC-v: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, se 23 0.340 0 9.62 225 8.71 203 1/8" thk; NFRC rated (SHGC=0.31); 9.5 ft overhang (8 4 window ht, 0.33 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 5 0.340 0 9.62 48 12.2 61 1/8" thk, NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (3.17 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 19 0,340 0 9.62 185 12.2 234 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" w 72 0.580 0 16.4 1182 16.8 1213 gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 it head ht Doors 11 DO: Door, wd sc type n 21 0.390 0 11.0 228 12.0 248 wri hfiSoffC 2017-Jun-121325:07 AC4A 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 3 IingionAGRE\Lot290ThornbrookeDarhnglonAGRE.rup Calc = MJ8 House laces: E Ceilings 16CR-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 13 0.032 30.0 0.91 12 1.42 gypsum board ini fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 0 28.0 4140 19 z wri htsoft' 2017•Jun•12 13 25 07 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Page 4 IinglonAGRE%Lot290ThornbrookeDartingionAGRE.rup Calc - MJ8 House laces: E 1 1 1' DEL -AIR Component Constructions ahu 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 Job: Lot29OThornbrookeDarll... Date: 6/4/2014 By: FJF Location: Indoor: Heating Orlando Intl AR FL, US Indoor temperature (OF) 70 Elevation: 95 ft Design TD (OF) 28 Latitude: 280N Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 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 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board ini fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) Cooling 75 18 50 46.4 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain n= Bluhmr-IF b-•F/BWh BWMIr Btuh BWhml Bwh n 461 0.091 13.0 2.58 1186 2.34 1079 e 240 0.091 13.0 2.58 618 2.34 562 s 470 0.091 13.0 2.58 1209 2.34 1100 w 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 Windows 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It e overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s w w all 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 If window ht, 1 If sep.), 6.67 If head ht Doors none) Ceilings 16CR-30ad:Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" gypsum board intlnsh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 15 0.340 0 9.62 144 10.8 162 30 0,340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 145 0.340 0 9.62 1395 24.2 3515 6 0.340 0 9.62 58 10.6 63 1469 0.032 30.0 13 0.050 19.0 0.91 1331 1.42 2080 1.41 18 0.71 9 C wri htsoft• 2017-Jun-1213:25:07 AM9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 5 IinglonAGRE\Lot290ThornbrookeDarlinglonAGRE.rup Calc . MJB House faces E r 1 DEL -AIR Pro Summary Job: Lot290ThombrookeDarlf... 1 7 Date: 6/4/2014 Imo • AM t lmmOXM En tire 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 Notes: RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA it •Information Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 22725 Btuh Ducts 7202 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 29927 Btuh Infiltration Method Construction quality Fireplaces 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 23674 Btuh Ducts 11007 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 34682 Btuh Simplified Latent Cooling Equipment Load SizingAverage 0 Structure 4165 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2582 2582 Volume (ft3) 26938 26938 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary Trade n/a Model n/a AHRI ref n/a Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat n/a Equipment latent load 6390 Btuh Equipment total load 41072 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Make n1a Trade rt/a Coil Na AHRI ref n/a n/a Efficiency Sensible cooling 0 Btuh Latent cooling 0 OF Total cooling 0 cfm Actual air flow 0 cfm/Btuh Air flow factor 0 in H2O Static pressure Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0 cfm/Btuh 0 in H2O 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsofft' 2017-Jun-1213:25:07 9 Right-SuileO Universal 2017 17.0.16 RSU24011 Page 1 IingionAGRE\Lot290ThornbroACCAokeDarlingtonAGRE rup Calc = MJ8 House faces E R DEL -AIR Project Summary Job: Lot290ThornbrookeDarli... 1 7 Date: 6/4/2014 HUMD • = 00ttnmo mru ahu 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 Notes: RVSD 211/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA Design 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 Structure 13432 Btuh Ducts 2905 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 16338 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating coolingg Area (ft2 146 1467 Volume (ft3) 13715 13715 Air changes/hour 0.39 0.20 Equiv. AVF (cfm) 89 45 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX-024-230-19 AHRI ref 7045677 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 9 HSPF 21800 Btuh @ 470F 24 OF 840 cfm 0.051 cfm/Btuh 0.30 in H2O Input = 5 kW, Output = 16909 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 13386 Btuh Ducts 4246 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipmenf sensible load 17632 Btuh Latent Cooling Equipment Load Sizing Structure 2627 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3465 Btuh Equipment total load 21097 Btuh Req. total capacity at 0.75 SHR 2.0 ton Cooling Equipment Summary Make Lennox Trade MERIT Cond 14HPX-024-230-19 Coil CBX27UH-024-230'++TDR AH R I ref 7045677 Efficiency 13.5 EER, 16 SEER Sensible cooling 18900 Btuh Latent cooling 6300 Btuh Total cooling 25200 Btuh Actual air flow 840 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wri htsofft' 2017-Jun-12 13 25:07 y 9 Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 IingionAGRE\Lot290ThornbrookeDarlinglonAGRE rup Cak - MJ8 House faces E DEL -AIR Project Summary Job: Lo1290ThombrookeDarli... 1 y Date: 6/4/2014 HEATING .11f111D11nflTMXM ahu 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 Notes: RVSD 211/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA Design 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 9293 Btuh Structure 10288 Btuh Ducts 4296 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none e) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13589 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17050 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 1538 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Coolin none) Area (ft2 111111g Equipment latent load 2925 Btuh Volume (' ft3) 13223 13223 Air changes/hour 0.43 0.22 Equipment total load 19974 Btuh Equiv. AVF (cfm) 96 49 Req. total capacity at 0.75 SHR 1.9 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 OF Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm Air flow factor 0.062 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 30 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri9 htsofft• 2017-Jun-1213:25:07 ACCKRighl- Suile® Universal 2017 17.0.16 RSU24011 Page 3 lonAGRE\ Lol290Thornbro .. IingokeDarlinglonAGRE.rup Calc = MJ8 House faces E DEL -AIR M emmbron Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277`1'hND40 ION6N Gax: 407-333.3853 Web WWW DEL-AIR.COM Job: Lot2907hombrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316.9 1t 147.9 It 3 Room height 9.2 II 93 11 4 Room dimensions 5 Room area 2939.3 112 1470.0 112 Ty Con ction U-value Or HTM Area (119 Load Area (fig Load ner Bluh/IIZ-F) BIuIU02) or perimeter (11) Bluh) or perimeter (it) Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 VII fa 12C-Osw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 491 30 461 0 1186 289 1079 317 0 0 0 0 0 0 0 0 y/-- 13A-7.5ocs 0.095 n 2.69 1.67 508 470 1263 783 508 470 1263 783 11 G y/ 2A-2ov 12C-0sw 0.340 0.091 n a 9.62 2.58 10.58 2.34 39 270 0 240 374 618 411 562 39 0 0 0 374 0 411 0 f 2A-2ov 0.340 a 9.62 30.36 30 0 289 911 0 0 0 0 W 13A-7.5ocs 13A.7.5ocs 0.095 0.095 a se 2.69 2.69 1.67 1.67 51 46 51 23 138 61 86 38 51 46 51 23 138 61 86 38 VI/ 10C-v 12C-0sw 0.340 0 091 se s 9.62 2.58 8.71 2.34 23 491 23 470 225 1209 203 1100 23 0 23 0 225 0 203 0 I;--fG, y/ 2A-2ov 2A-2ov 13A-7.5ocs 0.340 0 340 0.095 s s s 9.62 9.62 2.69 10.58 10.77 1.67 6 15 494 6 13 470 58 144 1264 63 162 784 0 0 494 0 0 470 0 0 1264 0 0 784 2A-2Dv 2A-2Dv 0 340 0 340 s s 9,62 9.62 12.15 12.15 5 19 0 0 48 185 61 234 5 19 0 0 48 185 61 234 12C-Osw 2A-2ov 28-21v 0 091 0.340 0.340 w w w 2.58 962 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 0 0 0 0 0 0 0 0 0 0 0 0 y! LC 13A-7.5ocs 2A-2ov 2A-2Dvd 0.095 0.340 0.580 w w w 2.69 9.62 16.41 1.67 30.36 16.85 280 58 72 150 0 72 402 561 1182 249 1769 1213 280 58 72 150 0 72 402 561 1182 249 1769 1213 W P LD 16A-30ad 12C-Osw 0.032 0.091 w 091 2.58 238 1.44 30 244 30 223 27 575 71 322 30 244 30 223 27 575 71 322 11 DO 16CR-30ad 0.390 0.032 n 11.04 0.91 11.99 1.42 21 1483 21 1483 228 1343 248 2099 21 13 21 13 228 12 248 19C F 2OP-191 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F 22A-Id 0.989 27.99 0.00 1470 148 4140 0 1470 148 4140 0 61 c) AED excursion 127011 12229 Envelope loss/gain 17014 18071 10685 8721 12 a) IMiltration 5711 1809 2748 870 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 6 1380 Appliances/other 2415 2415 Subtotal (limes 6 to 13) 1 22725 236741 13432 13386 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22725 23674 13432 13386 15 Duct bads 32% 46-/- 7202 11007 22% 32-/- 2905 4246 Total room load 29927 34682 16338 17632 2Air required (clm) 1680 1680 1 1840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P. _ rk wrightsoft' 2017 Jun 12 1 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 1 IinglonAGRE\ Lol290ThornbrookeDarhnglonAGRE.rup Calc - MJ8 House faces: E 1' DEL -AIR amro • ar rmmmra Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277Ci PhND4O ION665Fax: 407.333-3853 Web WWW DEL-AIR.COM Job: Lo1290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 2 2 Exposed wall 169.0 It 3 Room height 9.0 It 4 Room dimensions 5 Room area 1469.3 112 Ty Construction U-value Or HTM Area (Its Load Area Load number B1uNllZOF) BIuIVIt2) or perimeter (It) Btuh) or perimeter Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vy f 12C-Osw 2A-2ov 13A-7.5ocs 0.091 0.340 0.095 n n n 2.58 9.62 2.69 2.34 10.58 1.67 491 30 0 461 0 0 1186 289 0 1079 317 0VLG 11 2A-2ov 12C-Osw 0.340 0.091 n a 9.62 2.58 10.58 2.34 0 270 0 240 0 618 0 562Vj/ 2A-2Dv 0.340 a 9.62 30.36 30 0 289 911 W y/ t-G 13A-7.5ocs 13A-7.5ocs 0.095 0.095 a se 2.69 2.69 1.67 1.67 0 0 0 0 0 0 0 0 10C-v 12C-Osw 0.340 0.091 se S 9.62 2.58 8.71 2.34 0 491 0 470 0 1209 0 11001y 2A-2ov 2A-2ov 13A-7.5ocs 0.340 0.340 0 095 s s s 9.62 9.62 2.69 1058 1077 1.67 6 15 0 6 13 0 58 144 0 63 162 0 I{----f( 2A-2ov 2A-2ov 0.340 0.340 s s 9.62 9.62 12.15 12.15 0 0 0 0 0 0 0 0 VN L-fCi 12C-Osw 2A-2ov 2B-21v 0 091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 IL--GG 13A-7.5ocs 2A-2ov 2A-2ovd 0.095 0.340 0.580 w w w 2.69 9.62 16.41 1.67 30,36 16.85 0 0 0 0 0 0 0 0 0 0 0 0 W P L-D 16A-30ad 12C-Osw 0.032 0.091 w 0.91 2.58 2.38 144 0 0 0 0 0 0 0 0 11 DO 16CR-30ad 0.390 0.032 n 11.04 0.91 11.99 1.42 0 1469 0 1469 0 1331 0 2080C F 20P-191 0.050 1.41 0.71 13 13 18 9 F 22A-ld 0.989 27.99 0.00 0 0 0 0 61 c) AED excursion 1472 Envelope loss(gain 6329 9350 12 a) Inlillration 2963 939 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 1 9293 1028E Less external load 0 0 Less transler 0 0 Redistribution 0 0 14 Subtotal 9293 10288 Duct loads 46/* 66/6 4296 6761 r Total room bad 13589 17050 Air required (clm) 840 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c -ora- wrightsoft' 2017•Jun-1213:25,07 P. Right -Suite® Universal 2017 17.0.16 RSU24011 Page 2 IingionAGRE%Lot290ThornbrookeDartingionAGRE.rup Calc = MJ8 House laces: E 1' DEL -AIR rorwo • or eor rwoo Right-J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277 1'PhNDC07333-22665 Fax: 407-333.3853 Web: WWW DEL -AIR COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.9 1t 420 It 3 Room height 9.3 It 93 It heal/cool 4 Room dimensions 17.0 x 15.5 It 5 Room area 1470.0 f12 263.5 IV Ty Construction Or HTM Area (I12) Load Area (Ili) Load number BUu fue F ) Btuh/It2) or perimeter (ft) Btuh) or perimeter (11) Stuh) Heat Cod Gross WP/S Heal Cool Gross N/P/S Heat cod 6 VIl 1 12C-0sw 2A-2Dv 13A-7.5ocs 0.091 0.340 0 095 n n n 0.00 0.00 2.69 0.00 0.00 1.67 0 0 508 0 0 470 0 0 1263 0 0 783 0 0 89 0 0 89 0 0 238 0 0 148y/ 11 G VIli 2A•2w 12C- 0sw 0. 340 0. 091 n a 9. 62 0. 00 10 58 0. 00 39 0 0 0 374 0 411 0 0 0 0 0 0 0 0 0 W yl 2A- 2ov 13A- 7.5ocs 13A- 7.5ocs 0. 340 0. 095 0. 095 a a se 0. 00 2. 69 2. 69 0. 00 1. 67 1. 67 0 51 46 0 51 23 0 138 61 0 86 38 0 0 0 0 0 0 0 0 0 0 0 0 6 V612C- 0sw 10C- v 0.340 0. 091 se s 9. 62 0. 00 8. 71 0. 00 23 0 23 0 225 0 203 0 0 0 0 0 0 0 0 0 2A- 2ov 2A- 2ov 13A- 7.5ocs 2Al2i, 2A- 2ov 0. 340 0 340 0. 095 0. 340 0. 340 s s s s s 0. 00 0. 00 2. 69 9. 62 9. 62 0. 00 0. 00 1. 67 12. 15 12. 15 0 0 494 5 19 0 0 470 0 0 0 0 1264 48 185 0 0 784 61 234 0 0 159 0 0 0 0 159 0 0 0 0 426 0 0 0 0 264 0 0 1 I-- fi C V r 12C-0sw 2A• 2ov 2B- 21v 0. 091 0. 340 0. 340 w w w 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 I-- C C Vj! I--( i 13A• 7.5ocs 2A- 2Dv 2A- 2ovd 0. 095 0. 340 0. 580 w w w 2. 69 9. 62 16. 41 1. 67 30. 36 16. 85 280 58 72 150 0 72 402 561 1182 249 1769 1213 145 58 0 86 0 0 232 561 0 144 1769 0 iW P, 16A- 30ad 12C- 0sw 0. 032 0. 091 w 0.91 2. 58 2. 38 1. 44 30 244 30 223 27 575 71 322 30 0 30 0 27 0 71 0 11D0 16CR• 30ad 0. 390 0. 032 n 11.04 0. 91 11. 99 1. 42 21 13 21 13 228 12 248 19 0 0 0 0 0 0 0 0 CF 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A•Id 0.989 27.99 0.00 1470 148 4140 0 264 42 1176 0 61 c) AED excursion 122291 1 898 Envelope losstgain 10685 8721 2660 3295 12 a) Ir11i8ralion 2748 870 822 260 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants @ 230 6 1380 1 230 Appliances/ other 2415 600 Subtotal ( lines 6 to 13) 13432 133861 3482 4385 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redlslributron 0 0 0 0 14 Sublolal 13432 13386 3482 4385 Duct loads 220/6 321/6 29D5 4246 22% 32'/6 753 1391 r Total room load 16338 17632 4235 5776 Air required (clm) 840 840 218 275 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AM - PP- Wrightsoft- 2017-Jun-12 13:25:07 Right - Suite® Universal 2017 17.0.16 RSU24011 Page 3 IinglonAGRE\ Lol290ThornbrookeDarlinglonAGRE.rup Cali: = MJ8 House faces E 1 DEL -AIR Right-J® Worksheet tttultro• rrww t lteroo ahu 1 DEL -AIR HEATING & AIR 7199NDITIONINg531CODISCOWAY, SANFORD, FL 327hone: 407-333.2665 ax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name mstr bah msir wic 2 Exposed wall 12.0 11 0 it 3 Room height 93 11 heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 12. 0 x 80 It 96. 0 112 6. 5 x 7.5 1a 48. 8 IF Ty Construction U-value Or HTM Area (fig Load Area (112) Load number Bluh/I12-•F) Btuf1/It2) or perimeter (11) Bluh) or perimeter (ft) Stuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 L 2A-2t1v 13A- 7.5ocs 0. 340 0 095 n n O. 00 2. 69 0. 00 1. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ 11 C Vy 2A- 2ov 12C- 0sw 0. 340 0. 091 n a 9. 62 0. 00 10 58 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-7.5ocs 13A- 7.5ocs 0 095 0. 095 a se 2. 69 2. 69 1. 67 1. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tOC- v 12C- 0sw 0. 340 0. 091 se s 9. 62 0. 00 8. 71 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A- 7.5ocs 0.095 s 2.69 1.67 112 112 301 187 0 0 0 0 2A- 2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 T= 12C-0sw 2A- 2ov 2B- 2Iv 0. 091 0. 340 0. 340 w w w 0. 00 0. 00 0. 00 0. 00 000 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 y/ 13A-7.5ocs 0.095 w 2.69 167 0 0 0 0 0 0 0 0 2A- 2ov 2A- 2ovd 0. 340 0. 580 w w 9. 62 16. 41 30. 36 16. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CW P L- D 16A- 3Dad 1213- 0sw 0. 032 0. 091 w 0.91 2. 58 238 1. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1 42 0 0 0 0 0 0 0 0 F 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.99 000 96 12 336 0 49 0 0 0 61 c) AED excursion 8 10 Envelope loss/gain 637 179 0 0 12 a) Infiltration 218 69 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 5 Subtotal ( lines 6 to 13) 855 248 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 855 248 0 5 Duct loads Ino/. 32%- 185 79 M.% 32°/- 0 2 f Total room load 1040 326 0 6 Air required (cm) 53 16 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14M WtrightsOtFt- 2017 Jun 12 1 Right - Suite® Universal 2017 17.0 16 RSU24011 Page 4 IingionAGRBLot290ThornbrookeDarlingionAGRE. rup Calc - MJ8 House faces: E DEL -AIR Right-J® Worksheet rrrmio. w cm rmrmro ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1 PAND4o ION665 Fax 407-333.3853 Web WWW DEL -AIR COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name msir we den 2 Exposed wall 0 It 21.0 It 3 Room height 9.3 It heat/cool 9.3 II heat/cool 4 Room dimensions 5.5 x 35 If 10 x 146 5 It 5 Room area 19.3 112 146.5 112 Ty Construction U-value Or HTM Area (It2) Load Area (fig Load number Bluh/It2-•F) Btuh/112) 1 or perimeter (Il) Btuh) or perimeter (11) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 y/ 12C-Osw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 L i 2A-2ov 0 340 n 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 a 2A-2ov 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 11 y/ 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 f 2A-2Dv 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-7 5ocs 0.095 a 2.69 1.67 0 0 0 0 51 51 138 86 y/ 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 G tOC-v 0.340 se 9.62 8.71 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.OD 0.00 0 0 0 0 0 0 0 0 I- 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 s 2.69 1,67 0 0 0 0 145 125 337 209 2A-2ov 0.340 s 9.62 12.15 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 12,15 0 0 0 0 19 0 185 234 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 O.OD 0 0 0 0 0 0 0 0 2B-21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0 0 0 0 IL- 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ovd 0.580 w 16.41 16.85 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 w 0,91 2.38 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 0 0 0 0 0 0 0 0 F 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-td 0.989 27.99 000 19 0 0 0 147 21 588 0 61 c) AED excursion 10 1 1 40 Envelope loss/gain 0 0 1248 569 12 a) Infiltration 0 0 382 121 b) Room ventilation 0 0 0 0 13 Internal gains- Occupants @ 230 0 0 0 0 Appliances/olher 5 0 Subtotal (Imes 6 to 13) 10 5 1630 690 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1630 690 Duct loads 1 221/6 329/6 0 2 229/6 329/6 1 353 219 r Total room load 0 6 1982 908 Air required (clm) 0 0 102 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A WrightSOft' Righl-Suite® Universal 2017 17.0.16 RSU24011 2017 Jun 12 13 Page 5 IingionAGRE\Lol290ThornbrookeDarlingionAGRE.rup Calc = MJ8 House laces E JDEL-AIR rmw- aremmnraoo Right- J® Worksheet ahu 1 DEL - AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277C1 PhND40 ION66655 Fax. 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name util pwdr 2 Exposed wall 4.0 It 4.0 11 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 5 Room dimensions Room area 4. 0 x 11.5 11 46. 0 112 4. 0 x 11.5 It 46. 0 02 Ty Construction number U- value BluWlt2-* F) Or HTM Bluh/ 112) Area ( ft2) or perimeter (11) Load Bluh) I Area ( fly or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 yl I-- fi 12C- Osw 2A• 2ov 13A• 7.5ocs 0. 091 0. 340 0. 095 n n n 0. 00 0. 00 2. 69 0. 00 0. 00 1. 67 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/ 11 LC y! 2A- 2ov 12C- Osw 0. 340 0. 091 n a 9. 62 0. 00 1058 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W 13A-7.5ocs 13A- 7.5ocs 0. 095 0. 095 a se 2. 69 2. 69 1. 67 1. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tOC- v 12C- Osw 0. 340 0. 091 se s 9. 62 0. 00 8. 71 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl2A- 2ov 2A- 2ov 13A- 7.5ocs 0. 340 0. 340 0. 095 s s s 000 000 2. 69 0. 00 0. 00 1. 67 0 0 37 0 0 37 0 0 100 0 0 62 0 0 37 0 0 32 0 0 87 0 0 54 v I-- fi 2A•2ov 2A- 2ov 0. 340 0. 340 s s 9. 62 962 12. 15 12. 15 0 0 0 0 0 0 0 0 5 0 0 0 48 0 61 0 C12C- Osw 2A- 2ov 2B• 21v 0. 091 0. 340 0. 340 w w w 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 VN 13A-7.5ocs 2A- 2ov 2A- 2ovd 0. 095 0. 340 0. 580 w w w 2. 69 9. 62 16. 41 1. 67 30. 36 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 11---GG W P L- D 16A• 30ad 12C- Osw 0. 032 0. 091 w 0.91 2. 58 2. 38 1. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 0 0 0 0 0 0 0 0 F 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-tol 0.989 27.99 0.00 46 4 112 0 46 4 112 0 61 c) AED excursion 22 11 Envelope loss/gam 212 40 247 126 12 a) IMillration 73 23 73 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 600 0 Subtotal ( Imes 6 to 13) 1285 663 320 149 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 285 663 320 149 loads 22% 32% 62 210 22%32%69 47 f15Duct Totalroom load 347 874 389 197 Air required (cfm) 1 1 18 42 20 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W rilghtsoft- 2017-Jun-12 13,25:07 Righl- SuileO Universal 2017 17.0 16 RSU24011 Page 6 IingionAGRE\ Lol290ThornbrookeDarlingionAGRE.rup Calc - MJB House laces: E DEL --AIR unto • of tromrlotoo Right-J® Worksheet ahu 1 DEL -AIR HEATING & AIR ho ne: 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333.2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot2gOThombrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name family rm dining rm 2 3 Exposed wall Room height 35.0 It 9.3 It heat/cool 100 If 9.3 It heat/cool 4 5 Room dimensions Room area 20.5 x 14.5 It 297.3 1t' 1.0 x 210.0 It 210.0 112 Ty Construction number U-value BtutVitZ•F) Or HTM Btuh/112) Area (119 or perimeter (It) Load Bluh) Area (112) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 11 VL12C-0sw 2A-2ov 13A-7.5ocs 2A-2ov 12C-Osw 2A-2Dv 13A-7.5ocs 13A-7.5ocs 10C-v 12C-0sw 2A-2ov 2A-2ov 13A-7.5ocs 2A-2ov 2A-2Dv 12C-0sw 2A-2ov 2B-21v 13A-7.5ocs 2A-2ov 2A-2Dvd 16A-30ad 12C-0sw 0 091 0.340 0.095 0.340 0.091 0.340 0.095 0 095 0.340 0.091 0.340 0.340 0.095 0.340 0.340 0 091 0.340 0.340 0.095 0.340 0.580 0.032 0.091 n n n n a a e se se s s s s s s w w w w w w w 0.00 0.00 9.62 0.00 0.00 269 269 9.62 0.00 0.00 0.00 2.69 9,62 9.62 0 00 0.00 0.00 2.69 9.62 16.41 0.91 2,58 0.00 0.00 1,67 10.58 0.00 0.00 1.67 1.67 8.71 0.00 0.00 0,00 1.67 12.15 12.15 0.00 0.00 0.00 1.67 30,36 1685 2.38 1.44 0 0 191 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 135 0 72 0 0 0 0 191 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 72 0 0 0 0 514 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 170 0 1182 0 0 0 0 319 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106 0 1213 0 0 0 0 93 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w91 374 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 411 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-G2.69 y! I-(; W t-G y/ 11----(i v I- L2 Y(/ L~-(Ci Vy 1-_-_GG W P LD 11 DO 16CR-30ad 2OP-191 0.390 0.032 0.050 n 11.04 0.91 0.00 11.99 1.42 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 C F F 22A-10 0.9m 27.99 O.00 297 35 980 0 210 10 280 0 61 c) AED excursion 1 1411 1 25 Envelope loss/gain 2846 3049 800 477 12 a) Infiltration 636 201 182 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 0 1 1 230 0 Subtotal (lines 6 to 13) 3482 4170 982 764 Less external load 0 0 0 0 14 Less transfer Redistribution Subtotal Duct bads 1 22% 32% 0 0 3482 753 0 0 4170 1323 22% 329/6 0 0 982 212 0 0 764 242 r Total room bad Air required (cam) 1 4235 1 218 5493 262 1 1194 61 1007 48 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - Old- wrights4aft' 2017-Jun-12 13,25:07 Right -Suite® Universal 2017 17.0.16 RSU24011 PaQe 7 IingionAGRENLo1290ThornbrookeDarlingionAGRE.rup Cak = MJ8 House laces E DEL -AIR Right-J® Worksheet mie•eoirorollmae ahu 1 DEL -AIR HEATING & AIR CPV ol"531 CODISCO WAY, SANFORD, FL 327o4665 ax 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot290ThombrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name pantry kitchen 2 Exposed wall 0 11 19.9 It 3 Room height 9.3 It heat/cool 9.3 If heal/cool 4 5 Room dimensions Room area 6. 0 x 3.5 It 21. 0 It2 1. 0 x 275.8 It 275. 8 It2 Ty Construction U-value Or HTM Area (Its Load Area (w) Load number Btuh/It;°F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/s Heat Cool Gross N/P/S Heal Cod 6 VN 12C-0sw 0.091 n 0.00 0.00 0 0 0 0 0 0 0 0 C 2A•2ov 13A• 7.5ocs 0. 340 0. 095 n n 0. 00 2. 69 0. 00 167 0 0 0 0 0 0 0 0 0 135 0 135 0 364 0 226 vy11 I-( 3 yl 2A• 2ov 12C- Osw 0. 340 0 091 n a 962 0. 00 1058 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 W y/ 13A- 7.5ocs 13A- 7.5ocs 0. 095 0. 095 a se 2. 69 2. 69 1. 67 1. 67 0 0 0 0 0 0 0 0 0 46 0 23 0 61 0 38 I -( a y/ 10C- v 12C- Osw 0. 340 0. 091 se s 9. 62 0. 00 8. 71 0. 00 0 0 0 0 0 0 0 0 23 0 23 0 225 0 203 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A- 7.5ocs 0.095 s 2,69 1.67 0 0 0 0 5 5 13 8 2A• 2ov 2A- 2ov 0, 340 0. 340 s s 9. 62 9. 62 12. 15 12. 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN fC 12C- Osw 2A• 2ov 28- 21v 0. 091 0. 340 0. 340 w w w 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 y/ 13A•7.5ocs 2A- 2ov 2A- 2ovd 0. 095 0. 340 0. 580 w w w 2. 69 9. 62 16. 41 1. 67 30. 36 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 L_(^; W P L- D 16A• 30ad 12C- Osw 0. 032 0. 091 w 0,91 2. 58 2. 38 1, 44 0 0 0 0 0 0 0 0 0 244 0 223 0 575 0 322 11 DO 0.390 n 11.04 11.99 0 0 0 0 21 21 228 248 C 16CR-30ad 0.032 0.91 1.42 0 0 0 0 13 13 12 19 F 20P-191 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-Id 0.989 27.99 0.00 21 0 0 0 276 20 557 0 61 c) AED excursion 10 76 Envelope loss/gain 0 0 2034 987 12 a) Infiltration 0 0 363 115 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/ other 5 1200 Subtotal ( lines 6 to 13) 0 5 2397 2302 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 2397 2302 15 Duct loads 1 22% 32'/6 0 2 22'/0 1 329/6 518 730 Total room load 0 6 2915 3033 Air required (clm) 0 0 150 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft- 2017-Jun-12 13.25:07 14M Right -Suite® Universal 2017 17 0 16 RSU24011 page 8 IingionAGRE\ Lol290ThombrookeDarlinglonAGRE.rup Calc - MJ8 House faces: E DEL -AIR Right-J® Worksheet ar nernm ahu 2 DEL -AIR HEATING & AIR gNDITIQ NIN9531CODISCOWAY, SANFORD, FL 32771 hone: 407.3 -2665 ax 407.333-3853 Web WWW.DEL-AIR COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 2 rm 2 2 Exposed wall 169.0 It 39.5 It 3 Room height 9.0 It 9.0 It heat/cool 4 Room dimensions 14.5 x 15.5 It 5 Room area 1469 3 02 224.8 IP Ty Construction U-value Or HTM Area (It) Load Area (02) Load number Bluh/II2°F) Btuh/119 or perimeter (II) Btuh) or perimeter (It) Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 VN 12C-Osw 0.091 n 2.58 2.34 491 461 1186 1079 86 86 220 200 f 2A-2ov 0.340 n 9.62 10.58 30 0 289 317 0 0 0 0 Vj/ 13A-7.5ocs 0.095 n 0.00 0.00 0 0 0 0 0 0 0 0 G 2A•2ov 0.340 n 0.00 0,00 0 0 0 0 0 0 0 0 11 V/ 12C-0sw 0.091 a 2.58 2.34 270 240 618 562 0 0 0 0 G 2A-2ov 0.340 a 9.62 30.36 30 0 289 911 0 0 0 0 W 13A-7.5ocs 0.095 a 0.00 0.00 0 0 0 0 0 0 0 0 y/ 13A•7.5ocs 0.095 se 0.00 0.00 0 0 0 0 0 0 0 0 T G 10C•v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 s 2.58 2.34 491 470 1209 1100 131 131 336 306 2A-2ov 0.340 s 9.62 10.58 6 6 58 63 0 0 0 0Imo(( 2A-2ov 0.340 s 9.62 10.77 15 13 144 162 0 0 0 0 y/ 13A-7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0 fCa 2A-2Dv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2A•2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 w 2.58 2.34 270 200 515 469 140 110 282 257 l-_-(( 3 2A•2ov 0.340 w 9.62 30.36 30 0 289 911 30 0 289 911 2B-21v 0.340 w 9.62 30.36 40 0 385 1214 0 0 0 0 Vj/ 13A-7.5ocs 0.095 w 0.00 0.00 0 0 0 0 0 0 0 0 2A•2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 L--[ fia 2A•2ovd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 W 16A-30ad 0.032 w 0.00 0.00 0 0 0 0 0 0 0 0 P L--D 12C-0sw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR•30ad 0.032 0,91 1.42 1469 1469 1331 2080 225 225 204 318 F 20P-191 0.050 1.41 0,71 13 13 18 9 0 0 0 0 F 22A-Id 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1472 1292 Envelope loss/gain 6329 9350 1330 2284 12 a) Infiltration 2963 939 693 219 b) Room venfilation 0 0 0 0 13 Internal gams. Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 19293 10288 2023 2504 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9293 10288 2023 2504 Duct loads 1 461% 66/6 4296 6761 461% 66/6 935 1645 r Total room load 13589 17050 2958 4149 Air required (clm) 840 840 183 204 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14M wrlghtsoft• Right-SuileO Universal 2017 17 0 16 RSU24011 2017 Jun 12 13 Page 9 ImgionAGRE\Lot290ThornbrookeDarfinglonAGRE.rup Calc - MJ8 House laces E 1 DEL -AIR Right-J® Worksheet r.n.ro•oreormrrrmrore ahu 2 DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407.333.2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LoMffhombrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name bth 2 bih 3 2 Exposed wall 9.0 It 11.5 It 3 Room height 9.0 11 heat/cool 9.0 It heal/cool 4 5 Room dimensions mRooarea 9. 0 x 6.0 it 54. 0 112 11. 5 x 6.0 It 69. 0 ft2 Ty Construction U-value Or HTM Area (119 Load Area (fig Load number Btuh/IIZoF) Btut1/112) or perimeter (It) Btuh) or perimeter (it) Bluh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cod 6 V I 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 2A- 2Dv 0.340 n 9.62 10.58 0 0 0 0 0 0 0 0 y/ t- G 13A- 7.5ocs 0.095 n 0 00 0.00 0 0 0 0 0 0 0 0 11 2A- 2ov 12C- Osw 0. 340 0. 091 n a 0. 00 2. 58 0. 00 2. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJI 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 W yl I-.- G 13A- 7.5ocs 13A- 7.5ocs 0. 095 0. 095 a se 0. 00 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C- v t2C- 0sw 0. 340 0. 091 se s 0. 00 2. 58 0. 00 2. 34 0 81 0 75 0 193 0 176 0 104 0 104 0 267 0 243 Vjl2A- 2ov 0.340 s 9.62 10.58 6 6 58 63 0 0 0 0 t_- GG 2A-2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 13A- 7.5ocs 0.095 s 0.00 0.00 0 0 0 0 0 0 0 0 2A- Zov 0.340 s 0.00 000 0 0 0 0 0 0 0 0 2A- 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 12C- 0sw 2A- Zov 2B- 21v 0. 091 0. 340 0. 340 w w w 2. 58 9. 62 9. 62 234 30. 36 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 Vy fC; 13A- 7.5ocs 2A- 2ov 2A- 2ovd 0. 095 0. 340 0 580 w w w 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 P L-- O 16A- 30ad 12C- Osw 0. 032 0. 091 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 11 DO 16CR- 30ad 0. 390 0 032 n 0.00 0. 91 0. 00 1. 42 0 54 0 54 0 49 0 76 0 69 0 69 0 62 0 98 CF 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-td 0 989 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1.32 36 Envelope loss/gain 300 283 329 304 12 a) Infiltration 158 50 202 64 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) 1 458 3331 531 368 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 458 333 531 368 15 Duct loads W/o W/o 212 219 46% wo 245 242 Total room bad 669 552 776 610 Air required (cim) 41 27 48 30 Calculations approved by ACCA to meet all requirements of Manual J Sth Ed. AA wrightsoft' Righl-SuileO Universal 2017 17.0.16 RSU24011 2017 Jun 12 3:2255:070 IinglonAGRENLo1290ThornbrookeDarlingionAGRE. rup Calc = MJ8 House faces: E Page DEL -AIR Right-J® Worksheet r aro•.lill raoo ahu 2 DEL -AIR HEATING & AIR 7CPVD0n T3353tCODISCOWAY, SANFORD, FL327o46ax 407-333-3853 web WWW DEL•AIR.COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/ 2014 By: FJF 1 Room name rrn 4 rm 3 wic 2 Exposed wall 28.0 If 7.0 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 14. 0 x 14.0 II 196.0 f12 9.5 x 5.0 If 47.5 ft2 Ty Construction U- value Or HTM Area (fig Load Area (fig Load number Btuh/flZ" F) BIu1Vfig or perimeter (11) Bluh) or perimeter (it) Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heal Cod 6 12C-Osw 2A-2Dv 13A- 7.5ocs 0.091 0. 340 0. 095 n n n 2. 58 9. 62 0. 00 2. 34 10. 58 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 y/ ILi 112A- 2ov 12C- Osw 0. 340 0. 091 n a 0. 00 2. 58 0. 00 2. 34 0 126 0 111 0 286 0 260 0 45 0 45 0 116 0 105 y/ G 2A•2w 13A-7.5ocs 13A.7.5ocs 0.340 0. 095 0. 095 a a se 9. 62 0. 00 0. 00 30. 36 0. 00 0. 00 15 0 0 0 0 0 144 0 0 455 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W LG tOC- v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 s 2.58 2.34 126 111 286 260 18 18 46 42 2A-2ov 2A- 2ov 13A- 7.5ocs 0.340 0. 340 0. 095 s s s 9. 62 9. 62 0. 00 10. 58 10. 77 0. 00 0 15 0 0 13 0 0 144 0 0 162 0 0 0 0 0 0 0 0 0 0 0 0 0 I----( C y/ 2A•2w 2A- 2Dv 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 L_ r^ VN12C-Osw 2A-2ov 2B• 21v 0. 091 0. 340 0. 340 w w w 2. 58 9. 62 9. 62 2. 34 30. 36 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 L C^ y/ 13A- 7. 5ocs 2A•2ov 2A• 2ovd 0. 095 0 340 0 580 w w w 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 C W PLD 16A- 30ad 12C- Osw 0. 032 0. 091 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 11 DO 16CR- 30ad 0. 390 0. 032 n 0.00 0.91 0. 00 1. 42 0 196 0 196 0 177 0 278 0 48 0 48 0 43 0 67 C F 20P•191 0.050 1.41 0.71 0 0 0 0 11 11 16 8 F 22A-IDI 0.989 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 97 23 Erwebpe loss/gain 1038 1318 221 200 12 a) Infiltration 491 155 123 39 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) 1 1529 14731 344 239 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1529 1473 344 239 15 Ducl loads 1 46"/e 66% 707 968 461/6 660% 159 157 Total room bad 2236 2441 503 395 Au required (clm) 138 120 31 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P. wrflghtsoft' Right- SuileO Universal 2017 17.0.16 RSU24011 2017-Jun•12 1P3:25:0age ' IingionAGRE\Lol290ThornbrookeDarlingionAGRE.rup Calc = MJ8 House laces: E 1 DEL -AIR r o- or wmnoso Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 3277r1 PhND4071ON665 Fax: 407-333-3853 Web: WWW DEL -AIR COM Job: Lo1290ThombrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name rm 3 Iofi 2 Exposed wall 24.0 11 11.5 If 3 Room height 9.0 it heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 13.0 x 11.0 It 143.0 112 11.5 x 11.0 11 126.5 112 Ty Construction U•value Or HTM Area (112) Load Area (fI2) Load number BtuWI12-*F) BlulUIV) or perimeter (fl) Btuh) or perimeter (ft) Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 VN 12C-0sw 0.091 n 2.58 2.34 117 117 301 274 104 74 189 172 G y/ ( 3I- 2A-2rn 13A-7.Socs 0.340 0.095 n n 9.62 0.00 10.58 0.00 0 0 0 0 0 0 0 0 30 0 0 0 289 0 317 0 11 2A•2ov 12C-0sw 0.340 0.091 n a 0.00 2.58 000 2.34 0 99 0 84 0 216 0 197 0 0 0 0 0 0 0 0y/ 2A•2ov 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 W y/ 1--(a 13A-7.5ocs 13A-7.5ocs 0.095 0.095 a se 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C-v 12C-Osw 0.340 0,091 se s 0.00 2.58 0.00 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vj/ 2A-2ov 2A-2ov 13A-7.5ocs 0,340 0,340 0.095 s s s 9.62 9.62 000 10.58 10.77 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 C V 2A-2ov 2A•2ov 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 0C v)! I-GG 12C-0sw 2A-ZDv 2B•21v 0.091 0.340 0.340 w w w 2.58 962 9.62 2.34 30.36 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 y/ 13A-7.5ocs 2A•2ov 2A-2ovd 0.095 0.340 0.580 w w w 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 0L f(a W P LD 16A-30ad 12C-0sw 0.032 0.091 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 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C 16CR-30ad 0.032 0.91 1.42 143 143 130 202 127 127 115 179 F 20P-191 0.050 1.41 0.71 1 1 2 1 0 0 0 0 F 22A-Id 0.989 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 149 65 Envelope losstgain 793 1178 593 604 12 a) Irllillralion 421 133 202 64 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) 1 1214 13121 794 668 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redsiribution 0 0 0 0 14 Subtotal 1214 1312 794 668 Duct loads I 46% I%% 561 862 46% of 367 439 r Total room load 1775 2174 1161 1106 Air required (cfm) 110 107 72 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2017-Jun-1213:25:07 Right•Suile® Universal 2017 17.0.16 RSU24011 Page 12 IinglonAGRENLol29OThornbrookeDarlingionAGRE.cup Calc - MJ8 House faces E DEL -AIR Right-J® Worksheet r111 e1. rarorwoo ahu 2 DEL-AIRHEATING& AIR 531 CODISCO WAY, SANFORD, FL 327C NDg07333n26659ax: 407-333-3853 web WWW.DEL•AIR.COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name open to below stairs 2 Exposed wall 35.0 It 3.5 It 3 Room height 90 It heat/cool 9.0 It heat/cool 4 5 Room dimensions Room area 20. 5 x 14.5 It 297. 3 t12 1. 0 x 311 3 If 311 3 It2 Ty Construction U-value Or HTM Area (112) Load Area (112) Load number Bluh/It2-*F) Btuh/It2) or perimeter (11) Btuh) or perimeter (11) Btuh) Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 Vy 12C-Osw 2A- 2ov 0. 091 0. 340 n n 2. 58 9. 62 2. 34 10. 58 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 Vy C 13A- 7.5ocs 0.095 n 0 00 0.00 0 0 0 0 0 0 0 0 11 2A- 2ov 12C- Osw 0. 340 0. 091 n a 0 00 2. 58 0. 00 2. 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy2A- 2Dv 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 W 13A-7.5ocs 13A- 7.5ocs 0. 095 0. 095 e se 000 0. 00 0. 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10C- v 0.340 se 0.00 0.00 0 0 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 32 32 81 74 L--( C 2A. 2ov 2A- 2ov 0. 340 0. 340 0. 095 s s s 9. 62 9. 62 0, 00 10. 58 10. 77 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V613A-7.5ocs 2A- 2ov 2A- 2ov 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 12C- Osw 2A. 2ov 2B- 21v 0. 091 0. 340 0. 340 w w w 2. 58 9. 62 9. 62 2. 34 30 36 30. 36 131 0 40 91 0 0 233 0 385 212 0 1214 0 0 0 0 0 0 0 0 0 0 0 0 13A- 7.5ocs 2A- 2Dv 0. 095 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 2A- 2Dvd 0.580 w 0.00 0.00 0 0 0 0 0 0 0 0 W P LD 16A- 30ad 12C. 0sw 0. 032 0. 091 w O.00 0. 00 0, 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 16CR- 30ad 0. 390 0. 032 n 0.00 0. 91 0. 00 1. 42 0 297 0 297 0 269 0 421 0 311 0 311 0 282 0 441 CF 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-Id 0.989 000 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 432 47 Envelope loss/gain 1362 2712 363 467 12 a) Infiltration 614 194 61 19 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) 1976 2906 424 487 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1976 2906 424 487 15 Duct loads 46% 66% 914 1910 46% 66% 196 320 Total room load 2889 4816 1 621 806 Air required (clm) 179 237 38 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsOft' Right-Suile® Universal 2017 17 0.16 RSU24011 2017•Jun 12 1P3a8e 03 IinglonAGRSLot290ThornbrookeDariingtonAGRE rup Calc = MJ8 House laces: E Duct System Summary Job: Lot290ThornbrookeDarli... DEL -AIR Date: 6/4/2014 ahu 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 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 0.148 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0,120 / 0,120 in H2O 0,148 in/100ft 840 cf m 162 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 den h 1982 102 43 0.195 6.0 Ox 0 VIFx 27.8 95.0 sit dining rm h 1194 61 48 0.196 6.0 Ox 0 VIFx 27.1 95.0 st1 lamily rm C 5493 218 262 0.183 8.0 Ox 0 VIFx 36.2 95.0 sit kitchen h 2915 150 144 0.212 7.0 Ox 0 VIFx 18.1 95.0 stl mstr blh h 1040 53 16 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm C 5776 218 275 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mstr we c 6 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 st3 mstr wic c 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1 pwdr h 389 20 9 0.194 4.0 Ox 0 VIFx 28.6 95.0 st1 util c 874 18 42 0.191 4.0 Ox 0 VIFx 30.9 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 271 291 0.148 534 10.0 0 x 0 VinlFlx st1 sit Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx c wri htsoft• 2017•Jun•1213:25.09 9 Right-Suile® Universal 2017 17 0 16 RSU24011 Page 1 40A IinglonAGRE\Lot290ThornbrookeDarlingionAGRE rup Calc - MJ8 House laces E 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 rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx C wri htsoft• 2017-Jun-1213:25:09 9 Right-Suile® Universal 2017 17.0.16 RSU24011 Page 2 AM' . IinglonAGRENLot290ThornbrookeDarlinglonAGRE.ruD Cale = MJB House laces: E R DEL -AIR Duct System Summary Job: 6/4290ThombrookeDarlf... tOrll nOMM Date: /4/2014 HELM ahu 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 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 0.202 in/100ft 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm 119 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 blh 2 h 669 41 27 0.318 4.0 Ox 0 VIFx 5.5 70.0 blh 3 h 776 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 loll h 1161 72 55 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2408 89 119 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2408 89 119 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 c 4149 183 204 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1775 110 107 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 503 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2236 138 120 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs c 806 38 40 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st2 Peak AVF 213 181 0.202 481 9.0 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 Matt Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx A;,wri htsoft' 2017-Jun-12 13 25 09 9 Right-Suile® Universal 2017 17.0 16 RSU24011 Page 3Z&..IinglonAGRE\Lol29OThornbrookeDarlingionAGRE.rup Calc = MJ8 House laces: E FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot290ThornbrookeDarlingionAGRE Builder Name: Taylor Morrison 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 6/12/2017 1:16 PM EnergyGaugeO 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 O This checklist D A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). D Energy Performance Level (EPL) Display Card (one page) D Mandatory Requirements(three pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) O /f Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct leakage Test Report (usually one page) 6/12/2017 1:15:31 PM EnergyGauge® - USRCSB v5.1 Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot290ThornbrookeDarlingtonAGRE Builder Name: Taylor Morrison Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: Leakage Characteristics CFM(50): ELA: 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 heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: qHE Spq S& a i 6/12/2017 1:16 PM 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 uilding 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2 0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)fkll 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. Rough -in test. Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9 29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. O R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y. inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main 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. 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. p 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. 6/12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 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: 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. D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. D 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 selling. 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 heal 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. 6/12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 1z z Z (V o0 Transfer ducts/lrwes slzed 1n t. C_ 0 N ConybnCe elth Flaabh raR°sntlal kAoIn0 Code - 106024 ).lanced a L l' C1 ReturnAir. e.Ceptlons 1-7. bAdor must provide unrestricted 1 Inch doors to habitable wrsele Li O O ra undercut on 7'Idtchen vent r•)• rooms. SO .all Cap M N M01Rtat U tttU - ipnr Q 1Ot011atreauo1VI M 1 1r1e o 1 eser e- f1/ IdY RDDN 1 r..• wr n {( ;'rm^n''.n Omm N. e 260/ Y_•• N 1 1 r_• al h. 1 1 11 iGwa l'L 4 "1'41% p e / ' Q Nj16.16 µI1 1.11 oomlI1' ate' utstsm eel 8 Fsaoac. d ru I m Q Q 10' ` la r I 12 . Z IeMu _ 10 i r r I8.1 ro • s ` rtJ> ra 16.16 rap u u w 31 N 1 T+ 4 lec 8.4 r - 6 •ur as s.Ie LU LY N IIASIER 9DTE 3 ITf 10.10 ro CO 146 c I S 9 110 O rB_II•R Yr..r l :. NOR Mbe. IS L-'- li--------- 2rt- a-TI d018 rtreaCe0I °M p rw 42X42 A/C SLAB MIN 24 TOM V/Slly 1240V IPII IB. IO g tfern by a UC ll coi v er 2' ROMBLD 2' FROM WALL sc.l:l/9.10 to wall capw/fanm ath duct tutlonewallcapNutone 696RN n Z seas 0 TYPICAL MASONRY WINDOW SCHEDULE N- r LLJ M WINDOW WIDTHS O 0 0 wRmowwLawls O got apw aw pV.,Z 0i Z ow anw Dip DST aw al.w >,w >rw EID law. p J Q r C7 N LI_ Q Q O = Its, asw aw sw H A J H 0 bw a><w r!I yw fG. 6l11YL0Rrs90fAg1ALtepRA FLO Q z 00WUE14VM4LAMllaTvVrP6I IMn ,! TOTALLP wicatsorewomaR89t aR00RRMF7RlIOE 6tspN 1 F N O] V® IWIE Wa•1149Bd.0lR.QIO® LAM! F W > Z a/ i I6/ emm TI F TOTAL R. Q I— cc H Q 7 J O Must have a minimum clearance of 4 Inches around the air handler per the State energy code. All duct has an r=6 Insulation value. m a- J N 10 0 as NZ 0 as d n "Oo g R a IWMUY.I 11 4 Is 1 QQ Q1 4• 11 ei a+e r r-vn e l zO CO Q t 10.6 1 ce120 / 120 10.6 I•cd 12. N 1 55 0ro ee 10.6I1•cd 1a.6I I•cd 6• a. t i W 1 1\ 1 6. X WmCONNI' sm+. YK tusder •61 need to ProvWo o/c duct chsea Dfoi 6s.1 , aB6•. 10.0 jI•cd j age6'12.I2 rap20S22ppE®ROd12 `-ao a 6 16 r.g T' 12.6 1•cd 1 w• WW -I as i 1 Op OW 3 . V-W as ; i o' N o' q 9 WFI wO Q Kam a ste M„c TronsTer ducts/grlllos slzod In Ilp'yI O as mwm comalle Cf •hh FI-Ift R•saontbl •ass 2D TON V/7KV 0240V IPN " IkA*V Cede - M1602/ MI.KW N W le.lo W 3 bath duct Retvrn Ar, ...options 1-a eusd•r p(o tfern by® wse areAW—strIcted 16Kh Z Y as t0 Y'OOf CQp unlarcvt on doors to Iratsa• O unonszws4.•i scale M/e'•1'0' roams. w/Fu n Q 0 wsruuowusa m.nYl wsKalro Nutone 696RNB 0 0 - N Z J J cl CD U Q 0 0 J FQ—A Alt zzRating N m W •• > z G z o iu 3 a O J O 7 Q Cy Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. M EL J 010 0 RECORD COPY TAYLOR MORRISON i THORNBROOKE S.F. DARUNGTON t f f LOT 290 V I IST FLOOR WITH OPT: j SHOWER IN BATH 2 2ND LAV IN BATH 3 J LAUNDRY TUB WATER SOFTENER I AA V 3" WASTE STACK FROM 2ND TERMINATING TO THE 1ST FI 039 5 vIrR fu 1 Vjf l i .. v sr lip 4 4f, Pow ctrr g.:X,4u TAYLOR MORRISON THORNBROOKE S.F. DARLINGTON LOT 290 2N0 FLOOR WITH OPT: SHOWER IN BATH 2 2N0 LAV IN BATH 3 _ LAUNDRY TUB WATER SOFTENER 3" WASTE STACK FROM 2ND FLOOR TERMINATING TO THE 1Si FLOOR 11(., , Lo,v 60J r - t r A K5 RECORD COPY DESCRIPTION AS FURNISHED: Lot 290, THORNBROOKE PHASE 4; as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: 5.33' 5.33' 5,00' W O O O v! A LOT 291 CO 5.00' 5.00' 275.03' PC) DRAINAGE INLET AS SCALED FROM DRAINAGE PLANS NOT FIELD VERIFIED) Taylor Morrison of Florida, Inc. LOT 305 I I N 00° 10' 44" W 40.00' LOT 290 79.80, 19.80' 20.67' D-3.0'T73.0' AC 1s.r 14a' 5.00' COVERED 1\ i PATIO O1 PROPOSED RESIDENCE O MODEL: DARLINGTON-A p O 2 CAR GARAGE RIGHT p O N A 00 LOT 289 5.0' C'IIR!r DATE (_I_I__ c ENTRY 8.7' Ok to construct single family home o with setbacks and impervious area shown on plan. 21.3' 5.00, 16' DRNE 25.20' 25.20' T110UT L. ESMT. 5' CONC. WALK 3' FLARES ON LOT AREA CALCULATIONS: LOT - 4,800 SO.FT. B. B.)S' OOD 10' 44" E LIVING - 1,467 SOFT. 40. 00' GARAGE - 455 ENTRY = 71 SOFT. SOFT. LANAI = 139 SO. FT. R 0 CKY CR 0 VE LANE BREEZEWAY SO. FT. 403 DRIVEWAY403SOFT. 50' RIW) TRACT I AICPAD - 18 SO.FT. UTILITY & ACCESS R/W WAL WALKWAY - 70 IMPERVIOUS- 54.6 SOFT. x 2. 623 SOFT son = 2 177 so FI. OQ Q PROPOSED FINISHED SPOT GRADE ELEVATION ON - 110 SOFT. PER DRAINAGE PLANS BUILDING SETBACKS: PLOT PLAN ONLY* SIDEWALK = 200 SOFT. h PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) SOD - 130 SOFT. LOT GRADING TYPE A + REAR - 15' PROPOSED INFORMATION SHOWN AREA - 5,240 SOFT. PROPOSEDF.F. PER PLANS - 23.9' SIDE = 5.0' BASED ON SUPPLIED PLAN DRIVEWAY = 513 SOFT. PROPOSED GRADE PER CONSTRUCTION PLAN SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK - 270 SO.FT. CLIENT NOT FIELD VERIFIED SOD - 2,307 SOFT. CRUSETNiffEi R-SCOTT ASSOC., INC. - L AID SURVEI YORFSI LEGEND - LCGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 vPLATPDL • POINT ON LINE TYR. • TYPICAL N07E3T rIP. FIELD IRONRIPE PAL • PONT Dr REVERSE CURVATUIC 1. THE UNDERSIGNED DOES HEREBY CERTIFY TWT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORM BY THE FLORIDA BWRD OF IR. CAIRON ROD P.C.C.POINT OF COIOUWD CURVATURE CONCRETE NORIMENT RAM RADIAL PROPESS101ft SURVEYORS AND MAPP01S W CHAPTER W-17 FLOVDDA AOJ1WW1RATIVE CODE PURSUANT TO SECTION 472.027. FLORICA SIATUCS SET IJ. 1/2' 1R /ILI 4396 NA. NON -RADIAL 2. MESS EMBOSSED WRN SURVEYOR'S MATURE AND ORAM4. RALSED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. REC. RECOVERED W.P. • VITNESS POINT 3. THIS SURVEY WAS PREPARED FROM I1RC WFCRWIIGH FURNISHED TO INC SURVEYOR. THERE MAY OE OTHER RMIUCTIONS P. D.R. aWT Or PEGBRo'.G CALL • CALCULATED OR EASGKEMS TTNr AFFECT THIS PROPERTY. P. O.C. Pallor DF CGXMXNCCNCNI PAX • PERIWCHT REFERENCE NOINNENT 4. NO UNDERGROUND IMPAON]IC1II5 NAYS BEEN LOCATED UNLESS OTH[RWISE SHOWN. C CEHTCRLI E FF. • FINISHED FLOOR CLEVAT1Oo S. DO SURVEY IS PREPARED FOR THE SOCL BENEFIT OF INOSC CERTIFIED TO AND SHOULD NOT BE ftVW UPON BY ANY OTHER ENTITY. NLD P/WRK NAILRDISK034LBUILDINGSCTVACK LINO RIGHT- OI-VAT 'ALOX BENCVASE 0. DIMENSIONS ROM FOR ?Or LOCATION OF OIPROVEMENTS HIREO.N SHOULD NOT DE USED TO RECONSTRUCT LiOUNWRY UNCS ESNs. MAR EASEMENTR.R. VASE FARING 7. BEARINGS, ARE 64SEO ASSUMED WTUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN DRAINAGE S. ELEVATgNS. IF SHOWN, ARE BISED ON FM110UL GEOOEIIC DA1VM W 1929, 11/4lCSS OTHERWISE Np7Ep. UTIL. U7ILITY P. CERMCATE OF AUFMOR7ATION N+, 46PP, CLfC. CHAIN LINK rENCC varr_ t/ D VDOD FENCE CONCRETE SCALE I 1' - 20'-1 DRAWN BY. ••• P. 7. OESt. CLOCK CURVATUREPOINTONCTDiPOINT Or TANGENCY DESCRIPTION CER11FlE0 BY: DATE ORDER No. _ R LRADIUS ARELENGTHPLOT PLAN 03-10-17 1060-17 D CCHORD R. DELTA" CHORD REARING REVISED PLOT PLAN 05-31-17 REVISED PLOT PLAN 08-02-17 NORTH THIS BUILDINC/PROPERTY DOES NOT LIE WITHIN - •-- I- ' THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOM X. CRUSENMEIER. R.LS. 4714 ZONE ' X" MAP / 12117C 0055 F. JAMES W. SCOTT, R.LS 1 48 RECORD COPY i L 4sT eeE ciea. ese zvices,rte. 2153 Prender Row Orlando, FL 32809 407-812-1822 Fax 407-812-7171 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 0) BUILDER TAYLOR MORRISON HOUSE PLAN DARUNGTON 2585 SQFT GENERAL LIGHTING X 3 VA PER SQ FT 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA LAUNDRY CIRCUIT AT RANGE AT NAME PLATE RATING OR COOKTOP AND OVEN WATER HEATER DISHWASHER CLOTHES DRYER DISPOSAL (113 HP) FIRST 10 KVA OF GENERAL LOAD AT 100% 17-20-39 IJ\LDIIVG. SANFORD FPAR 7755 VA 3000 VA 1500 VA 12000 VA 4500 VA 1200 VA 5000 VA 246 VA VA VA SUBTOTAL OF GENERAL LOAD 35201 VA 10000 VA REMAINDER OF GENERAL LOAD AT 40% 25201 VA x . 4 10080 VA TOTAL NET GENERAL LOAD 20080 VA 2 TON HEAT PUMP #1 16.5 AMP X 240 VA = 3960 VA 2 TON HEAT PUMP #2 16.5 AMP X 240 VA = 3960 VA 5 KW ELECTRIC HEAT AT 65° 3250 VA 5 KW ELECTRIC HEAT AT 65% 3250 VA NET GENERAL LOAD 20080 VA NET TOTAL HEAT --- 7ir20 VA TOTAL LOAD 34500 VA CALCULATED LOAD FOR SERVICE 34500 VA 1240 V= 143.75 AMP 150 AMP SERVICE Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: TB0290 - RECORD COP MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Taylor Morrison Project Name: TB0290 Model: Darlington Lot/Block: 290 Subdivision: Thornbrooke 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: 37.0 psf Floor Load: 55.0 psf This package includes 59 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date I No. I Seal# I Truss Name I Date 1 1 T10650571 I C01 3/15/17 118 IT10650588IF16 3/15/17 12 I T10650572 I CO2 1 3/15/17 119 I T10650589 I HR01 1 3/15/17 1 13 I T106505731 F01 1 3/15/17 120 I T106505901 HR02 1 3/15/17 14 I T10650574 I F02 1 3/15/17 121 1 T10650591 1 HR03 13/15/17 1 5 IT10650575IF03 3/15/17 22 T10650592 1 HR06 3/15/17 1 6 IT10650576IF04 3/15/17 23 IT10650593IJ01 3/15/17 7 IT10650577IF05 3/15/17 24 IT10650594IJ02 3/15/17 18 I T10650578 I F06 1 3/15/17 I25 I T10650595 I J03 13/15/17 J 19 I T10650579 I F07 1 3/15/17 126 I T10650596 I J04 1 3/15/17 1 10 IT10650580IF08 3/15/17 27 IT10650597IJ05 3/15/17 Ill I T10650581 I F09 1 3/15/17 128 I T10650598 I J06 1 3/15/17 1 112 I T10650582 I F10 1 3/15/17 129 I T10650599 I J07 1 3/15/17 1 113 I T10650583 I F11 1 3/15/17 130 I T10650600 I J08 1 3/15/17 I 114 1 T10650584 F12 1 3/15/17 131 I T10650601 I J09 1 3/15/17 I 15 T10650585 F13 3/15/17 132 IT106506021ilo 3/15/17 16 T10650586 F14 3/15/17 33 IT10650603IJ11 3/15/17 17 IT10650587IF15 3/15/17 134 IT10650604IJ12 3/15/17 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: Albani, Thomas 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. 0\01/va SANFORD A, a17 2039 11i rNN300ATEF ij,'i i O R t O. 0N,. NAL Thomas A Albanl PE No.39360 Welt USA, Inc. Ft. Ced 6634 6904 Parke East Blvd. Tampa FI. 33610 Date: March 15,2017 Albani, Thomas 1 of 2 RE: TB0290 - Site Information: Customer Info: Taylor Morrison Project Name: TB0290 Model: Darlington Lot/Block: 290 Subdivision: Thornbrooke Address: City: Sanford State: Florida No. I Seal# JTruss Name Date 35 IT10650605IJ13 3/15/17 136 I T10650606 I J 14 1 3/15/17 I 137 I T10650607 I J15 1 3/15/17 1 138 I T10650608 I J22 1 3/15/17 1 139 I T10650609 I J23 1 3/15/17 I 140 1 T10650610 I R01 1 3/15/17 1 141 1 T10650611 1 R02 1 3/15/17 1 142 1 T10650612 I R03 1 3/15/17 143 1 T1 0650613 1 R04 1 3/15/17 1 144 1 T10650614 1 R05 1 3/15/17 1 145 1 T10650615 I R07 1 3/15/17 I 146 1 T1 0650616 1 R08 1 3/15/17 147 1 T1 0650617 1 R09 1 3/15/17 J 148 1 T1 0650618 1 R 10 1 3/15/17 1 149 1 T10650619 1 R 11 1 3/15/17 150 1 T10650620 I R12 1 3/15/17 1 151 1 T10650621 1 R13 1 3/15/17 1 152 1 T10650622 1 R14 1 3/15/17 I 153 1 T106506231 R 15 1 3/15/17 1 154 1 T106506241 R20 1 3/15/17 1 155 1 T10650625 I R21 1 3/15/17 J 156 1 T1 0650626 1 RF01 1 3/15/17 1 157 1 T106506271 RF02 1 3/15/17 1 158 I T106506281 V01 1 3/15/17 I 159 I T106506291 V02 1 3/15/17 2 of 2 Job Truss Truss Type ty 131.Jb T10fi50571 T80290 CO1 GABLE 1 550pt Reference (opbonal) o wea rnsawu,ce. ,arya, r,am Y. r,v„w uuaoo a opal ,. raya 1 I D:ZI7yaclf3rgf5yObDEG6Buz0U16-rMeE 1 JNONHmp_2iGhGyANf9pa0moaZJMWs2gzaliq o 1) (8 0148 Scale = 1:25.5 1 2 3 4 5 630 = 7 a 9 10 11 12 13 Za 27 26 25 24 23 22 21 20 19 18 17 16 30 = 30 99 29 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(fL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 17 n/a Na BCDL 50 Code FBC2014/TPI2007 (Matrix) Weight: 79 lb FT = 20%F, 119cE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0.0 oc pudins, except BOT CHORD 20 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid calling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3(Ilal) REACTIONS. All bearings 15-6-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16, 15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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) "Semi -rigid pitchbreaks with fixed heels" Member and 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 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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- Ved/y dat ign pammefon and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M67473 rw. 1093101S BEFORE USE Design valid for use only with Mllek® connectors. this design Is based only upon parameters shown. and Is lot an Individual building component. nol o huss system. Before use. the b uilding designer must verify the applIca1ApN of design patarneters and "opotly Incorporate thisdesign Into the over,, building design. Bracing Indicated Is to prevent bucah,g of Individual tons web and/or chord members only Additional lemtorary aid Wmanent txocbV WOW Is always reAdred for stablitiy and to rAevenl collapse with possible personal Injury and prc >erly damage. for general guidance regarding the fabricalkxl, storage, delivery. erecikrl and lrocing of trusses and hrrss sysfoms, swANSI/iPll Quality Criteria, DSB-89 and SCSI Wilding Component 6904 Parke East Blvd. Safety Information ovalt,ble from Truss Plate InsOlute, 218 N. Lee Sheet, Suite 312, Aloxandria, VA 22314. Tempo, FL 33610 Job T rush Truss Type 0y Ply T10650512 T80290 CO2 Floor Truss 1 t 755324002 Job Refererce (optional) cumem rublpource. r arrga. rom terry, rKrMa J DD i8 1 2 3 4 1e 0 e 17 t D+v• W. rr cvw mn es mausr wa.— ..e I D:Zl7yacft3rgf 5yObDEG6BuzOUf6•JZCc E luXBgPdO7YFF_C VVOwuxDwdV Fq)XOG PaGzaltp Scale = 1:17.0 5 6 7 a 16 15 14 13 12 11 10 9 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2014/TPI2007 Matrix) DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) We - n/a 999 Horz(TL) 0.00 9 n/a n1a Weight. 45 lb FT = 20%F, 110%E LUMBER- BRACING - TOP CHORD 20 SP No.2(tlal) 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. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 9-0-7. lb) - Max Grav All reactions 250 lb or less at joint(S) 16. 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) - Max. Comp./Max. 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 10.0-0 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. 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 . Vadly dodpn poromotors and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MI1,7473 rev. IO!DMIS BEFORE USE. Design valid for trso only with Mllek® connoctois. Ih%design It based only upon parameters sMwn. and Is lot an Individual bolding cornponenl. not a truss system. Before use. tho building doslgnet must verify the appecalliy of deslgrl paiameteis and properly Incorporate this design Into the overall bildirV design. Dochg Indicated Is to prevent budding of IrWlvkfual lom web and/or chord members only Additional lemporary ax1 rAwrKxwnt bating M!Tek' Is always rerytlied for stability and to prevent collgne wtih rowlble pwwwA hjiry arxf property damage. For general guldrnce regatdrrg the labtcatbn. slotago, dellvM. erecilon and bracing of Mrssesand IRm systems, sooANSI/TPII Dually Criteria, DSB-89 and BCSI Butldhg Component 6904 Parke East Blvd. Safely Information ovaliabte tom k as Plate Institute, 216 N. Lee Street. Sulle 312, Alexar sift VA 22314. Tampa, FL 33610 o rubs rubs ype - y Pry T10650573 7B0280 1:01 Floc Trues t tI 75532/003 Job Reference (optional) Budders FirslSource, Tonga. Plant Coy. Ronda =66 0.1.8 H i 2.6.0 i 1-3-0 I 1.50 II 1.Sx3 = 1.Sx3 = 7 640 s Apr 19 2016 M1ek Industries, Inc. Wed Mar 15 08 28:58 2017 Page 1 ID:Zl7yac1f3rgf5yObDEG6Buz0U16-JZCcEfuXBgPdO7YFF_C VVOwlcDl7V95jXDGPaGzaltp 1 5X3 II 1.Sx3 II 2.6.0 0,1 I - 1.26.9 Sx3 II 1.SX3 = 1SXJ= II 1• j II s r Plate 011sets (X,Y)-- 111:G-1.8,Edgel. 112:0-1-8,Edge1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.15 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Verl(TL) -0.20 12-13 >925 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 9 r1/a Na BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 82lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 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. REACTIONS. (lb/size) 14=834/0.7.4, 9=834/0.7.4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1530/0, 3-4=-2021/0, 4-5=-2021/0, 5-6=-2021/0, 6-7=-1530/0 BOT CHORD 13.14=0/1191, 12.13=0/1839, 11-12--0/2021, 10-11=0/1839, 9.10=0/1191 WEBS 2-14=-1390/0, 7-9=-1390/0, 7.10=0/539, 6-10=-490/0, 6.11=0/502, 5-11=-293/0, 2-13=0/539, 3.13_ 490/0, 3-12=0/502, 4-12=-293/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 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 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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.' A WARNING- Verfly design peramoton end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rov, 1&0302015 BEFORE USE Design vaikl for ttse only vAlh Mllek®conneclom Ibis design Is based only upon parameters mown. and Is lot an h dIvldttd Iwlding component. not o htiss system. Before use, the "ding designer must verify the applicabllfy of design p namelers and rxopedy Incapgate 11* design Into the over,. IxLding design. Btacing kndkaled Is to Ixevenl buckling of IndivkAsd truss web and/or chord members only. AdcBtkxxi temporary and petmomnl bracing M iTek' is always secoed for stability axl to prevent cdtarne with possible persorvi it*" aid property damage. For gertera qukkme segording the Iabrlcalim storage, delivery. erection and lxachng of tnmesand intss systems, seeANSI/IPII Qualify Criteria, DSB-89 and BCS1 Building Component 6904 Perks East Blvd. Safety Information crVtDablo horn truss Plate hnstIhAe. 218 N. Lee Street, Stlte 312. Ale:andrW. VA 22314. Tampa, FL 33610 o ruse rues ype ty T10650574 T80290 F02 FloorTrusa t 1 755324004 Job Reference (optional) Builders FustSource. Tornpo. Plant City. Florida 33566 0.1.8 H 2-" 1.3.0 15x3 II 1.Sx3 = 1.Sx3 = 7.640 s Apr 19 2016 MTek Industries, Inc Wed Mar 15 08 28:50 2017 Page t 1 D:Zl7yacH3rgf5yObDE G6Buz0U 16-Nm_S?v9y_X U2H7Rphjk2bSxrc67EcOsmg?y7rzalto 1.11.12 2.6-0 011r8= d 1:26.3 1.Sx3 II 1.5x3 II 15-2.12 15.2.12 1.Sx3 II 1.Sx3 = 3x6 = 17 Rap Plate Offsets ().Y)-- 111:0-1-8,Edgel, 112:0-1-8,Edgel LOADING (pst) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Ven(LL) -0.13 10.11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -017 10-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(R) 0.04 9 We n/a BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 82 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2(llat) end verticals. WEBS 20 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 9=814/0-3-8, 14=820/0-7.4 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1497/0, 3-4=-1960/0, 4-5=-1960/0, 5.6=-1960/0, 6.7=-1513/0 BOT CHORD 13-14=0/1168, 12.13=0/1795, 11.12=0/1960, 10-11=0/1806, 9-10=0/1189 WEBS 2.14_ 1363/0, 7.9=-1374/0, 7-10=0/515, 6.10=-464/0, 6-11=-14/453, 5.11=-261/0, 2-13=0/523, 3.13=•474/0, 3.12=-3/464, 4.12=-266/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 3) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 4) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss 5) Recommend 2x6 sirongbacks, 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.' 0 WARNING . Vorlry doetgn perenwten and READ NOTES ON THIS AND INCLUDED rNITEK REFERANCE PAGE M1F7473 rev. 1419Mf6 BEFORE USE Design valid lop use only p41h Mllek®conneclors. this design is based only upon paonelers shown. and Is for an Individual building component, not a buss system. Before use. the I"dlnp designer must vedfy the cgxlllcdAlly of design Ixuamelen and prop oily Incogwrato W& design Into the overall building design. Bracing Indicated Is to txevenl bucaing of Individual buss web aril/or chord members only. Additional temporary and permrnent bsocong M!Tek' Is always sec"od for sluMllly and to prevent colluixe wlfh possible personal Injury and property damage Fos general guldcme regarding the fabrication, slorage, delivery. erecllon and bracing of busses arxt Inns systems soeANSVTPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Porke East Blvd. Solely Information avtllablo from buss Plate IrullNte. 218 N. Lee Street. Sullo 312, Alexandria VA 22314. Tanya, FL 33610 Job Truss truss 1 we y T/0fi50575 T00290 F03 Floor Truss t 1 75532.005 Job Reference (optionaq Budder* RislSource. Tampa, Plant Coy. Florida 33566 7.640 s Apr 19 2016 hook Industries. Inc. Wed Ivor 15 08:28:59 2017 Page 1 I D:Zl7yacH3igf SyObDEG6BuzOUf6-nlm_S?vt)y_XU2H7Rphjk2bSrrc6dEZNsmg?y7rzalto 0.1.8 1 3-0 1 2-6-0 1-11-12 I 26-0 I ONt 1:26.3 1.5x3 II 1.5x3 = 1.50 I I 1.6x3 = 06 = 3x6 = 1.5x3 11 1.5x3 II 3x4 = 4x6 = 1.50 = 16 is Y IKIN III. III Y Y Wit• _` Y II I 01 30 = 4x6 = 30 = 30 = 4x6 = 3x6 = 17 44 22.0 12.5.12 15-2.12 2.9.0 4B-12 2-9.0 Plate Offsets (X,Y)-- 111:0.1.8,Edgel, 112:0.1-e,Edael LOADING (psf) SPACING- 2.0.0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.25 10-11 >723 360 MT20 2"/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Veri(TL) -0.35 10.11 >507 240 BCLL 0.0 Rep Stress Incr NO W B 0.59 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix) Weight: 82 lb FT = 200%F, 11%6E LUMBER- BRACING - TOP CHORD 20SP NOA (flat) TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins, except BOT CHORD 2x4 SP M 31(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. ( lb/size) 9=1201/0.3.8, 14=956/0.7.4 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1323/0, 3-4=-2626/0, 4-5=-2626/0, 5-6=-2626/0, 6-7=-1811/0 BOT CHORD 13.14--0/772, 12-13=0/1870, 11-12=0/2626, 10-11=0/2535, 9.10=0/1033 WEBS 7.9=-1549/0,2-14_ 1191/0,7.10=0/1237,2.13=0/875,6-10=-1149/0, 3-13=-868/0,4-12=-336/0, 3-12=0/1020, 6- 11=-205/525 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 slrongbacks, 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) 523 lb down at 11.3-0 on top chord. The desigNselection 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 (B). 7) ' This manufactured product Is designed as an individual building component. The suitability and use of this component lot 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 i Floor Live (balanced)- Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 9-14=-10, 1-a=-100 Concentrated Loads (lb) Vert: 6=-523(F) WARNING - Verfi7 decfpn pemrmras and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47473 rov. MOM IS BEFORE USE Design valid for use only with Mnelt® connectors. this design Is based only upon parameters shown, and Is lot do Individrxd building component. not a bus Mier n. Belote use, the btildlirg designer must verify the arplkaf:dly of design poamoters and piopedy Incorporate Ihb design Into the overall building design. ®acing Indicated Is to proven) budding of Individual truss web and/or chord members only. Adcliflonal temporary and potmanenl bating M iTek' Is always tec itbod lot slotAlly dud to prevenl collgxe with posMie personal In xy orvJ property damage. Foi geread4 guidance reWdtW the ktbrlcatbn. slotc/ge. dlotNey. erection aloud [lacing of muses ornd truss systems seeANSI/111I1 Cuoily Cdledo, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovdtabte from trim Rote InstlMo. 218 N. Lee Sbeel, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job T russ ruse ype ty T10650576 T80290 F04 Floor Truss I t1" 755324006 Job Reference (optional) ru 1-1.....nya. I.- —r, rvnva uuavv ID:Zl7yacft3 f5yDbDEG6Buz06f6-FxJMfLvnjIiLgRidNPEzap16r10Tbz5F0?KIW18zaltn 0.1.8 F I 2.6-0 2.6.0 1-8-4 1-3-00 0 4 0 sill. = 1:19.9 1.Sx3 II I,Sx3 = 1.5x3 = 30 = 1.5x3 II /.SX3 II 30 = 3x6 II 1 2 3 4 5 6 7 99elN 30 = 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/TPI2007 CSI. TC 0.63 BC 0.62 WB 0,29 Matrix) DEFL. Verl(LL) Vert(TL) Horz(TL) In (Ioc) Well Ud 0.12 11-12 >999 360 0.26 11-12 >501 240 0.03 7 rVa n1a PLATES GRIP MT20 244/190 Weight: 61 lb FT = 20116F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flal) end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 7=595/0-3-8, 12=595/0.7-4 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1031/0, 3-4=-1031/0, 4-5=-1031/0, 5.6=-406/0, 6-7=-416/0 BOT CHORD 11.12=0/784, 10.11=0/1031, 9-10=0/784 WEBS 2.12=-915/0, 2-11=0/369, 7-9=0/615, 5.9=-598/0, 5.10=0/487, 4-10=-273/0 NOTES- (6) 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 of; 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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.' i A WARNING - VmUr dodo. panmaters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11167473 rov. FOWT015 BEFORE USE Design valid for use only vAM Mnek® connectors. Ttls design Is bused only upon paameten shown- and Is lop an lldlvkkttA bulding component. nod a ht8 syslem. Belote use, the IHAldlng deagnot must verity the ol:ltlIcalAlty of design paiamelers and poPeply Incapotale thisdeslgn Inlo Iho oXnalt brdldtng design. ®acing k,dicaled Is to prevent budding of Individual buss web and/ot chmd memlms only Addl0ont9 lernporary and Immanent bracing Is always iw."red for statAlty and to lxevenl collapse wllh POSSmIe Pensantl I'VtW and property (Samage. For genepal gtidatce regading Die MiTek' k lxlcatkrl. storage, delivery. erection and traclog of Intsses anti tpttss systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information avul1c"e nom biter Plate Insl9ule. 218 N. Lee Street. Sidle 312, Alexarxlft VA 22314. Te pa. FL 33610 Job I fuss Truss Type 0 ry Ply T10650577 J7sb 780290 FOS Flow Truss t 1 5324007 Relerenee (optional) Buddere FrrstSource. Tor po. Plant Coy. Florida 33566 2 1 a1.8 H 1 2-6-0 1.Sx3 II 1.Sx3 = 1.5x3 = 30 = 7.640 s Apr 19 2016 KtTek Industries. Inc. Wed Mar 15 08:29:00 2017 Page 1 ID:Zl7yaclf3rgf 5yObDEG6BuzOUf6-Fx)MILvn)IILgRidNPEzap?4TOTmz5Y0?KIWf8zalin 1•10•12 1-3-0 or9 Scale = 1:19.6 1.50 II 1.50 11 1.50 II 3x4 = 1.Sx3 = r1 L0 (S 9 B 3x4 = 30 = 11.4-12i11.4.12 3x6 = 13 4Qp Plate Offsets (XY)-- 18:0-1-8.Edge], (9:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.DO TC 0.72 Vert(LL) 0.15 9-10 917 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) 0.28 9.10 468 240 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.02 7 We We BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 61 lb FT = 20%oF, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD BOT CHORD 20 SP No.2(flat) WEBS 20 SP No.3(flat) BOT CHORD REACTIONS. (Ib(size) 7=60310.3.8. 10=610/0.7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1079/0, 3-4_ 1079/0, 4.5_ 1079/0 BOT CHORD 9-10=0/808, 8-9=0/1079, 7-8=0/827 WEBS 2.10=-943/0, 2.9=0/404, 5.7=-954/0, 5.8=0/499, 4-8=-295/0 Structural wood sheathing directly applied or 6.0-0 oc puffins, except end verticals. Rigid telling directly applied or 10-0-0 oc bracing. 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 WARNWO - Va/Iy dodpn paromoforo and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MLL7473 rov. IMMIS BEFORE USE Design valid for the only with Mllek® connectors. INs design Is Dosed only upon pcaameters shown, and Is lot an IndMdual building cornpononl, rat a buss system. Before Lao, the btAdng designer must verily the app.Cab.11y of design parameters and lxoperly, Incoriwrate this design Into the over,. building design. Bracing Indlcoted a to prevent bucaing of Individual truss web cond/ot chard members orgy. Additional temporary and I)Wmc Lonl bating M iTek' Is always 1wj lred for stability and to rxevont collapse wnh possible personal Injury and properly damage. For general guidance tegcndng It* fabrication storage. delivery. erectkln arid rioting of inrsses and Intss systems seeANSIMI Cua.ty, Criteria, DS111-69 and BCSI Building Component 6904 Parke East Blvd. Sarely Information available Ian Duos Plate InstiMe. 218 N. Lee Sheol, Suite 312. Aloxandda, VA 22314. Tompo. FL 33610 Job T ruse Truss Type ty T1066057a T80290 F06 Flow Tim 1 t 755324006 Job Reference (optional) omroew rnarxwce..orrya, rum .ny, rw.wa oa oo o-1-e H. 2.6-0 2.6.0 1111-8 1-3-0 2-6-0 2-" 1.SX3 II 1.5x3 = 1.Sx3 = 1 28 27 1.5x3 II 1 Sx3 II t.5x3 II 4x6 = 34 FP= 2 3 4 5 6 7 a 9 I D:ZI7yacft3rgfSyObDEG68uz0U16-k7llthwPUboCHbHpx61C70YCxOmU1Ut9E_U3Bbzalim I—" I mo-" Sx3 11 1.Sx3 11 10 11 12 13 2.6-0 r41II B to = 1:52.0 1 Sx3 II 1.5x3 = 1.5x3 = 14 3115 30 29 26 25 24 23 22 21 20 19 1s 17 16 3x6 = 3x6 FP= 4x6 = 11.3-4 29.10.8 n_ w Plate Oltsets (X,Y)-- 118:0-1-8,Edgel,[19:0-1-8,Edge],124.0-1-8,Edgel, 125:0.1-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.19 25-26 >699 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Verl(I-) -0.37 25-26 >361 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.06 16 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 154 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except 1-8: 20 SP No. 1(flat) end verticals. BOT CHORD 20 SP No.2(flat) 'Except' BOT CHORD Rigid calling directly applied or 10.0.0 oc bracing, Except: 16.22: 20 SP No. I(flat) 6-0-0 oc bracing: 24.25,23-24. WEBS 20 SP No.3(tlal) REACTIONS. (Ib/slze) 16=945/0.7-4, 23=1802/0-4-0, 26=498/0-7.4 Max Grav 16=963(LC 7), 23=1802(LC 1), 26=588(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-992/165, 3-4=-992/165, 4-5=-992/165, 5-6=0/1022, 6-7=0/1022, 7.8=-1498/0, 8-9=-1498/0, 9-10= 2306/0, 10-1 1=-2715/0,11-12=-2715/0, 12-13=-2715/0, 13-14=-1855/0 BOT CHORD 25-26=0l774, 24-25=-165/992, 23-24=-443/685, 22.23=0/956, 21.22=0/956, 20.21-0/2007, 19.20=0/2589, 18.19=0/2715, 17.18=0/2273, 16-17=0/1401 WEBS 6-23=-299/0, 2-26— 903/0, 2-25=-206/255, 5-23=-1099/0, 5-24=0/734, 4-24=-444/0, 14-16=-1635/0, 14-17=0/721, 13-17=-664/0, 13-18=0/628, 7-23=-1830/0, 7.21=0/911, 9.21=-863/0, 9.20=0/522, 10.20_ 508/0, 10.19=-66/485, 11-19=-251/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise Indicated. 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 3-10d (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 - Vodfy doa/on paiwiiotom and RE40 NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 1167473 ray. 101132015 BEFORE USE. Design vdl d to use oNy wtih M11eW conneclom This design Is posed only talon paameters shown. and Is for an Individual IxAdblg component, not a truss system. Beloe use, the IxAdW* designor must verily the agxk,bBlty of design paameters and properly hcogwrale "* design Into the over,, building design, aacing trxlk;aled Is to prevent budding of Individual inns web and/or chord membois only. Addtlorxl temporary and pomanenl bracing WOW Is alwoys iw.* red for stutAlly and to prevent collapse with possble personal k#iry and property damage. For generd gtldcme regarding the fabk;albn storogo, delivery. eieclkNl and bracing of inissesand trim systems seeANSI/IPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Satey Information avdlaMe horn him Rate Irulltule, 210 N. Lee Street. Stile 312, AlexaWrlo. VA 22314. Torrgo. FL 33610 Job runs russ ype ty Ply T106 T80290 F07 FlootTruss 1 tI 755324008 Job Reference (optional) 50579 ouY m RIPOVYIVe. IerryO. Iw1Y wy. rgr1Y0 J.Y7oo 0.1.8 H 2-6-0 1 2.6.0 0 1i5-8 i 13-00 1.Sx3 II 1.Sx3 = 1.Sx3 = 1 28 27 26 1 5x3 11 1.Sx3 II 2 3 4 5 Y a MPI lY CV 10 MI I OR wVY5111eS. IYG. -0 MYI li Ve:CY:VC CV 1 / r.V. . ID:ZI7yacff3rgf5yObDEG68uz0U16-CKR741 x t Fvw3vIs0UgGR1E4O4g4DRy71SeEcj 1 zalll 2-6-0 2-6-0 2-3-8 i2-6-0 21— ea1-8 le le = 1:52.0 1 Sx3 II 1. 5x3 = 1. Sx3 II 34 FP= 1.Sx3 II 1.5x3 II 1.5x3 = 6 7 so 10 11 12 13 14 3115 30 m 29 25 24 23 2221 20 19 16 17 16 34 FP= 3x6 = 13. 3.4 + 29.10-8 tPlate Offsets (),Y)-- 118:0-1-8,Edael,119:0-1-8,Edge],124:0-1-8,Edgel, 125:0-1-8,Edge] LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.84 Vert(LL) -0.25 17-18 >784 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Verl(TL) -0.38 17-18 >523 240 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.05 16 r1/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight: 154 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfirns, except BOT CHORD 2x4 SP No.1(Ilat) end verticals. WEBS 20 SP No.3(tlat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: 22-23.20.22. REACTIONS. ( lb/size) 16=826/0.7.4, 22=1796/0.4.0, 26=623/0.7.4 Max Grav16=856(LC 7). 22=1796(LC 1), 26=680(LC 10) FORCES. ( lb) - Max. Comp./Max Ten -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1359/0, 3-4=-1359/0, 4.5_ 1359/0, 5.6= •1006/28, 6-7=0/1040, 7.8=0/1040, 8. 9=-1297/0, 9-10=-1297/0, 10-11=-210510, 11-12=-210510, 12-13— 210510, 13. 14=-1606/0 BOT CHORD 25.26=0/928, 24-25=0/1359, 23-24=0/1262, 22-23=-1541728, 21-22=-87/876, 20. 21 _ 87/876, 19.20=0//727, 18-19--0/2105, 17.18=0/1930, 16.17=0/1228 WEBS 7-22=-262/0, 2-26=-1083/0, 2-25=0/50416-22=-1343/0, 6-23=0/555, 5-23— 539/0, 5.24-- 0/424, 14.16=-1433/0, 14-17=0/601, 13-17=-515/0, 13-18=-39/276, 8-22=-1606/0, 8-20= 0/7l7, 10.20=-743/0, 10-19--0/755, 11.19=-409/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) "Semi - rigid pilchbreaks 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 3-10d (0.131" X 3") 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." WARNING- yaffy dodgn paramoton and READ NOTES ON 7NIS AND INCLUDED WrEK REFERANCE PAGE 1167473 rev. t003MS BEFORE USE. Doslgn valid ( or use only with Nfek®conneclas. fits design Is based only upon patarnelers shown. and Is (or a n hdMduol Ixrlding componwnt. not o Iwss system. Belore use. the btlking designer must verify the cy:qllkablllty of design I:Knamelers and IropeAY Incoq)aole 11* design Into the over" btOding deslgn. ® ochg IncBcoled Is to prevent buckling of Individual truss web and/or chord members only. AddBtlonal temmoryand Immanent bracing MOW is always reciuliedlotstabilityandtopreventcollapsewithpon"o personal trtpny and property dornago. nor generd guld ance regarding the talWalktn storage, delivery. erectlon and brocing of hlrsses and 0trss systems, seeANSI/TPl1 Quality Crlterlo, DSB-89 and BCSI Building Component 6904 Ponke Eost Blvd Safety Information drvdlable kom Irua Plate institute. 218 N. Lee Sbeel. Sufte 312. Alexandria VA 22314. Tempe. FL 33810 Job Truss TrUSS Type 0y Ply T10650580 T80290 FOB FloorTruaa t 1,553240'. Job Reference (optional) a1.a H 2 I 2 1.Sx3 II 1.Sx3 = 1.Sx3 = 1 26 25 24 1.5x3 11 1 Sx3 II 2 3 4 y..." .......... ".. .......o...".. ... .. .. ...".... .... ."... ...... . o ID:Zl7yacit3rgf5yObDEG6BuzOUf6-CKR741x1Fvw3vtsOUgGRIE4OEg4K4yolSova cl.Izalll 1-3-0 1 1.3-0 1-5-5 1-3 0-I11-8 Sc . = 1:52.0 4x6 = 1.Sx3 II 3x6 FP= 1.5x3 II 1.Sx3 II 5 6 7 8 9 10 11 12 13 1.5x3 II 1.Sx3 = 1.5x3 = 2914 23 22 21 20 19 18 17 16 15 34 FP= 06 = 3x6 = 12-10.7 29.10.8 n.n, 28 27 Plate Offsets (X.Y)-- 117:0-1-8.Edltel,118:0-1-8.Edge],122:0-1-8.Edgel. 123:0.1-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.20 23-24 >761 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.36 23-24 >418 240 BCLL 0.0 Rep Stress Inch YES WB 0.48 Horz(TL) 0.06 15 n/a We BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 151 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(Ilat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except BOT CHORD 20 SP No.2(llat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 6-0-0 oc bracing: 21.22. REACTIONS. (Ib/size) 15=853/0-7-4, 21=1791/0.5-11, 24=602/0.7.4 Max Gravl5=893(LC 7), 21=1791(LC 1), 24=651(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1231/0, 3-4=-1231/0, 4-5=-1231/0, 5.6=0/1048, 6-7=0/1048, 7-8=-1491/0, 8.9=-1491/0, 9.10=-2351/0, 10.11=-2351/0, 11-12=-2351/0, 12-13=-1687/0 BOT CHORD 23.24=0/876, 22-23=0/1231, 21-22=-245/646, 20-21 =0/1 039, 19.20=0/1039, 18-1 9=0/1 912, 17-18=0/2351, 16-17=0/2049, 15.16=0/1287 WEBS 6-21=-281/0, 2.24>1022/0, 2.23>38/414, 5-21=-1233/0, 5-22=0/836, 4.22=-351/0, 13.15_ 1501/0, 7-21=-1681/0, 7-19=0/797, 9-19=-768/0, 13-16=0/637, 12-16— 575/0, 12-17— 30/428, 9.18=0/718, 10-18=-276/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) "Semi -rigid pitchbreaks with lixed 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 3-1 Od (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect miss 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- Verify deslyn poromotoro rind READ NOTES ON THIS AND LNCLUDED MIIEK REFERANCE PAGE N11.7473 rev. fW1*015 BEFORE USE Design valid for use only with M1106 connoclors. Ms design Is based only upon parameters shown. and Is for an Irxdivkhtal binding comlonenl. nor a buss system. Before use. the brdldbhg designer must verify the cgA)IIcalbllly of design pmameters and properly Bhc(xporale this design Into the overall NAdIng design. Bracing Inclicated Is to prevent bucMing of Irxllvldual truss wob a cl/ot chord members only. Add clonal lemmary and permanent txocing Welk' Is always required la slat011y ord to prevent collapse with possible personal ln)W arxd rxoperly damage. For general guidance regarding the fabrkollon, storage. dellveq, wocilon and bracing of trusses and lnrss systems, seeANst/IPI I Quality Criteria. DSB-89 and BCSI Butdtng Component 904 Porke East Blvd. SaINy Information avalablo corn bass Plate Instllulo, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 33610 Job T fuss runs ype y T10650581 T80290 F09 FloorTruaa 1 1 Jo53240t1JobReference (opt. ouwnrera n,aravu,cel wrryo. rwm ,ny, rwnvo a.>,00 0.1.8 H 2-6-0 2.6.0 1-1 11.301 2{-0 1.Sx3 II 1.Sx3 = 1.Sx3 = 1 28 27 26 1.Sx3 II 1.Sx3 II 1 SO II 4x6 = Us FP= 2 3 4 5 6 7 8 9 o+v X ,v cv,v m, a„ mvuan va. ,nc. . mv, ,a vo .w < ,, rays , ID:Z17yacl[3rgf5yObDEG6BuzOU16-gW 7VIMylOD2wXvRC2XogCRdZBEOaAO4ShizAGTzaltk 2-2-5i6-0_i 26-0 1 e = 1:52.0 1.Sx3 11 1.Sx3 11 10 11 12 13 14 t.Sx3 II t.5x3 = 1.5x3 = 3115 25 24 23 22 21 20 19 18 17 16 Us = 34 FP= 4x6 = 10.10.7 + 29-10.8 - - - - 30 29 Plate Offsets (X,Y)-- 118:0-1-8,Edgel, 119:0-1-8, Edifel, 124:0-1-8, Edge], 125:0.1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.22 17-18 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.33 25-26 >384 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 HOrZ(TL) 0.07 16 n/a Na BCDL 5.0 Code FBC2014lrP12007 Matrix) Weight: 154 lb FT = 201'V, 1145E LUMBER- BRACING - TOP CHORD 20SP No.l (flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except BOT CHORD 20 SP No.2(llat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. REACTIONS. ( Ib/size) 16=948/0-7-4, 23=1864/0-5-11, 26=434/0-7-4 Max Grav 16=961(LC 7), 23=1864(LC 1), 26=548(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-859/305, 3-4_ 859/305, 4-5=-859/305, 5-6=0/1198, 6.7=0/1198, 7-8=-1307/0, B- 9=-1307/0, 9.10>2187/0, 10.11=-2698/0, 11-12=-2698/0, 12-13=-2698/0, 13- 14=-1851/0 BOT CHORD 25-26=-57l710, 24-25=-305/859, 23-24=-612/563, 22-23=0/728, 21-22=0/728, 20- 21 =0/1 854,19.20=0/2509, 18.19=0/2698, 17.18=0/2267, 16.17=0/1398 WEBS 6-23=-299/0, 2-26=-828/66, 2-25=-290/174, 5-23=-1162/0, 5-24=0(765, 4.24=-45610, 14- 16=-1632/0, 7-23— 1897/0, 14-17=0l720, 13.17=-660/0, 13.18=0/621, 7-21=0/956, 9. 21=-908/0, 9.20=0/562, 10.20=-552/0, 10.19=0/561, 11-19= 316/0 NOTES- ( 6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x4 MT20 unless otherwise indicated. 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 3-10d (0.131' X 3') 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' A WARNING- Vortty dosign penumters end READ NOTES ON THIS AND INCLUDED N/TEK REFERANCE PAGE 0111IF7473 rev. I &P3ROfP BEFORE USE Design valid la use only with IAlleM connoclors. this design Is based orgy upon momelon shown, and Is Ion an Individual building component, not a buss system. Below use, the biding designer must verify the alx)IlcaIAI1y of design paarneters and Iropehy Incottotate this design Into the overall txuDding design. Bracing Indicated Is to rAevenl buctdhtg of Individual tuns web aril/ot chord members orgy Additional Iemporary and penntetenl dating MiTek' Is alwtsys 10%*ed lot stalAtly and to rrevenl colltTze wllh p om"e pursonCB toffy and Iroperty danage. For gen eial gukkrnco iegaiding Me fabrication, storage, delivery, eioction and bilking of Inrsses and huss systems woANSI/1PI I Quality Cdteriu, DSB-89 and SCSI Building Component 6904 Pruke East Blvd Safety Information avdlable hom htm Plate hsstlhlle. 218 N. Lee Sheep, Sutte 312, Alexandria. VA 22314. Tempe, FL 33610 Job russ ruse ype ry ply T10650562 T80290 Flo Flora Truss t tI 1755324012JobReference bona) oueoers vasraource, rorrgo. rrora i,rry, rronoo a.s000 0.1.8 H 2fi-0 1.3-0 2-12 6; 2 29 28 27 r o+v a W ry eV10 mneK rnousrnes, arc. woo mar 1a ve:[e:v+ evi r rope r ID: Zl7yacit3rgf5yObDEG68uz0Uf6.8iZIVizinWAn82OOeFJvlfAtKdnmvg {M b"jlowzaltl 2- 6-0 2SccU Ie = 1:52.0 1. 50 II 1.Sx3 II 4x6 = 3x6 FP= 1.Sx3 II 1.50 II 2 3 4 5 6 7 8 9 10 11 12 13 1. 5x3 11 1. SX3 = 44 = 1 Sx3 = 14 3215 26 25 24 23 22 21 20 19 18 17 16 1. Sx3 II 3x8 = 34 FP= 4x6 = 3x6 = 4x6 = 01- 31 30 Plate Offsets (X,Y)-- 14:0.1-8,Edgel, 119:0.1-8.Edgel, 120:0.1.8,Edge], 126:0-1-8.Edael LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. in (loc) Vdell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Ven(LL) -0.27 20-21 >926 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Ven(TL) -0,43 20-21 >588 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(fL) 0.09 16 n/a rVa BCDL 5.0 Code FBC2014fTP12007 Matrix) Weight: 155 lb FT = 20%F, 119aE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except 1- 8: 20 SP No. 1(Ilal) end verticals. BOT CHORD 20 SP N0.2(flal) 'Except' BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing, Except: 16- 22: 2x4 SP No. 1(flat) 6-0-0 oc bracing: 26-27.25-26,24.25. WEBS 20 SP No.3(ffat) REACTIONS. ( lb/slze) 16=1079/0-7-4, 24=1847/0.5.11, 27=319/0-7-4 Max Uplift27=-38(LC 4) Max Gravl6=1092(LC 7), 24=1847(LC 1), 27=447(LC 3) FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.3=-543/369, 3.4=-543/369, 4-5=0/1059, 5.6=0/1059, 6.7_ 1715/0, 7-8=-2751/0, 8- 9=-2751/0, 9-10=-3500/0, 10.11=-3500/0, 11-12=-3500/0, 12-13= 3019/0, 13- 14=-2171/0 BOT CHORD 26.27=-138/533, 25.26=-369/543, 24.25=-369/543, 23.24=0/1072, 22.23=0/2328, 21- 22=0/2328, 20-21=0/3145, 19-20=0/3500, 18-19=0/3331, 17-18=0/2697, 16-17=0/1614 WEBS 2-27=-623/161, 4.24=-1160/0, 2-26— 356/15, 14-16=-1883/0, 6.24=-2114/0, 6- 23=0/1060, 7-23=-1015 0, 7-21=0/702, 9.21=-660/0, 14-17=0/886, 13-17=-835/0, 13- 18=01511, 12-18=-496 0, 12-19=-132/554, 11-19=-280/17, 9-20=0/688 NOTES- ( 7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint 27. 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 3-1Od (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.' A WARNING- Verily deign poremotors and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE U04,973 rev. I&MMI5 BEFORE USE Design valld for use only vAth Mllek® connectors. lads design Is based only upon parameters shown- and is Io an Individual building component. nor wt obusssysiwm. Below use, the IxAdktg designer must verity the applkabBry of design ixyamelers and rxopedy hcogorale 1111s design Into the overall IxHdhg design. Brachg hdlcafed Is to prevent twcldlng of indNkfual truss web and/or chord members only. Additional temporary and rxmnanent Ixacbtg WOW Is always ioquired for sIMUlly anti to prevent collapse wilh possMe ptnsorO srpay and propwny dornage. For (general {guidance regarding the kAxIcolkxl, storage. delivery, etecllon and Lxcx:lrlg of busses and truss systems seoANSUTPll Quality Cdlerlo, DSB.89 and BCSI Bulkling Component 6904 Parke East Blvd. Safety IMormatlon available from bus Plate Institute. 218 N. Lee Street. Sidle 3 1 Z Alexandria. VA 22314. Tampa. FL 33610 Job runs Truss Type ry Tt0650583 T80290 FtI Floor Truss 1 1 75532e0t3 Job Reference (optional)_ ouaoe a raarawme, ,a..qe. rwm vur, r,wnro uu000 0.1.8 W 21— —" —I 1I-3lLl 30 = 30 = 2 3 4 ID:ZI7yaefl3rgi5y ;DEG6Buz0Ut6 ev7F2zwYglemCbbAyg8Hsiz01A8eM318eSHKMzalb 2-5-12 1 1 1 D• Seal 1:50.7 30 = 3x4 = 3x6 FP= 3x4 = 3x4 = 5 6 7 8 9 10 11 12 13 14 3115 30 eQ,o 29 25 24 23 22 21 20 19 18 17 16 3x6 = 30 = 3x6 FP= 34 = 30 = 3x4 = 3x4 = 30 = 6.10.7 174.12 29.10-8 r _e 1 ,n.e YJ-4.,9 Plate Offsets (X Y)-- 12:0.1.8,Edge), 13:0-1-8,Edge),117:0-1-8.Edgel,118:0-1-8,Edgel, 121:0-1-8.Edgel,122:0.1.8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.14 16.17 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(fL) -0.27 16-17 >556 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.03 16 We We BCDL 5.0 Code FBC2014ITP12007 Matrix) Weight: 152 lb FT = 20%F, 1146E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(llat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 20 SP No.2(llat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 0-7-4 except Qt=length) 23=0.5.11, 19=0-5.11. lb) - Max Grav All reactions 250 lbor less at jolnt(s) except 16=652(LC 13), 23=992(LC 15), 19=1324(LC 11), 26=345(LC 14) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-364/12, 3-4=0/334, 4.5=0/334, 5-6=-871/0, 6.7=-871/0, 7.8=-871/0, 8.9=0/521, 9. 10=0/521,10.11=0/521,11-12=-1249/0,12-13=-1249/0,13.14_ 1249/0 BOT CHORD 25.26=-12/364, 24-25= 12/364, 23-24=-12/364, 22.23=0/637, 21-22=0/871, 20- 21=-26/674, 19.20=-26/674, 18-19=0l764, 17-18=0/1249, 16-17=0/879 WEBS 4.23_ 281/0, 10-19=-282/0, 2-26=-422/14, 3-23=-623/0, 5.23=-827/0, 8-19=-870/0, 8- 21=0/405, 5-22=0/348, 7-21=-258/0, 11.19=-1116/0, 11-18=0/668, 12-18=-288/0, 14- 16= 1026/0, 14-17=0/432 NOTES- ( 6) 1) Unbalanced floor live loads have been considered tot this design. 2) All plates are 1.5x3 MT20 unless otherwise Indicated. 3) ' Semi -rigid pllchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 stiongbacks, 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. 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.' A WARNING - Verity design peremoters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE NI 7473 rov. 1002WIS BEFORE USE Design valkl for use only with Mllek®conneclors. lhls design Is based only upon parameters shown, and Is for an IndlvkAwl biding Component, not a truss system. Before use. The bugaling designer must verily the applicability of deslpn parametersand prorelly hcorrorale Ihls design Into the overall t>fidhg design. Macho Indicated Is to buck@tg of WMaluc9 truss web and/or Chad members only Ac"Iforal lempaay and permorant txOC6tg WOW provenl Isalways rec"ed for stability and to prevent collapse wllh possible persorxi k"y aid properly danaga. rot general grldatce repadir* the labrlcollom storage. dollvery. erection and bracing of lrusses anal Inns system& seeANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Sately Information ovaliable from Truss Plate btslltuto. 218 N. Leo Street, Sullo 312, Alexa dram VA 22314. Tempo, FL 33610 Job T Fuss Fuss ype ty ply T10650584 780280 F12 Floor Truss 1 t1 17SS324014JobReference(optional) Budder* FirinSource. Torrpo, Plant City. Florrdo 33566 1 1.Sx3 II 7.640 a Apr t9 2016 Mifek Industries. Inc Wed Mar 15 08 29.05 2017 Pogo t ID:Zl7yacN3rgf5yObDEG6Buz0Uf6-cv7Fi2zwYglemCbbAygBHsiw_ 1 FIeONI6cSHKMza1G 2 3x4 = 3 1.Sx3 11 Scale = 1:10.0 30 = 30 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Verl(LL) 0.00 5 "" 360 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Verl(rL) 0.05 4-5 >929 240 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.00 4 n/a r1/a BCDL 5.0 Code FBC2014/TP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP N0.2(flat) TOP CHORD BOT CHORD 2x4 SP NO-2(flat) WEBS 2x4 SP No.3(flal) BOT CHORD REACTIONS. (lb/slze) 5=523/Mechanical, 4=66510-4-0 FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-258/0 BOT CHORD 4-5=0/563 WEBS 2.5= •684/0, 2.4=-684/0 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20%F, 111;E Structural wood sheathing directly applied or 3.10.8 oc purlins, except end verticals. Rigid telling directly applied or 10-0.0 oc bracing. NOTES- (5) 1) Refer to girder(s) for truss to truss connections. 2) Girder carries tie-in span(s): 11.4.0 from 0-9-0 to 3.10.8 3) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this miss. 4) 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. 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.' LOAD CASES) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 4-5=10, 1.6=-100, 3-6=-353 Q WARNING- vwfiry dedgn peromotoro and READ NorEs oN THIS AND WCLUDED MI7EK REFERANCE PAGE M07479 rev. I0r MIS BEFORE USE Design valid for use only v4th 14109 connoctors. This design It lased only upon Ixnameters shown, and Is fa an Individual Ixrlding component. not a trim system. Before use. the IxAdnp designer must verity the a;AAI TalNlty of deslgrt paamatots and properly Incogarote 0tk design Into the overall ding design. Bracing Indicated Is to prevent bucging of IndNklual Miss web and/or chord members only. AddlIonal lempotary and rierrttarlenl Ixac-Ing MiTek' Is always iwAdiod lot stability and to prevent collapse wllh rwssibie petsonal Injury and property dlanoge. For general guidance legating the labrlcd1lim storage. delivery, eiecilon and lxacttlg of trusses aril roar ms. systeseoANSI/TPI I Quality Crilerb, DSB-89 and SCSI Building Component 6904 Parke Eost Blvd. Safety IM 11on ovalic"o hom Truss Rate Institute, 218 N. lee Street. State 312, Aloxa aria. VA 22314. Tartpo. FL 33610 Job uss rues ype ty yi602B0T1065O5851":3 Floor Truss 1 1 1755324015JobReference (optional) Builders FuslSource, Tampa, Plant Coy, Florida 33566 t-10 e 1 1 Sx3 II 2 30 = 7 640 s Apr 19 2016 h0ek Industries. Inc Wed Mar 15 08,29 05 2017 Page 1 ID:Z17yacH3rgl5yObDEG6&¢OU16-cv7Fr2zwYglemCbbAyg8HslwN t GTeNU18cSHKMzalii 3 1.5x3 II Scale = 1:10.0 30 = 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud TCLL 40.0 Plate Gnp DOL 1.00 TC 0.77 Ven(LL) 0.00 5 "" 360 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) 0.05 4.5 >962 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(rL) 0.00 4 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.l (Ilat) TOP CHORD BOT CHORD 2x4 SP No.l(flat) WEBS 2x4 $P No.3(flat) BOT CHORD REACTIONS. (ib/size) 4=648/Mechanical, 5=863/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-342/0 BOT CHORD 4-5=0r753 WEBS 2.4=-904/0, 2-5=-904/0 PLATES GRIP MT20 244/190 Weight: 22Ib FT = 200,oF, 11%E Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (5) 1) Refer to girder(s) for truss to truss connections. 2) Girder carries tie-in span(s): 14-10.0 from 0-0-0 to 3-2.0 3) 'Semi -rigid pitchbreaks with Iixed 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 3-1 Dd (0.131' X 3") nails. Sirongbacks to be attached to walls at their outer ends or restrained by other means. 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.' LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Veil: 4-5=-10, 1-6=-449, 3-6=-100 WARNING- Verily doWgn parameter, and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rov. r00 "IS BEFORE USE Desl®n vdkl for use only with Mllok(b connectors. IW desVn Is based only upon paamoters shown. and Is lot an trndividtl, t)tAding component, not a truss system. Below use, the building designer must verify Iho ca)llllc,ll,ly of design paaneters and ptor. erly hcoq>otote 91K design Into the over,, building design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord mernbeis only. Addlllonal lemporary and permanent broc,ng WOWIsalwaysroyulrcdforslabl,lly and to prevent collapse wllh possible p oisonal Injury and properly dunnage. For general gtddance iegad,ng the fdxksalkxL slorogo, delivery, oroctlon and txoc8lg of Inises and truss systems. seeANSI/TPI I Quality Crlterlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd Sdey Information avallable 9om truss Plate Ir1sIIMe, 218 N. lee Street, Suite 312, Aloxarndrks VA 22314. Tampa. FL 33610 Job ruse Truss Type 0ry Ply T10650566 780290 F14 Floor Truss 1 1I 1,553240" Job Reference (optional) Builders FuslSource. Torrtpa, Plant Cay. Florida 33566 0.1.8 H t 2-6-0 I 1.3-0 18 17 1.Sx3 II 1.5x3 = 1 5x3 = 7 640 s Apr 19 2016 WiTek Industries. Inc. Wed Mar 15 08 29 06 2017 Page I ID:Zl7yacti3rgf5yObDEG6Buz0Ut6.45hewO_YJBOVOMAnilLNg4FBpR WZNmiuNGCgtozalth 1 5x3 II 1 5x3 II 4x6 11 4x6 = 1.Sx3 II 14.6.12 14rlo-12 d 14-&12 4- e = 1:26.2 4 R N Plate Offsets (XY)-- 19:0.3-0.Edge), it3:0.1-8.Edge], 114:0-1-8.Edoel LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.09 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.12 14-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.01 9 n/a We BCDL 5.0 Code FBC2014/TP12007 Matrix) Weight: 81 lb FT = 20%6F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2(flat) and verticals. WEBS 20 SP No.3(tlat) SOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 9=787/0-3-8, 16=787/0-7-4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1416/0, 3-4=-1812/0, 4-5=-1812/0, 5-6=-1812/0, 6.7=-1409/0, 7-8=-589/0, 8-9=-596/0 BOT CHORD 15.16=0/1112, 14.15=0/1687, 13.14=0/1812, 12-13=0/1688, 11-12=0/1110 WEBS 2-16=-1298/0, 9-11=0/888, 7-11=-827/0, 7.12=0/476, 6-12= 442/0, 2.15=0/482, 3.15=-431/0, 3-14=-41/383, 6-13=-43/386 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 30 MT20 unless otherwise indicated. 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 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and lirst diagonal or vertical web shall not exceed 0.5001n. 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.' A WARNING - VeA/y design pa uneton and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE CAGE M67473 rev. 10,1030201S BEFORE USE Design valll lot use only vAth Mllek® connectors. ]his design Is based only upon parameters shown. and Is lot an Individual tmlding component, not a buss syslem. Bogota use. the 1>tllalng dlo0grow must verify the alYllkabDlN of design potarnelets and paopaily incogwtato W& design Info the ovetall building design. Bracing Indicated Is to pevent budding of Individual truss web and/or chord members only. Additional temporary aid permananl bracing M!Tek' Is always twig lted lot staNity and to pevenl collapse with possible personal Injury arxd properly damage. For gonatal gtddknce tegardng the Iabrlcallm slorage. delivery, erection and btackng of lFtmes and muss systems smANSI/IPI I Quality Critedo, DSB-89 and BCSI Building Component 6904 Perks East Blvd safety Information avallaMe from truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Torrtpa. FL 33610 Job runs russ I ype typly 70650587 TS0290 F15 Floor Truss t 1 1755324017JobRelerence(optional) ou,we,a r„a,uvu,e. ra„yv. I—, —Y. r,v„vv .- 0.1.8 H 2-6-0 13-0 o+v a i+p, ,v cv,v m, roM1 mvusmaa. ,w rev map w vo c..w cv, i reye , I D:Zl7yacH3rgf SyObDEG6Bu1zOU16.45hewO_YJ80 VOMArylLNg4 F71RSdNhMuNGCgtozallh 2.6-0 i i 11-94 1 2-0-0 0 1...8 Scil'e = 1:32.5 1.5x3 11 1.5x3 = 3x8 = 1.Sx3 11 Sx3 = 4x6 = 3x6 FP= 1.Sx3 II 1.Sx3 II 30 = 4x6 = 5x6 = 1.5x3 = 1 2 3 4 5 6 7 6 9 10 20 21 4T s e 17 16 15 14 13 12 3x6 = 4x6 = 3x6 = 3x4 = 3x6 MT20HS FP = 5x6 = 4x6 = 3x4 = 1S•8.4 Plate Offsets (X,Y)-- 111:Edge,0-1-81,115:0.1.8.Edge],116-0-1-8,Edgel LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0,34 14.15 656 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(R) 0.51 14-15 432 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.07 11 n/a rl/a BCDL 5.0 Code FBC2014rFP12007 Matrix) Weight: 100 lb FT = 20°5F, 110%E LUMBER- BRACING - TOP CHORD 2x4 SP M 31 (flat) 'Except' TOP CHORD 1-3: 20 SP No.2(flal) BOT CHORD 2x4 SP M 31(flat) *Except* BOT CHORD 11.13: 2x4 SP No.l(flat) WEBS 20 SP No.3(tlat) REACTIONS. (lb/size) 18=1151/0.7.4, 11=1521/0-4.0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2301/0, 3-4=-2301/0, 4.5=-3769/0, 5.6=-3769/0, 6.7=-3769/0, 7.8=-3620/0, 8.9=-2325/0 BOT CHORD 17.18=0/1709, 16-17=0/2884, 15-16=0/3769, 14-15=0/3851, 13.14=0/3329, 12-13=0/3329, 11-12=0/1314 WEBS 2-18=-1994/0, 2-17=0/940, 4-17=-926/0, 4-16=0/1202, 5-16=-397/0, 9-11=-1971/0, 9-12=0/1606, 8-12=-1594/0, B-14=0/463, 7.14=-366/0, 7-15=-445/477 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 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 their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 648 lb down at 14-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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 tot 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: 11.18=-10, 1-10=-100 Concentrated Loads (Ib) Vert: 8=-648(F) A WARNING - Vodly design Penmefere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO-7473 rev. I493ROI5 BEFORE USE Design valid lop use only vhth MlleW connoctors. n* design Is based only Ig1on parameters shown. and Is for an Individual bolding component. not a truss system. Belope tore, the building designer must verity the ol)l)llcd)Ilty of do*p paaneters o d properly incogxxote this design Into the ovmdl building design. Brachg Wxftated Is to prevent I=Iding of Individual truss web and/or chord membxns only. Addltbrot temporary and permanent Ixactrlg M iTek' It always recalrod for stability and to pnevont collapse wllh possible ponsonal k*try and property darnoge. For general guidance regatlnlg the lallticallori storage. delivery. erection and boating of tomes and inrss systems. seeANSIMI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available Dom buss Plate InstiMe. 218 N. Lee Street, Stile 312, Alexadrla, VA 22314. Tampa. FL 33610 Job Truss rush ype ty ply T10650588 780290 Ft6 Floor Truss 1 I 1 1755324018JobReference (optional) Binders FeslSource. Tampa. Plor4 City. Florida 33566 2 1 7.640 a API 19 2016 h&Fok Industries. Inc. Wad Mar 15 08'29.07 2017 Page 1 ID:Zl7yact3rg15yObDEG6BuzOU16-YHE07k?A4RYL?W kzHNscMHoKdruK6Gi2cwxNPEzolig 0.1.8 F I 2-" 1.3.0 2.5.6 1 J 15x3 II 1.Sx3 = 1.5x3 = 3x4 = 1.Sx3 II 1.5x3 II 3x4 = Scale - 1:18.2 1.Sx3 II i0 6' 0 8 3x4 = I 30 = 30 = Plate Offsets (X,Y)-- 8:0-1-8,Edge],19:0-1-8,Edflel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) 0.08 9-10 999 360 MT2O 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(I-) 0.11 9.10 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.01 7 n/a rVa BCDL 5.0 Code FBC2O14/fP12OO7 Matrix) Weight: 55lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Ilat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 20 SP No.3(flal) BOT CHORD REACTIONS. (Ib/size) 10=56810.7-4, 7=568/0-3-15 FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-92210. 3-4=-922/0, 4-5=-922/0 BOT CHORD 9.10=0/736, 8.9=0/922, 7.8=0/736 WEBS 2-10=-859/0, 5-7=-859/0, 5-8=0/410, 4.8=-252/0, 2-9=0/410, 3-9=-252/0 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- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 'Semi-rigld 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) 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 - Vatly design paramorers and READ NOTES ON 7NIS AND INCLUDED MEEK REFERANCE PAGE 111167473 rov. 1000 0/5 BEFORE USE DesIM valkl for ttse only with Mllek® connectors. Ns design Is based only upon paamelers shown. and Is lot an Indivkhtol bulding compononl. not a huts system. Below use, the 1 IcOng designer must verity the a14AIcability, of dostpn potarneters and Irop etly 6hcort)"ate this down Into the overall IxMdkhg design. Oacing trhdlcaled Is to rAevenl tntclding of kWNklual truss web and/or chord members only. Adc011onal lempotary aril permanent Ixa;Ing WOW Is always regtlred for stability aKI to prevent collapse wth posUo rxnsorttl hhay and property ckanage. For general gulclance rejoicing tho kllricatlom stotctgo, delivery. erecllon aKt bracing of Intsses and tnrss systems seeANSVMI I Quality Ctterla. DSB-89 and SCSI Building Component 6004 Park& East Blvd Safety Infomlaton avaDcle from sus Rate Inslltute. 218 N. Lee Street. Stlte 312, Alexandria. VA 22314. Tempo. FL 33610 Job ruse ruse Type ry Ply T10650589 780290 HROt Diagonal Hip Guiles 1 tI 1,553240" Job Reference(optional) 9u110ere Frr515oUrCe. Iarrpa. Fiord Gdy. Florida 33566 7 640 6 Apr 19 2916 Mn ek Industries. Inc Wed Mar 15 0629 07 2017 Fog* 1 ID:ZI7yaclf3rgf5yObDEG6BuzOU16•YHE07k?A4RYL?W kzHNscMHoJgrpv6HH2cwxNPEzalig 1-5-0 7-1-5 9.9.5 1.5-0 7.1-5 2.8-0 2x4 11 3x6 = US = LOADING (psl) SPACING- 2-0-0 CST. DEFL. In loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Verl(LL) 0.15 5-8 771 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.47 5-8 247 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.15 Horz(TL) 0.01 5 We n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/slze) 2=387/0-10-15, 5=547/Mechanical Max Horz2=143(LC 4) Max Upli112=-l43(LC 4), 5=-212(LC 8) FORCES. (lb) - Max. Comp./Max Ten. - All lorces 250 (Ib) or less except when shown. TOP CHORD 2-9=-1026/29, 2-3=-592/225 BOT CHORD 2.5=•311/558 WEBS 3-5=-599/387 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 20% Structural wood sheathing directly applied or 5.5.9 oc puffins, except end verlicals. 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=6.0psf; h=2511; Cat. II; Exp B; Encl., GCp1=018; MW FRS (envelope) gable end zone; cantilever left and right exposed; 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 143 lb uplift at joint 2 and 212 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— 54 Trapezoidal Loads (pit) Vert: 2=40(F=27, B=27)-to-9=35(F=25, B=25), 9-5(F=25, B=25)-to-4=-132(F=-39, B=-39), 6=0(F=10, B=10)-to-5=-49(F=-14, B=-14) A WARNING • Ilerpr, dodfin poamotere and READ NOTES ON TNIS AND INCLUDED ANTEK REFERANCE PAGE Ar67473 rev. 1003WIS BEFORE USE Design valid lot tw only vAth Mltek®connectm. This design Is basod orgy tpon Parameters shown, and! Is tot an Indlvidtial Whiling component, not a truss system. Before uso. the blltdng dosigrwr must velly, the %itAlcabliy of design pwamOlers and poi.-mly In orpotat0 this doslgn Into Me overall txBding design. Bracing Indicated Is to pevent Ducallg of Individual ails web and/or chord members orgy. Addl onal lernmary and permanent IxoGng WOW b always reyrired fox stcAARy cued to pevenl coltalne with possible personal h)ay and popeny dosage. rot gerwrd qukkslce tegcnc*V aw labk:atbn. Storage. delivery, erecllon and bracltg of Inisses and miss systems, seeANSIMI) Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satiety Information avdiable from Truss Plate Institute, 218 N. Lee Street, Stlte 312. Aloxon dd(L VA 22314. Tempo, FL 33610 Job ruse type ry 710660590 780290 HR02 11russDiagonal Hip Girder 1ply 1 755324020 Job Reference(optional) Builders Fastsource. romp,. Fiord cry. Frame 33b6b r.e4o a Apr tY zote MueK moustnes. Inc WOO Mar Ito WeV va zut r rage I ID:Zl7yac113rg15yObDEG6BuzOUf6.OUoOL40orlgCdgJAr4NrvVKW EF90rmoBrahtochzallf 1.5 0 6.11.6 1 5 0 6.11.6 30 II 30 = 20 II LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Verl(LL) 0.06 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(TL) 0.15 2-4 529 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=27 1 /Mechanical, 2=24210-11-5 Max Horz2=120(LC 4) Max Uplift4=•112(LC 8), 2— 126(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:17.9 PLATES GRIP MT20 2"/190 Weight: 27 lb FT = 20% Structural wood sheathing directly applied or 6.0-0 oc pudins, 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=4.2ps1, BCDL=6.Opsl; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 4 and 126 lb uplift at joint 2. 6)'Semi-rigid pitchbreaks with Ilxed 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 parllcular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.5=-54 Trapezoidal Loads (pit) Vert: 5=0(F=27, B=27)-t0-3=-94(F— 20, B=-20), 2=-2(F=9, B=9)-t0-4=-35(F=•7, B=-7) WARNING- Vedly design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47479 rev. 111193 1S BEFORE USE DDslen Valli fa me only wflh Mllek®conneclon. ft design Is based only upon parameters shown. and Is lot a/ hdlvkAtdL building component not a truss system. Bolero use. the building designer must verily the apr)licab9lN of d erslgn Parameters and properly hcorporato 9Hs design Into the overall MAdng design. Biachg indicated Is to prevent Iucklhg of Individual truss web add/or chord members only. Additional temporary and petmanenl btodng WOW6alwaysiequltedforslablilryandtopreventcollapsewithpossiblepersonalInjuryandproperlydamage. For general gtiddnce tegadling the tabrlcallon, storage, delivery. erection and bracing of Indsses and frtm systems seeANSI/1P11 Qualify Criteria, DSO-89 aM BCSI Building Component 6904 Parke East Blvd Solely Information available from buss Mate Instllule, 218 N. lee Street. Strlto 312, Alexandria, VA 22314 Tempo, FL 33610 Job Irtiss truss I ype 0ry Py 710650591 780290 HR03 Diagonal Hip Girder t 1I 1,5S32402, Job Reference ttonal Rudders Fesl5ource. Tanga, Plant City, Florida 33566 7.640 6 Apr 19 2016 Ne1ek Industries. Inc. wed Mar 15 08:29:00 2017 Pape 1 I D:Zl7yacf f3rgl5yObDEG6BuzOUf6.OUoOL40orlgCdgJAr4NrvV K U V FSE rkABrahxxhzalif 1.5-0 6.2.11 9.9.5 1.5.0 6-2.11 3.6.10 2x4 II sxo - 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.83 BCLL 00 Rep Stresslncr NO WB 0.17 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) DEFL. In (loc) Well Ud Ven(LL) -0.17 5-8 >697 240 Vert(TL) -0.51 5.8 >229 180 Horz(TL) 0.01 5 n/a rVa LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=393/0.5-5, 5=554/Mechanical Max Horz2=217(LC 4) Max Uplilt2=-111(LC 4), 5=-253(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-490/145 BOT CHORD 2.5=-293/444 WEBS 3.5=480/351 Scale. 1:23.1 PLATES GRIP MT20 244/190 Weight: 43lb Ff=20% Structural wood sheathing directly applied or 5-4-11 oc pudins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- (8) 1) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=6.Ops1; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable end zone; cantilever tell 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 20.0pst 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 111 lb uplill at Joint 2 and 253 lb uplift at Joint 5. 6) "Semi -rigid pllchbreaks 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=l 25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2 =•54 Trapezoidal Loads (pit) Verl: 2=0(F=27, B=27)-10-4=-132(F=-39, B= 39), 6=0(F=10, B=10)-10-5=-49(F- 14, B=-14) A WARNING - Verily des/gn perometone and READ NOTES ON THIS AND INCLUDED 0I117EK REFERANCE PAGE 01167g3 mv. IM302015 BEFORE USE Design valid lot use only with MBeM conrleclots. this design Is based only upon patamelers stlown. and Is lot an hdINW xil Ixrlding component, not a truss system. Beloto use. the blldblp designs must verify the c r3ftabllty of design Iwtameteis and Iioperty hcoipaale Mis design Into the ovetoll building design. ®achg Indicated Is to prevent bttcalrlg of Individual truss web and/or chord members orgy. Addilbrnl temporary, and permanent btoclFV WOWIsalwaysrequitedlotsk"lly and to pnevenl collapse wllh possible personal hlury and property darnage. For general gull nce iegaurlg 11w fabrlcatlon. storage. detivety, eioctlon cW brocing of Intsses and Ines systems. weANSI/TPI I Cuatity Cdterlo, DSB-89 and IICSI lulding Component 6904 Parks East Blvd. Safety Information avallablo from trim Plate Institute. 218 N. Lee Street. Stlto 317- Alortarxbki VA 22314. Tempe. FL 33610 Job ruse Truss Type y ply T10650592 T80290 HR06 Orogonal Hip Grrder 110 t 1755324022JobReference (optional) oueoem ruslxurce. Iarrpe. room "ay. rronao asDoo r 64V a Apr 1V ZV16 Mu ex mousures. Inc woo mop 15 off; 2V:eV Zoe? Pegs 1 I D:Zl7yac113rglSy0bDE G6BuzOUf6-VgMmYO0Oc3o3FquM Pou4Sit1 EeUTaB0K3D0UT7zolte t•5-0 6.2.11 9.0.5 1•SO 6-2.11 3.6.10 r 20 11 3x6 = 3x5 LOADING (psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 TCDL 7.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 ' Rep Stress Incr NO WB 0.17 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) DEFL. In (loc) Wall Ud PLATES GRIP Ven(LL) -0.17 5.8 >697 240 MT20 244/190 Vert(TL) -0.51 5-8 >229 180 Horc(rL) 0.01 5 n/a Na LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (Ib/size) 2=380/0-10-15, 5=553/Mechanical Max Horz2=217(LC 4) Max Uplilt2=-109(LC 4), 5=-253(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-9=-1055/0, 2-3=-490/145 BOT CHORD 2.5=-293/444 WEBS 3-5=-479/351 Scale = 1:23.1 Weight: 43 lb FT = 20 'o Structural wood sheathing directly applied or 5.4-11 oc puffins, 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=4.2psf; BCDL=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever tell and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noreconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst 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 109 lb uplift at joint 2 and 253 lb uplift at joint 5. 6) 'Semi -rigid pltchbreaks 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) Veil: 1-2— 54 Trapezoidal Loads (pal) Vert: 2=40(F=27, 8=27)-to-9=35(F=25, 8=25), 9_ 5(F=25, B=25)-to-4=-132(F=-39, B=-39), 6=0(F=10, 8=10)-1O-5_ 49(F=-14, B=-14) A WARNING . Vorlfy doOgn paramsfen and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MD-7473 rev. 1&03W IS BEFORE USE Design valid for use only with Mllek® connectors. TNs design Is based only upon parameters shown. and Is too an Individual "ding component. not a suss system. Before use, the building designer must verily the applioablilly of design paaamoters and proporty 6lcorpaate this design Into the overall bxBdiry design. Bracing Indicated Is to prevent buckling of Individual truss web aril/or chord membes only. Additional temporary and permanent bractrrg MiTek' Is always requhed Roo stability and to prevenl co9gbse with possible persoral h>itay arrd rxorxrly damage. For general guidance regarling the fabrication, storage. clellvery. erection and bracing of trusses and from systems, seeANSI/IPI I Quality Crlterlo. DSB-89 and SCSI building Component 6904 Pmke East Blvd. Safely Infomrollon avallabto loon Truss Plate Institute. 218 N. Leo Shoet. Suite 312, Alexandria, VA 22314 Tempo, FL 33610 Job I Fuss Truss Type y Pry T1065051i3 T00290 Jot JACK -OPEN TRUSS I'll tI 1's""/ Job Reference(optional) tsumomrusrsource.ronva. 1•ronrcoy.1•101100act5bb rWVeAPFIVZV1DMrrosrnousmoo,mo.woo —1Jve"vvevrr rageI I D:Zl7yacff3rgf 5yObDE G6BuzOU16-VgMmY000c3o3FquMPotASltnLeg2aD2K3DOUT7zalte 1.0.0 1.5.15- 1-0-0 1.5.15 20 = LOADING (psi) SPACING- 2.0-D CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Ven(TL) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP N0.2 REACTIONS. (Ib/slze) 3=17/Mechanical, 2=132/0.8.0, 4=14/Mechanical Max Horz 2=41(LC 8) Max Uplift3=-17(LC 12), 2=-89(LC 8) Max Grav3=17(LC 1), 2=132(LC 1), 4=28(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1.7.0 PLATES GRIP MT20 244/190 Weight: 6 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1.5-15 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=6.Opsf; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) 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 20.0psl on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will III 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 17 lb uplift at joint 3 and 89 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.' 0 WARNING - Verfly dedpn panmoren end READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE ND4473 nv. 1411093MIS BEFORE USE Design vdki for use only wllh Mnek®connectors. TWs design Is based only upon parameters shown. and Is for an IndNkltKl Wilding component, not a truss syslem. Bolore use. Ilse trlltlng designer must verily the citA)licatAly of design Ixtramotors and srof: erly Incorporate 0% design Into Iho ove., balding design. Waehg Indicated Is to prevent bucIdIng of IntlNkkKA Inm web and/or ctwrd members only. Additional temMary and pefmonenl tracing M iTek' Is always iwf led for stublilly and to prevent collapse wtih possible petsonal Inlay and rroperly durnage. For general guldcme tegardhg tho labricallon. storage, delivery. erection and tracing of huses and truss systems. seeANSI/FPI I Cual y Criteria, DSB-69 and BCSI Building Component 690e Parke East Blvd. Safety Information Ovdlable 110111 Irus Rate Institute. 21B N. Lee Street. Suite 312, AlexOndda. VA 22314. Tango, FL 33610 Job I ruse Truss Type oty 710650594 TS0290 J02 Jack -Open Truss 1 1 7$6324024 Job Reference (optional) tlullaere I-nsibourte, taupe. rem filly, Forme "3"5999 / "V a Vr t V N i9 MI I OF p9 . I D:Zl7yactf3rgfSyObDEG6BuzOU16-VgMmYOOOc3o3FquMPou4SiingelGaD2K3DOUT7zalte 1-0-0 I 2.10.15 1-0-0 2.10.15 2x4 LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) 0.00 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/fP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=49/Mechanical, 2=184/0-8.0, 4=25/Mechanical Max Harz 2=61(LC 8) Max Uphf13=-42(LC 12), 2=-108(LC 8) Max Grav3=49(LC 1), 2=184(LC 1), 4=50(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:9.4 PLATES GRIP MT20 2"/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10.15 oc purlins. 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=6.Opsl; h=2511; Cat. II; Exp B; Encl., GCpi=0.18, MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever tell 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) 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 42 lb uplift at joint 3 and 108 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with lixed 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- VoN7 dedyn panan9ten; and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI167413 rov. I&V30201S BEFORE USE Design valid for tse only vABn Mllek®conneclors. This design Is based only upon paaneien shown, and h tot an indlvkAtal txldtng Component, not a Inm system. Belau use. Ilse building deslgm must verify the ap4licabllly of design patanolom and Irop etly k)cogoiale Ih6 design Into the overall bulding design. Bracing Indicated Is to prevent bmIding of IndIVlUua l Muss web and/a chord members ady. AdcOttaxg tempaay aril permanent bracing MiTek' It always iegUbed la stabllty and to puevenf collapse with possible personal Injury and pioperty damage. Fa general guidance tegading the fabrication, storage. delivery, oiectlOn and biockV of tames and tniss systems, seeANSIMI I Quality Criteria, 0$8.89 and IICSI Building Component 6904 Paike East Blvd. safety Information ovallotAe horn Truss Plato tnsllMe. 218 N. Lee Sheel, Sudle 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss ype y y Tt0650585 T80290 J03 1. r... Jock -Open Trues 1 t 755324025 Job Reference(optional) aurloere F116150urt:e. Tempo. Pan$ cry. Florida 33566 7.640 a Apr IV ZU15 w ex m0usiees. Inc wed Mar 15 06'Ze l0 2017 Valle 1 ID:Zl7yacH3rgl5yObDEG6BuzOU16-zsw8mm l2MMwwszTYyVOJ_wOvt2ziJgIUIIA2OZzaltd 4-10-15 1-0-0 4.10.15 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Verl(LL) 0.02 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Verl(TL) 0.06 2-4 869 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 rl/a rl/a BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP No.2 REACTIONS. Qb/size) 3=111/Mechantcai, 2=250/0.8.0, 4=45/Mechanicai Max Horz 2=91(LC 8) Max Upli113=-88(LC 12), 2=-118(LC 8) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 3) FORCES. (Ib) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. Scale. 1:12 7 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20°0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10.15 oc pudins. 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=6.Opsh h=251h Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(l) zone; cantilever tell 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 nonconeurrent 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 88 lb uplift at Joint 3 and 118 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' WARNWG - VedIlyde4/gn pnamoton and READ NOTES ON THIS AND MCLUDED NITEK REFERANCE CAGE N67473 rev, 1093W IS BEFORE USE Design valid for use only witin Ml lok0 connectors. INs deslg n B based only tw on Parametersshown. and Is got an indMdual bulding component, not a buss system. Before use. the Wilding designer mull verity Iho alxpllcal%Iy of design 1xeanleters and prolxniy kicorpoeote this doslgn Into fhe overall building design. ® acing Indicatod Is to Prevent budding of Irxdtvkdud truss web and/or chord members only. Additional temporary and permanent doting MiTek' Is always reed for stabllly and to rrevont eoikase with possible persortd Injury and properly darnage. For germal (jukk ee iegwcirlg the fc"lcolkln, storage. dellveiy, erection aril brocinll of trusses and Iniss system& seeANSi/IPI I Quality Criteria. DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaBaMe horn truss Plate Institute. 218 N. Lee Sheel. Suite 312. Alexandria VA 22314. Tampa. FL 33610 Job Truss truss type oty Tt0650596 T80290 J04 Jack -Open Truss t 1 755324026 Job Reference(optional) Builders Frrstsource, iarnpe. Plant udy. Flond0 33566 7.6406 Apr 19 2916 M11 ex InduS1119S, Inc wed Mar 15 a6 Z9:1t1 Zv17 Page 1 ID:Zl7yacft3rgf5yObDEG6Buz0Uf6•z6w8mml2MMwwszTYyVOJ_wOgo2vSJgl UltA2OZzaltd 1-0-0 7-0.0 1.0-0 7-" Scale: 3/4'e 1' 3x4 = 7.0.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.60 VBrt(LL) -0.08 2-4 >976 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Verl(TL) -0.23 2.4 >340 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 We We BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 3=160/Mechanical, 2=324/0.8.0, 4=77/Mechanical Max Horz 2=121(LC 8) Max Uplift3=-112(LC 12), 2=-135(LC 8) Max Grav3=160(LC 1), 2=324(LC 1), 4=121(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=4.2ps1; BCDL=6.Opsl; h=25I1; Cal 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever tell and right exposed ;C-C for members and forces & MW FRS lot 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 Ill between the bottom chord and any other members. 4) Refer to girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3 and 135 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysts 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 - yeA1y dedgn pamirstere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE N9.7473 rev. 109"15 BEFORE USE Design vdkl for use only with MllekO connectors. Ns design Is based only upon po ometen shown, and Is lop an hdMdual bxuldbg component, not o buss system. &elope use. the txildbng doslgnel must verity tho opolccibnlN of design papamotops orld Ixop ally incoplxHafe thisdesign Inlo the ovepol blDdrng design. Wacing Indicated Is to ptevenl buckling of IndNklual buss web and/ot thud members only. Addllorxd tempototy and Wmaneni brochng WOW Isalwayssw-Oed lot stcbnlly and to prevent cdiapxe with possible pctsorKd h W and property dosage. RA germul guidance pegtadlng the lc4rkbotlom slopage. delivery. election Grid brocing of trusses orxt truss syslems seeANSI/1P11 Quality CrlNrb, Ds1149 and 8CSI Bundling Component 6904 Perks East Blvd Safety Information ovdlable from mffi Rafe frnslllute. 218 N. Lee Sheel. Suite 312, Alexandulo. VA 22314. Torres. FL 33610 o fuss fuss ype ty 710660597 780290 1"Os Jock -Open Truss 1 1 755324027 Job Reference tonal oulloom Faslaource. 1arlpa, ram krry, rrorica JJ7bb r.WV s APr 1e ZV1b WUIex mouslrles, inc. woo mar it, va Ze.l1 ZV1 r rags i ID:Zl7yacH3rgf5yObDEGSBuzOU16-R3U W z62h7g2nU72kW DxYX7y7SSL127XdxxvbYOzalle 1-0.0 0-10-15 1-" 0.10.15 Scale = 1:6.9 2X4 = LOADING(psf) SPACING- 2.0-0 CSI. DEFL in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(TL) -0.00 7 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz( L) -0.01 4 We P/a BCDL 10.0 Code FBC2014fTP12007 Matrix-M) Weight: 5 lb FT = 200% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0.10-15 oc pudins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 3=3/Mechanical, 4=116/0-6-15 Max Horz3=39(LC 12) Max Upl1114=-67(LC 12) Max Grav3=18(LC 16), 4=116(LC 1) 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=4.2psf; BCDL=6.0psI; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8 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.Opst 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 buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at Joint 4. 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- Vedly doWgn peromstom and READ NOTES ON THIS AND WCLUDED 41rrEK REFERANCE PAGE U11,7477 rev. IM302015 BEFORE USE DesJon v..kl to; use only wlal WIek9 connectors. R* design 6 based only upon munrielors shown. and Is la an Indlv"Kil IxddM1g component, nor a truss system. Before use, tho IxdkbV deslgnot must vedfy the cgltNlcabllly of design pmametors and Ixorxlrly bicogxrole Ih6 design Into the over.., Ixdicbv design. Brocklg IMlcatod Is to prevent buckling of trxilvidual Muss web and/or chord memo efs orgy. Addltlond lemp >FcBy and petmarenl doling WOWIsalwaysregrdiodlotsk"Illy and to prevent collapse with posble personal hpay aril pioperiy damage. For general guklance regrzdIrQ the labxlcallm slorage. deltvery, erectbn and biocblg of tnmes and Inns systems. weANSI/TPI I Quality Criteria, DSB-89 and BCSI Bulking Component 6904 Paike East Blvd. Solely 111101111011011 avalla O from buss Plato Insillute, 218 N. Lee Street, Sulle 312, Alexarxlrkx VA 22314. Tampa. FL 33610 Job Truss Truss Type oty ply T10650SOO17SS324029T80260J06Jack -Open Truss 1 1 Job Reference(optional) Builders FbslSource. Tdrnpo. Plant City. Florida 33566 7.640 a Apr 1e 2016 Nlrlek InduStnatt. Inc. Wed Mar 15 08,29 11 2017 Pdge 1 ID:Zl7yacH3rgf5yObDEG6BuzOU16-R3U W z62h7g2nU72kW DxYX7y77SLk27XdXXvbYOzalic t-0-0 2.10.16 1.0-0 2.10.15 a 20 = Scale: I'_ V o•a-0 o-4-0 2.10-1s z 6 is LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 V8R(LL) -0.00 2-4 >999 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 000 Horz(TL) -0 00 3 n/a Na BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 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. (lb/size) 3=49/Mechanical, 2=184/0-8-0, 4=25/Mechanical Max Horz 2=82(LC 12) Max Uplift3=-52(LC 12), 2=-62(LC 12) Max Grav3=49(LC 1), 2=184(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=4.2psf; BCDL=6.Opsh h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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.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 52 lb uplift at joint 3 and 62 lb uplift at joint 2. 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 • Verily di tlyn parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE 011II.7473 rev. 1011032016 BEFORE USE. Design Valkl for use only vAth Mllek0 connectors. IM design Is bmsed only upon poiametors shovm, and Is for an IMINcxwl IxrYding component. not lovate Wits design Into the ovetdl apusssystem. Before use. the I)tAdklg designer must verily the ckplAical)011y, of design Ixtramelcis and property Acotl txAcfng design. Brocing In[llcated Is to prevent buckling of lndlvkAKA Inns web and/or chord members only Addillon d lemporary and perrnanent txochV MiTek' SalwaysnequiedforslotAllyandtopreventcollapsewithpossiblepeesorxfhMayandproperlyckinaIe. for general gr/rkme ieg®cov Me falxk: atkxl, storago. delNery. etectkxn arid txacing of trusses and Inns systems. seeANSI/iPl1 Quality Criteria. OSS.89 and SCSI Building Component 690e Parka East Blvd Safely Information avaOaAle kom truss Plate institute. 218 N. tee Skeet. Suite 312. Alexandria. VA 22314, Tarnpa, Fl. 33610 Job Truss Truss Type oty ply T10650598 TBo290 J07 Jack -Open Truss 1 1 1755314029JobReference (optional) oumers raslAOurce. r \ripe. riann idly. trarlaa 33700 r.eeu s spr v zVTe Nor eK mausmes. me weo mar n e vs zv:1 n zv1 r roge n I D:Zl7yacti3rgf5yObDEG6BuzOUf6-R3UW z62h7g2nU72kW DxYX7y4MSIm27XdXXvbYOzaltc 1-0-0 5-0-0 1- o 5.0-0 Scale = 1:17.3 20 = 0.4-0' 4-0-0 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.07 2-4 >820 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014RP12007 Matrix) Weight: 18 lb FT = 20°5 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0.8.0, 4=46/Mechanical Max Horz2=128(LC 12) Max Uplift3=-106(LC 12), 2=-70(LC 12) Max Grav3=114(LC 1), 2=253(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; TCDL=4.2psf; BCDL=6.Ops1; h=251t, Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Interlor(1) 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 lot 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 tit between the bottom chord and any other members. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at joint 3 and 70 lb uplilt at joint 2. 6) 'Seml-rigid pitchbreaks with lixed 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 - Vwfly design pamnafam and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE MB-7473 rov. f0'939015 BEFORE USE. Design valid for use only with MlTek9 connectors. 9>1s design Is based only upon Irrometen shown. and Is for on individual building component. rot o truss Mtem. Before use. Iher oWadingdesignmustverify the c"AlcatAlty of duagn poonolers and piopeily incorpoiafe it% design Into the overdl building design. Docing Irldlcoted Is to prevent bucldbV of Individual truss web and/or chord members only. Additional temrxxay annd pormanent bacing MOW Is alwaysiocithedforstahGltyoldtopevenlcollapsewithpoufrilepensorKilk*jy tail Property damage. For genial guidtlnce reWdIng the fabricallDrn stoiage. delivery. eiectlDn and b iocklg of trusses and truss systems. soeANSI/TPI) Ouotiy Criteria, DS11-89 and SCSI Sulkling Component 6904 Parke East Blvd Safely IMormoBon avdlable Isom Truss Plate Institute. 218 N. lee Sheol. Suite 312. Alexandrim VA 22314. Tornpo. FL 33610 Job Truss 1russ lype oty ply T10650600 TS0290 JD8 Jack -Open Truss 1 1 755324030 Job Reference (optional) nuuoors raswotrtce. rornpa. ram any, rronoa jcsese r.onv 5 Apr iv zvto nopm moustras, inc. woo mor is vo zw:iz zvr r rage . I D:Zl7yacit3rgf5yObDEG6BuzOUf6-vF2vBR3Ju_Ae6Hdx4wSn3LVHXsrynanniSIO4Szaltb 1-0.0 0.10-ts 1-0-0 a,a,s 20 = LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Verl(LL) 0.00 2 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert( L) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=-10/Mechanical, 2=121/0-4.0, 4=9/Mechanical Max Horz2=39(LC 12) Max Uplift3=-10(LC 1), 2=-57(LC 12) Max Grav3=12(LC 8), 2=121(LC 1), 4=17(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. o md d Scale = 1:6.9 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0.10-15 oc pudIns. 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=4.2psl; BCDL=6.Opsf; h=2511; Cal. It: Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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.Opst 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 10 lb uplift at joint 3 and 57 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)'Thls 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7479 rev. I&MWIS BEFORE USE Do3ign valid for we only v41h Mllek®connoclors. this doslgn 6 based orgy upon paameters down, and Is for an Individual blding component, rol a Ouss system Before use, Iho building designer must verify the aIy)lk:alAlly of design pcoarneters asld properly Irlcorpotale 0* design Into the over" building design. Bracing trxgcaled Is to rrevenl bidding of Indvidual truss web and/or chord members orgy. Additional temporary and permanent lractng WOW Is always rocplred lot stability arxd to prevent cdlUDw with Possible Persara Injury and properly damage. For general guk kme regarding the kltrk:atlon, storago. delivery. orecllon orld bracing of Otrsses and Oua syslems seeANSI/TP1I Quality Crlterb. DSB-89 and SCSI Bullding Component 6904 Poike East Blvd. Safety IMormallon available horn huss Plate institute. 218 N. Lee Skeel. SJIe 312, Alexandria. VA 22314. Tempo, FL 33610 Job puss puss ype ty ply T10650601 T80290 1"09 Jock•Open Truss t tI 115632403, Job Reference (optional) Builders FI1st5ource. Tampo. Plant city. Florida 33566 7 640 It Apr 19 2016 MTek Industries. Inc. Wed Mar 15 08:29.12 2017 Page 1 ID:Zl7yacH3rgfSyObDEG6BuzOU16-vF2vBR3Ju_Ae6Hdx4wSn3LVHJshpnann1B184Szaltb 1-0-0 2.10.15 1-0.0 2.10.15 20 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Verl(LL) 0.00 2-4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Verl(TL) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2014lrP12007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=176/0-4.0, 4=27/Mechanical Max Horz 2=82(LC 12) Max Upllit3=-57(LC 12), 2=-58(LC 12) Max Grav3=59(LC 1), 2=176(LC 1), 4=54(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale: 1'=T PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20%6 BRACING - TOP CHORD Structural wood sheathing directly applied or 2.10.15 oc purlins. BOT CHORD Rigid telling 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=6.Opsf; h=25ft; Cal. II, Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(l) 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 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 57 lb uplift at joint 3 and 58 Ib 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." 0 WARNING - V0dIy dedpn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Af67473 rev. 10,02WI5 BEFORE USE Design valid lot use only wtih 109109 connoctors. this design Is based only upon patomelers shown, and Is la an ktdMdual bidding component, not a buss system. Before use. the building designer must verily the oprAlcalAlly of design patamoton and ptropetly kaorporato link doslgn bHo Iho overall btdUng doslgn. Bracing bdicoted Is to prevent buckling of Individual truss web and/ow chord members only. Additional temporary and permanent bracing WOW Is always iwAsked low slab9tiy and to prevent collapse wtlh possible personal Wuy and properly damage. For gen rial guidance regaidbrg the labilcatbn, stotoge, delivery, erection and bracing of trusses and truss systems. seeANSI/IPI I Quality Criterlo. DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information avaltabre from truss Plate Institute, 218 N. too Street. Suite 312. Adexandrla. VA 22314. Tornpo. FL 33610 Job Truss Truss Type oty ply T10650602 Tempo J10 Jack -Open Truss 1 tI 1755324032JobReference (optional) aunoers rrrstsource. I snipe. rram ay, r10noo 33b66 1.64u s Apr iv zula mu es mausnres, sic. woo mor it, ve-zva3 zvt r rape t ID:Zl7yacH3rgl5yObDEG6BuzOUf6-NReHOn4)dHIVjRC7edzDeY2PTF 3W 11w rOieuzalta 1-0-0 4.10.15 1 0-0 4.10.15 2x4 = 4.10.15 Scale. 1.17 1 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Ven(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.07 2-4 780 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 3 Na n/a BCDL 10.0 Code FBC2014rrP12007 Matrix) Weight. 17 lb FT = 20*% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/slze) 3=119/Mechanical, 2=244/0-4.0, 4=47/Mechanical Max Horz 2=126(LC 12) Max Upllft3=-107(LC 12), 2=-67(LC 12) Max Grav3=119(LC 1), 2=244(LC 1), 4=94(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 4.10.15 oc puffins. BOT CHORD Rigid ceding 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=6.Opsf, h=25111; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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 107 lb uplift at joint 3 and 67 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 parlicular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code' A WARNING - VerRy doOgn paremelers and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE UP-7473 rev. 1110307015 BEFORE USE Design vattd for use only with Mllek®conneclors. lhis design Is based only upon paamelorsshown, and h form individual bidding component- not a puss system. Below use. Ih0 Iullcling designer must vorlfy the app lical%ity of design parametors and properly Incorporate tits design Into the overall 1AAding design. fi,acing Indicated Is Io prevent buckling of WKNOdual truss web and/or chord memlors orgy. Addllonol temporary and petmawnl lNochg WOW 6alwaysrecalredlastaMity, and to prevenl collapse with rosst le personal hpay arx] pror)(My donage. ror general gutdmce iegardhg the latnlcalbn. slorago. dellvery. eiectlo n and lxackng of inmos and tArss systems, weANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Saley Information avdkaMe Iran Truss Rate 9ullkute. 218 N. Lee Sheet. Suite 312. Alexandrla, VA 223)4. Tonipa. FL 33610 Job russ russ ype yP'y T10650603 T80290 J11 Jeck-Open Truss 1 1 1,553240" Job Reference (optional) tlurroeD Frrstbource. I eepa, Plant Gay, 1•ronda 33566 7.540 a API 19 2015 Mt I ek rnoUStrree. Inc. wee Mat 15 092211 13 20 17 Page 1 ID:Zl7yacit3rgf5yObDEG6ButzOU16-NRcHOn4xfHIVjRC7edzOcY2KOFxIW11w rOtouzalta 1-0-0 7-0.0 1-0-0 I 7.0.0 30 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.10 2-4 777 240 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.26 2-4 308 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(fL) 0.00 3 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=164/Mechanical, 2=319/0-4.0, 4=81/Mechanical Max Harz 2=172(LC 12) Max Upl1113=-133(LC 12), 2=-78(LC 12) Max Grav3=164(LC 1), 2=319(LC 1), 4=125(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:22 2 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; Cal. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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) 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 Ill 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 133 Ill uplift at joint 3 and 78 lb uplift at joint 2. 6) 'Semi-ngid 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 WARNWO - VerNy deWon peromerere and READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE A07473 rov. IM32015 BEFORE USE Design valid lar use only v4th Wlek®Conneclors. lhls desIW16 based only upon poomelers shown. and Is for cn individual building component, not o Ittas system. Bofoie use. tho 1AAkAng designer must verify tho ap pilcot Dlfy of design pxaanelers and peoperiy hcaperale M design Into the overall MDdhg design. Bracing Indicated Is to prevent buc:1ding of Individual truss web and/or chord members only. Additional lemperay and permanent Mating M iTek' Is always required lot statAlfy and to prevent collapso with p ossilAe personal hpay and properly damage. FVI general guidance iegoding Me Ic"Icallon, slorage, delivery, erecllon and bracing of fnrsses and inrss syslems. seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Porke East Blvd Safety information 0V000tA0 Iran truss Plate InnsllMe. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tompo, FL 33610 Job russ Truss Typety ply T10650604 T80260 ljl2 Jack -Open Truss 110 11 1756324034JobReference (optional) Dormers rasrzource. Tampa, rmm crry. 1'101108 4c*oe 1.04e a Apr nv zuno Mrex mausoree, Inc. wee May 10 va ze 14 Zan r roge n I D:Zl7yacf f3rgf 5yObDEG6BuzOUf6-reAfb74ZObOMLbn)BLUF9maTAIE z FUc3D V8F9KzaItZ 7-" 7-0-0 Scale = 1.22.4 3x6 = 2x4 II LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.16 1-3 >487 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert( L) -0.33 1-3 >237 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Malrix) Weight: 33 lb FT = 20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 REACTIONS. (Ib/size) 1=1053/0.8.0, 3=933/Machanical Max Horz 1=149(LC 8) Max Uplift I =-300(LC 8), 3=-339(LC 8) Max Grav 1=1169(LC 15), 3=1026(LC 15) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-9 oc bracing. NOTES- (8) 1) Wind. ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=6.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpl=0.18; MWFRS (envelope) gable and zone; cantilever left and right exposed, 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.Opst 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 glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30D lb uplift at joint 1 and 339 lb uplift at joint 3. 6) 'Semi -rigid pitchbreaks with fixed heels` Member end Ilxlty model was used In the analysis and design of this buss. 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 + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2=-54, 1-4=-27l (F=-251), 3-4=-20 I& WARNING - Vorffy dedpn parameters end READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE 0147473 rev. 100302015 BEFORE USE Design vdikl for use only wllh Mllek®connoctors. This design Is based only upon Ixvanoters shown, and Is for an IndMducil txrlcling component not o buss systern. Before use, the building designer must vorlly the c4A11kal:dlty of design paameters aril properly Incorporale this design Into the overall building design Bracing Indicated Is to prevent buckling of IndIvlducl truss web and/a chord members only. Additional temporary and l>eIma*nl bracing MOWIsalwaysre%*od for slaUlly and to prevent collafxe with possmW personal "" oral properly Manage. For general gukJc nco regarding arse krbkatkn. storoge, delivery. erectlon and tlroctng of fnrsses and inns systoms seeANSI/IRl Ouatlly Criteria, DSO-89 and BCSI Butiding Component 6904 Parke East Blvd. Sofety Information ovditoblo from buss Rate frnsllMe. 218 N. lee Street. Sullo 312. Alexandrlo. VA 22314 Tempo, FL 33610 Job Truss Truss Type ty ply T10650605 T80280 J13 Jack -Open Truss I 1 I 1 1755324035JobReference(optional) tsuuosrs rusibource. r ompo, Iron tarry, rronoo 3asee 7.649 s Apr 110 Ze15 mu eK rnousmes, Inc. woo mar 15 ve-za:i4 zv1 I rayys 1 I D:Zl7yacH3rgf 5yObDE G6Btu0U 16-reA1b74ZObOM LbnJBL U F9mac DIBX FN03DVBF9KzaItZ 4.1.7 7-0.0 4.1.7 2.10-9 Scale = 1:22.4 3x4 = 3x6 11 3x6 = 4.1.7 7-0-0 a-1.7 9-1n.0 Plate Offsets () ,Y)-- 5:0-4-4,0-1-8) LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,19 Veri(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(rL) 0.05 4-5 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(rL) 0.01 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 40 Ib FT = 2045 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9.8 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=825/0-4.0, 4=1306/Mechanical Max Horz 1=149(LC 8) Max Up11111=-227(LC 8), 4=-458(LC 8) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1415/374 BOT CHORD 1-6=-431/1217, 6.7=-431/1217, 5.7=-431/1217, 5.8=-431/1217, 4.8=-431/1217 WEBS 2-5=-363/1321, 2.4=-1511/535 NOTES- ( 9) 1) Wind: ASCE 7-10; Vull=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=251h Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; 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.Opst 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 227 Ib uplift at Joint 1 and 458 lb uplift at joint 4. 6) ` Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) I I I lb down and 36lb up at 1-0-0, and 191 lb down and 61 lb up at 3.0.0, and 1334 lb down and 429 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.3=-54, 1-4=-20 Concentrated Loads (lb) Veil: 6=-111(F) 7=-191(F)8=-1334(F) A WARNING - Vortty dodgn parommrors and READ NOTES ON THIS AND INCLUDED NAEK REFERANCE CAGE NO-7473 rov. 1000MiS BEFORE USE Design valid for tree only wllh Mllek® connectors. lids design Is based only upon paiarneters shown, and Is la an hdk"ial IxrAding component, not a truss system. Before use, Ohs IxNding designer must vorlty the %olcatAlty of design pmamotem a1d pxoi'orly Incorporate Mk design Into the overall building design. BiocbV bxllcaled 6 to reverni budding of Individual truss web and/or chord momWs only. AcUtIonal temporary and permanent txocklg WOW Isalwayshectoredforstabilityandtopreventcollapsewilhposiblopersonaltrtp4yandpropertydamage. For general guidance tegrading the fabrication storage. delivery, erection orld bracing of Inures and iniss syslerns. seeANSI/iPl1 Quality Cdterio, DSB-89 and SCSI SutidBlg Component 6904 Parke East Blvd. Safety Information available from bus Plate Instilute. 218 N. Lee Skeet, Sidle 312, Alexamdda, VA 22314 Torrpa, FL 33610 Job I russ fuss I ype y Tt0650606 780290 J14 Jack•Open Truss 1Ply 1 755324036 Job Reference (optional) nunoers rlrstsource, Iarrpo. rare crry, monaa sjsaa 20 = 2.1o•1s 2.10.15 2.10.15 1.64o s Apr 18 Zola Mnex mausnres. Inc. wea mar 1b oa:nr:14 Zo1 r rage 1 I D:Zl7yaclf3rgt5yObDEG6BuzOUI6-reAlb74ZObOMLbn1BLUF9madJIM9FUH3DV8FOKzaltZ Scale: 1'=l• LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Verl(LL) -0.00 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 1-3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 We We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 9 lb FT = 20%. LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.10.15 oc puffins. DOT CHORD 20 SP No.2 DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=103/Mechanical, 2=75/Mechanical, 3=2a/Mechanical Max Horz 1=65(LC 12) Max Upliftl=-16(LC 12), 2=-67(LC 12) Max Grav1=103(LC 1), 2=75(LC 1), 3=56(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, TCDL=4 2psf; BCDL=6.Opsl; h=2511; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) 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 pst 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 glider(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 and 67 lb uplift at joint 2. 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 • VOAh dOrrlgn panmofors and READ NOTES ON THIS AND UVCIUDED M/EK REfERANCE PAGE M47g3 rev. f001?OIS BEFORE USE Design valkt loi tse only with Milek® connectors. Ills design is based oNy upon parcaneters shown. cmd Is la an frxl vkW Ixillding component. not a truss system. Before use. the bulking designer must verity the atxllcalAlty of des parameters and lNopeity incorpoiate this design Into the overall btA*V design. Bracing frhdlcated B to prevent Iwaklfrhg o161dNkW In=web and/or chord members only. AcUllorwl temporary and permanent biacfrhg MiTek' Is always iW."red for sladlily arxf to prevent collapse wllh possible personal Ir*iry orxt properly drunage. for general gukkuhce negatdfrhg the lab ea110n. storage, delivery, enecilon aril bating of Insses and Inrit systems seeANSI/iPI I Quality Criteria, DSB-89 and 6CS1 Building Component 6904 Parke East Blvd. solely Information avalle"o from truss Plate knllMe. 218 N. Lee Street, Suite 312, AlexarxJria, VA 22314 Tampa. FL 33610 Job Truss Truss Type ty ply T106SD607 T80290 Jt5 Jack -Open Truss 110 t1 1755324037JobReference (optional) 17u1raers o-uswource. Iamps. norm clry. r-tonoa cl3bbb r 04V a Mgr 1V ZV1b MI eF mGUSIF1ee. Ina. Woo mat lb Ve" 1p ZV I 1 rage 1 ID:Zl7yacti3rgf5y0bDEG6BuzOU16-Jq)1pT5BBvYDzIMW12?Uhz7kI3fK xxDS91ohnzallY 2x4 = 4.10.15 4.10.15 4.10.15 Scale = 1:17.1 LOADING (psi) SPACING- 2-0-0 CST. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.37 Verl(LL) 0.03 1-3 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0.28 Vert( L) 0.08 1.3 730 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a We BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 16 lb FT = 20%6 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. pb/slze) 1=177/Mechantcal, 2=129/Mechanicat, 3=48/Mechanfeal Max Horz 1=109(LC 12) Max Uphill=-29(LC 12), 2=-114(LC 12) Max Gravl=177(LC 1), 2=129(LC 1). 3=96(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 4-10-15 oc pudins. BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=6.Opsf; h=251t; Cat. II; Exp B; Encl., GCpl=O 18, MW FRS (envelope) gable end zone and C-C Intedor(1) 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.Opst 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 miss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 114 lb uplift at joint 2. 6) "Semi -rigid pltchbreaks 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- VsrUT design Parameters and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE M67473 rev. 141103/1015 BEFORE USE. Design vaild too use only vAth MlteIrD connectors. Ttds design Is based only upon paramoters shown. and is for an IndNkfrrca buldina component, not a truss system. Before use. the building designer must verify the ag7llccdAlly of doslgn padu»eteis and piopeoly hcoilxxate this design Into the uveoall txOding design Bracing Indicated is to Ixovenl buckltrlg of Individual it=web acf/oi chord members only. Additional lemlxxay atd peimalonl bxa sing MiTek' Is d9ways tw."ed foe stc*Alty and to prevent edlcv5e wllh rwssi le personal IrtJW rind property dlanasge. For general gu lc1cme tegading the fabrication. storage. delivery. eoeclIon and bioctrtg of Inisses and IRlss syStemi seeANSUIPI I Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke Etas Blvd. Safety Information available train Truss Plate InsIIMe, 218 N. Lee Street, Su lle 312, Alexcndria. VA 2'2314. Tampa, FL 33610 Job I fuss truss type oty ply T10650608 780290 J22 Jack -Open Truss t 1I 1755324038JobReference lions BVIItlers Flralsouice. Ia pe. Plant GOy, Fbrltlin 33566 7.549a APr le zVlb M1IeK IntlUSIIIGS, InC Weil Mer lb Va ZV:lb LVl ( V090 1 ID: Zl7yac83rgf5yObDEG68uzOUf6•Jgl1 pTSBBvYDzIMW 12?Uhz71a3gs_xXDS9lohnzaltY 1- 0-0 4.10.15 1 0-0 4.10.15 2x4 = 4. 10.15 Scale = 1:17.1 LOADING ( psi) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 VBrt(LL) 0.02 2.4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert( L) 0.06 2-4 869 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horc(R) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix) Weight: 17 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 20 SP No-2 REACTIONS. ( Ib/size) 3=111/Mechanical, 2=250/0.8-0, 4=45/Mechanical Max Horz 2=126(LC 12) Max Upllft3=-104(LC 12), 2=-70(LC 12) Max Grav3=111(LC 1), 2=250(LC 1), 4=90(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc puffins. BOT CHORD Rigid telling 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=6.Opsf; h=2511; Cat. 11; Exp S; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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 104 lb uplift at joint 3 and 70lb uplift at joint 2. 6) " Semi -rigid pltchbreaks 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 • Viedly datlpn panmefen and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE 01167473 rev. 10O302016 BEFORE USE Design valid fat use only with W 109 connectors. INS doslgn Is based orgy upon parameters shown. and h lot an Individual building component, not a truss systorn. Before use. tho IrNtling designer must verify the oq)pll ;dAlty of design lowmelens and p>tol„=rly Incorlxxoto this design into the overall btAalng design. efochg IncOcated Is to rxevent buckling of WKRMual Inuss web and/of chord members only. Adds laid fempotory and permanonl bracing WOW Is always reclWed for stability and to pevent collapse with possible pelsonal Injry and property tlarnage. For general guidance fegasdrlg the ldrlcalkxn, storage, delivery. election and bracing of trusses and Inns systems, seeANS1/IPII Oudty Criteria, DS11-89 and SCSI Bullding Component 6904 Pork* East Blvd. safety Information avdabee from IrtB Plate institute. 218 N. Lee Sheol. Suite 312. Alexandria. VA 22314. Tempo. FL 33610 Job Truss s ype ry ply T10650609 780290 J23 1jac-Isopen Truaa t tI 1755324039JobReference (optional) tlgrreere Flralbource. r ernpa. Yranl ctry. Flonoo 33556 L.64e a Apr 1 a Zel6 Mr r ex rnOVelr*$. rnC. W!o Mar 1b ue Ze 16 Zul r rape 1 I D:Zl7yacf f3rgl5yObDEG6BuzOUf6-nOHPOp6pyCg4auxOmX1 E Blr HTyRIOnMgpdMDDzaItX 1-0-0 7-0.0 1-0-0 7-" Scale = 1:22.2 3x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.09 2.4 >854 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.24 2-4 >334 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We n1a BCDL 10.0 Code FBC20141TP12007 Matrix) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb(size) 3=159/Mechanical, 2=324/0.8-0, 4=78/Mechanical Max Horz2=172(LC 12) Max Uplift3=- 131 (LC 12).2=-81(LC 12) Max Grav3=159(LC 1), 2=324(LC 1). 4=122(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All lorces 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=6.Opsl; h=2511; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS lot 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 131 lb uplift at Joint 3 and 81 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 • Verity design parametm and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M67479 rev. M1132015 BEFORE USE Design vdks for use only wpm Mnek®conneclors. INs deslgnl is hosed only upon pmameters shown. and is low an Individual Ixdding component, not o auss syslein. Before use. the Ixrilding design ei must verity the applk%drlity, of design praoneters and Ixoporty Ilcor orote this design Inlo the overall txAdhg design. Brocfng kxftoled is to rxovenl budding of Irxllvkkxl truss wob orcl/ow chord members orgy. Ac"llonal temporary cnd rxrnmanenl doclt0 Welk' Is always requited fa slutAlly and to prevent colftow w9h poss411e personal I1Ny and property damage For genewd guMcnce te0adng the klxk:olkxl. slonage, delivery. eieclkxl crud txocIng of Irises and truss systems. secANSI/TKI Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Eoal Blvd. Solely Information available Iom truss Rate Institute. 218 N. lore Street, Sulto 312. Alexgndda VA 22314. Tornpa. Fl. 33610 Job Truss Truss Type ty Fly T10650610 T80290 ROl Hall Hip Truss 110 t1 1755324040JobReference (optional) ausaers rustsource. 1 empe. rwnl Ley, Promo ;rsubb a btv a Apr 1e zvlb Mr r eK mousutes. rnG. weo Mar 1b VO ri 1b zu1 r regal I D: Zi7yacf f3rgf 5y0bD EG6BuzOUf 6-r10H POp6pyCg4 aLixUmXj E Bf mYTsbl FDMgpdMDDzaIIX 1-0-0 7-" 10.5.8 14.2.8 1-0-0 7-0-0 3.6.8 Sx6 = 30 = Scale = 1:26.3 20 = 3x6 = 3x8 = 7-0-0 i 14-2-8 741.n 7-9.A Plate Offsets (XY)-- 16:0-4.8,0.1.81, f7:O.3.8.O.3-01 LOADING (psi) SPACING 2.0.0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 VeR(LL) 0.09 2-7 999 240 MT2O 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Verl(TL) 0.36 6.7 457 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 Holz(fL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/rP12OO7 Matrix) Weight: 63 lb FT = 204b LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=998/0-8-0, 6=1205/Mechanical Max Horz2=123(LC 4) Max Uplifl2=-384(LC 4), 6=-439(LC 4) Max Grav2=998(LC 1), 6=1258(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2348/686, 3.4=-2126/689 BOT CHORD 2-7=-687/2154, 6.7=-590/1451 WEBS 3.7=-4/498,4.7=-139/807,4-6=-1659/717 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. NOTES- (10) 1) Wind: ASCE 7.10; VUIt=139mph (3-second gust) Vasd=1O8mph; TCDL=4.2pst; BCDL=6.Opst; h=2511', Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever tell 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 live loads. 4) ' This truss has been designed for a live load of 2O.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 384 lb uplift at joint 2 and 439 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 lb down and 184 lb up at 7-0.0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace 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 lot 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=l 25 Uniform Loads (pit) Vert: 1-3_ 54, 3.5=-12O(F=-66), 2-7=-20, 6-7=-44(F=-24) Concentrated Loads (Ib) Verl: 7=-475(F) ID WARNING - VsAIT dedgn pererrtetor4 end READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE M67473 rev. I00"OIS BEFORE USE Dosign valk/ for use only vAth MIIek®conneclors. Ols design Is based only upon patamelers shown. and is lot an hdlvkk" building component, not a Alas system. Before use. the building designer rnust verity the WlpllcalAly rilofdesignpatarnetenaIKopenpy Incorrorale W& design Into the overall building design. Bracing Indicated Is to prevent buckWV of Aldlviduel truss web and/or chord members only. Additional temporary and penmanenl Ixacing WOW Is always requdted for stability and to prevent collarxe with rwsAAe prarsorlal Ir1AW and property dainage. Fof general guidance regardfng the fabilcalion. storage. dtslivery, otecllon and baclng of trusses and tnrss systems. seeANSI/iP1I Quality Cdlerlo, DSB-89 and BCSI Buildings Component 6904 Parke East Blvd. Safely Information available train buss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job russ ruse ype ty T10650611 T80290 1'.02 Hetl Hrp Truss t 1 1,5532404, Job Reference (optional) uumem vailtbource, ianipa, Ylom uny, hronae 336bb 7.bea a Apr ly 2e15 cortex meUetnee, rnC. Wear mer lb 115:211:15 Ze11 1-896 1 ID:Zl7yacff3rgf5yObDEG6BuzOUf6-nOHPOp6pyCg4au xUmXlEBItcTxCUBGMgpdMDDzeItX 1-0-0 7.2.7 9-0-0 14.2.8 1-0-0 7-2.7 1.9.9 5-2-8 30 = Scale = 1:26.1 3x4 = 30 = 2x4 11 sxb = 7-2.7 U:2 14.2.E 7.11.7 t t.A.A + %.2A Plate Offsets (X,Y)-- 4:0-2-0,0-2-131 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.07 2-7 999 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) 0.16 2-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.02 6 We n1a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 62 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. (Ib/size) 2=58310.8.0, 6=504/Mechanical Max Horz 2=152(LC 8) Max Uplifl2=-219(LC 8), 6=-175(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-959/251 BOT CHORD 2-7=-310/853, 6.7=-310/853 WEBS 3-7=0/316, 3-6=.859/312 Structural wood sheathing directly applied or 5-4-11 oc pudins, except end verticals. 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=6.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever tell and right exposed ;C-C for members and forces & MWFRS 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 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live toad 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 beanng plate capable of withstanding 219 lb uplift at joint 2 and 175 lb uplift at joint 6. 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.' A WARNING - Vo Wy dedgn paemotero and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M67473 rev. iWWV 16 BEFORE USE Deakin valkl fa trse only %,Ath Iv91ek0connectors. fitsdesign Is based only upon paramelers shown. and Is tot an Individual building component, not a bust system. Before toe. the building doslgner must verity the aplxlcalAlly of design "ameters arxl poopnly hcMlotote mh design Into the overall building design. Bracing Indicated h to prevent buclifing of lrxllvkJrlal toss web and/ot chord members only. Additional lempoary and permanenl Ixo^Jng Welk' Is always wfulied for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the falxkallon, sloage, delivery. erecilon and btacing of inmees and IRss systems. seeANSI/iPI I Quality Criterb. DSB-89 and BC&I Building Component 6904 Parke East Blvd. Satoy Information avallable from Inn Rate Institute. 218 N. Lee Street, Su lle 312. Alexandria. VA 22314. Tempo. FL 33610 Job fuss ruse Typety ply 710650612 7B0290 1'.03 Special Truss 110 1 1756324042JobReference (optional) aNlders FUSI50urde. Tampa, Plant Gay. Fonda 33566 7 640 a Apr 19 2016 Mi lex Induatriee, Ine Wed Mat 15 06 29 17 2017 Page 1 I D:Zl7yacf f3rgf 5yObDEG6BuzOUf 6-GCroE97Rj W pxC2VutT2ymOCOT1AaSg_ W vTMvlfzalt W r1 0 0 6.9.14 10 6 0 16.4-0 I 20 6-0 21,-0-0 25-0 0 + 30-0-0 31.0-0 1-0-0 6.9-14 3.10.2 5-80 4.40 0=4-0 4-0-0 50.0 '1-0.0' Scale = 1:54.4 4x6 = 3x6 = 10 4x6 = 11 - 30 = 3x6 = 3x6 = 20 11 I 10-8-0 1 16.4-0 + 21 0 + 25-0-0 I 28 b-0 30-0-0 10.9•a SA-0 4V•O 4•da 4•B•O 0.4:0 Plate Offsets (X,Y)-- 17:0-3.0,0.2.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 V@n(LL) 0.24 2.13 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(I-) 0.67 2-13 370 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(fL) 0.03 8 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 154 lb FT = 2040 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 'Except' 8.12: 2x6 SP N0.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc puffins. BOT CHORD Rigid telling directly applied or 10.0-0 oc bracing. REACTIONS. (Ib/size) 2=737/0-8-0, 11=2468/0-8-0, 8=407/0-8-0 Max Horz2=-112(LC 13) Max Uplift2=-199(LC 8). 11=-867(LC 9). 8=-197(LC 9) Max Grav2=737(LC 1), 11=2606(LC 15), 8=456(LC 16) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-969/239, 3-4=-708/168, 4-5=-715/161, 5-6=-159/662, 6-14=-159/662, 7.14=-159/661, 7.8=-741/273 BOT CHORD 2-13=-218/811, 12.13=-SW475, 11-12=-531476, 11-15=-175/584, 10-15=-175/584, 8-10=-186/629 WEBS 4-13=-361429, 7- 1 0=- 191/763, 6-11 =-31 W223, 7-11 =- 1257/484, 3.13=-326/250, 5.11_ 1285/370 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=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; 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 pst bottom chord live load nonconcurient with any other live loads 5) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 Wide well fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2, 867 lb uplift at joint 11 and 197 lb uplift at joint S. 7) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 307 lb down and 102 lb up at 25-0-0, and 1353 lb down and 447 lb up at 22.0.0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASES) 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 Continued on Daae 2 A WARNING - yorrfy design pemmeron and READ NOTES ON THIS AND INCLUDED Mf EK REFERANCE PAGE AO7473 rov. 1003W IS BEFORE USE Desim valid for use orgy vAth Mllek® connectors. tills design is lxssed only upon parameters shown. and Is to an Individual Lukling component. not a truss system. Below use. tho Ixdklnp designer must verity the apdM.alAlly of deAp lxramelels and p>topeily Incorporate 0% doslgn Into the overall IxAck g design. Bracing Indicated Is to prevonl tAxldb g of Inalvldual Inca web antl/oi chord meinlxos only. Additional temporary and peimanenl txocing Welk' 6 always leakAW fa stdAity arx= to prevent collapse with posslMe pensoxl Injury arxl rxorxdny rJ umve. For goxenal glidcrlee Iewdhp 0%, latxk;ollm slotago, delivery. erection arxS bracing of lrussesand Iris systems. seeANSI/iPll Quality Criteria, DSB-69 and lCSI Building Component 6904 Parke East Blvd. Safely Information ovdtalle from Taus Plate InsilMe. 218 N. Lee Street. Sidle 312, AlexarvJft VA 22314 Torrpa. FL 33610 Job Truss Truss Type 0 ryply T10650612 T80290 R03 Special Truss t t 1766324042JobReference(optional) isuaaere rRstbource. I empa. vrant Gay. ranao 33566 7.64o a Apr iv zo16 misk InausUres. Inc. Wea Mar 15 oa:29:17 zo17 vege 2 ID:ZI7yacf13rgf5yObDEG6BuzOUf6-GCroE97Rd WpxC2VutT2ymOCOT1AaSg_WvTMvlfzallW LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-4=-54, 4-5=-54, 5-14=-54, 7-14=-86(F=-32), 7-9— 54, 2-15=-20, 10-15— 32(F_ 12), 8-10=-20 Concentrated Loads (Ib) Vert: 10=-216(F) 15_ 950(F) A WARNING - Verily doofgn Ponamorora and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE 01004173 rev. 100=15 BEFORE USE Design valid lop use only with Mllek® conneclors. this design is based only upon parameters shown. and Is lot an Individual building component, nod a buss system. B Mao use, the bdtdl ng designer must verify the applicability of design twrometors and propedy I ncorporote n* design into the overall building design. ®acing h dicaled Is to prevent bucldirng of Irndlvlduc0 Inrss web and/or chord members only. Additional temporary and parmarneni bracing MOWIsalwaysrequiredforslabv0yariltopreventcollapsewithpossiblepersonalInjuryandpropertydamage. For gerneialqu W e iegarding the labilcatlon, staage. delivery, moetio n and broclrng of tames and Inm systems. seeANSU"FPI I Quality Cdledo, DS5-89 and SCSI Building Component 6904 Parke East Blvd. Sodely Information avallable from Truss Plate I nstlNle, 218 N. lee Street, Sulle 312. AlexarKhkL VA 22314. Tempo. FL 33610 Job Truss Truss Type ty ply T106WS13 T80290 RW Common Truss 1 1I 1755324043JobReference(optional) aWlaere rrtsibouree. Tampa, ram Bury. FIOOas 4sabo r.onv a nPr ry zvro mere mgusu,es. — ev mar ,v vee—ro ever r.vv , I D:Zl7yaclf3rgf5yObDEG6BuzOUt6-kPPARV74UgxogC450BZBJcID6GZFBFMf876Tl6zaIIV 6.9.13 10 B-0 14{>3 21 4-0 r 1.0-0 6.9.13 3.10.3 3.10.3 6.9.13 Scale = 1:38.3 4x6 = 3x6 = 3x6 = US = 10-8-0 21.4-0 104R.0 10-8-0 Plate offsets (XY)-- 17:0.4-0.0.3.41 LOADING (pst) SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.19 2-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(rL) 0,52 6-7 474 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(rL) 0.04 6 We rUa BCDL 10.0 Code FBC2014rrP12007 Matrix) Weight: 91 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.t WEBS 20 SP No 3 REACTIONS. (Ib/size) 6=762/0-8-0, 2=839/0-8-0 Max Harz 2=120(LC 12) Max Uplilt6=-183(LC 13), 2=-224(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1200/293, 3.4=-940/226, 4.5=-941/224, 5-6=-1204/298 BOT CHORD 2.7=-274/1013, 6-7=-177/1019 WEBS 4-7=-120/657, 5-7=-324/260, 3-7— 317/255 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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=4.2psf; BCDL=6.Opsi; h=2511; Cal. 11, Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interfor(1) 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 2-0-0 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 183 lb uplift at joint 6 and 224 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 • Ver" design panmorare and READ NOTES ON THIS AND INCLUDED Nr7EK REFERANCE PAGE M&7473 rev. M11121015 BEFORE USE Design valid lot use only with Mflek® connectors. this design Is lased only u4)on parameters shown, and Is la an Individual building component, rat a truss system. Below use, the lrlidng designer must verity the a ppllcotAlly of design parameters and prep erly l ncogxrate 0* design Into the ovordl tA&dtng design. Bracing Indicated Is to prevent txxMing of kx2vidual truss web and/or chord members only. Additional temporary and permanent txacing WOW Is always required la stab011y arnd to prevent collapse wllh possible personal tnA1ry dry] property damage Fa generalguitknee rogadt ng the fabrication, storage, delivery. erection and bracing of busses andr truss syslems. seeANSI/rlel I Quality Criteria, DSB-E9 and SCSI Building Component 6904 Parke East Blvd. Saraly Information avalibte from buss Plato Institute. 218 N. Lee Street. Suite 312, Aloxandrla VA 22314. Tompa. FL 33610 Job rus6 Truss Type ty ly T10650614 TB0290 ROS Common Truss 110 11 / 1755324044JobReference (optional) Builders Fuilsource. loupe. Plant Gily. Florida 33566 7.640 S APr 19 2016 MTek InduSlnreS. Inc. Wed Mar 15 01129.18 2017 Page I I D:Zl7yaclf3rgf5yObDEG6BuzOU16-kPPARV74UgxogC45GBZBJclDnGZJBFPf876T16zaltV 1-0-0 6.9.13 10-0-0 14$•3 21.4-0 22.4-0 1 0-0 6.9.13 3.10-3 3 tP3 6.9.13 Jxo = 4x6 = 5r® = Scale = 1:38.3 Jx6 = Ig Plate Offsets (X,Y)-- 18:0.4.0,0.3.41 LOADING(psf) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.19 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.52 6.e >481 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a We BCDL 10.0 Code FBC2014/fP120D7 Matrix) Weight: 93 lb FT = 20°0 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc puffins. BOT CHORD 20 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=837/0.8.0, 6=837/0.8.0 Max Horz 2=-111(LC 17) Max Uplill2=-223(LC 12). 6=-223(LC 13) FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1195/292, 3.4=-934/223, 4.5=-934/223, 5.6=-1195/292 BOT CHORD 2-8=-264/1008, 6.8=-155 1008 WEBS 4-8=-115/649, 5-8=-317/255, 3-8=-317/255 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vesd=108mph; TCDL=4.2psl; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ;C-C lot members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live 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 fall by 2.0.0 Wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 223 lb uplift at joint 2 and 223 lb uplift at joint 6 6) 'Seml-rigid pitchbreaks With fixed heels` Member and 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 • Vainly dedyn parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE 11167479 rov. 1=11016 BEFORE USE Design valkl for the only w191 KloW connectors This design Is based only upon parameters shown, and Is lot an bldlVldu>f building component- not a etss systern. Before use, the IxNcling designer mtnl vo9y, lho aly>ficabllty of desIM lx7arnolom and p oopedy kicotporato ti1k design Into the overall btBdtng design. Bracing lrullcatod Is to pevenl bucldkrg of Individual truss web and/or chord members only. Addliorxil temporary and potrnanent IxackQ Welk' Is always ie"ed to stability and to prevent cdlcsnse wllh possible personal May and property drmage. For general quilik ce iegardng ffie fabrlcallm storage. delivery, etoctlon and bracing of Inimes OW insss systems. seeANSI/TPI I Quality Criteria, DSB-89 and BCSI Butidinrp Component 6904 Parke East Blvd. Safety Information available train 6tss Rate trullMe. 218 N. lee Street. Sidle 312. Alexandit VA 22314. Tampa. FL 33610 Job russ ruse type yPly T10650615 T80290 R07 Hip Truss 1 1 1755324045JobReference (optional) Builders Ferst50urce, TOrrpe. Plant Grly. F101100 33566 7.640 a Apr 19 Zd15 Nbl ek Industries. Inc Wed Mar 15 ae:Z9.19 Zo17 Page 1 I D:Zl7yaclt3rgf 5yObD EG6BuzOUf6-CbzYfr81F73eRMIH_u4OspHKwgwnwlbpN nrogYzaIIU 1 0 0 7-" 11.8-01:215.8-0 16.8 0 1- 0-0 7-" 7-" / " Scale = 1:29.5 Sx6 = Sx6 = 3x4 = 34 II 3x6 II 30 = 7. 0-0 9 8-0 k 15.8.0 7. 0.0 1.7-M Plate Offsets QX Y)-- 12:0-1-0,Edgel, 13:0-3-0,0-2-01, 14:0-3-0,0-2-01, 15:0-1-0,Edge] LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vde1I Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.13 2-8 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) 0.26 2-8 703 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.25 Horz(TL) 0.05 5 We rt/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 62 lb FT = 204b LUMBER - TOP CHORD 20 SP No.1 'Except' 3. 4: 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 2=1184/0.4-0, 5=1184/0-4-0 Max Horz 2=-77(LC 13) Max Uplilt2=-422(LC 8), 5=-422(LC 9) Max Grav2=1270(LC 15), 5=1270(LC 16) FORCES. ( lb) - Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311l715, 3-4=-1939/657, 4-5=-23l lnl5 BOT CHORD 2-8=-565/2016, 7-8=-559/1984, 5-7=-568/2018 WEBS 3.8>206(824,4.7=-206/824 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purtins. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. 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=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 2 and 422 lb uplift at joint 5. 7) " Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down and 223lb up at 8.8.0, and 676 lb down and 223 lb up at 7-0-0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the buss 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) Vert: 1.3=-54, 3.4=•120(F_ 66),4.6=-54, 2.8=-20, 7.8=-44(F=-24),5.7=-20 Concentrated Loads (lb) Vert: 8- 475(F) 7=-475(F) WARNING • Verity deargn parameters and READ NOTES ON THIS AND INCLUDED IIUTEK REFERANCE PAGE MD-7073 rev. IM&W IS BEFORE USE Doslgn valid fa use only W th I lek® connectors. This design Is based only upon paametels shown, and Is for cn individual IxANrtg component. not a lums system. Before use. the btltdbtg designer must verily the at)IAlcablity of design poametars and properly hcorpolate tt1B design Into the overall bsmng design. Brachg indicated Is to prevent buckling of Individual Ours web and/or chord members only. AW Moral temporary and permanent bracing MiTek' S always recpAed for slatAlty and to prevent collapse with posd> 4e personal Mary and properly damage. For genos l guidance iegadrlg the fabrication, storage. delivery, erection and bracing of Oussesand trim systems seeANSI/TPll Quality Crlterlo, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information ovallaMe from Gras Rate Institute. 218 N. Lee Street. Sulle 312, Alexarxlrki VA 22314. Tempa. FL 33610 Job I russ Truss Type oty ply T106506t6 TS0290 ROB Common Truss 1 1 1755324046JobReference(optional) Builders First5aume, Tampa. Plant City. Florida 33565 7.640 a Apr 1 V 2e16 Mr I ex maustlres. Inc wea Mar 15 V6'ZV.1 V za17 rage] ID:L7yacff3rgf5yObDEG6BuzOU16-CbzYlr8iF73eRMIH u4OspHJHgxawlKpNnrogYzelIU 1-0-0 7.10.0 15-8.011.0.0 I 710-0 ------ 710-0 Scale a 1:28.7 4x6 = 3x6 = 2x4 II 3x6 = 7.10-0 7.10-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.13 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.27 4-5 >680 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 H01z(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 57 lb FT = 20%. LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/slze) 4=569/Mechanical, 2=637/0.4.0 Max Horz2=93(LC 16) Max Uplilt4=-137(LC 13), 2= 172(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-826/181, 3.4=-824/176 BOT CHORD 2.5=-95/65114-5=-95/651 WEBS 3.5=0/368 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=6.Opsf, h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Inlerlor(1) 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 psi 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 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 137 lb uplift at joint 4 and 172 lb uplift at joint 2. 7) ' Semi -rigid pilchbreaks 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 - VVrW d*rlyn paiam*tars and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE 0167473 rev. IGV3"16 BEFORE USE Design valid lot use only wllh Mllelt®connectors. 11%design b posed only upon paramelers shown. and Is for an lix1MUxD building component, not o buss system. Before in&, the llnildrlg designer must verify The al pilcol Slty of design parameters and properly i ncoglolate Sn6 design Into the over'. txA( ing design. listing tnalwted Is to prevent buckling of kndNldrxJ Truss web and/or chord members orgy. Ad'l.onal temporary and pemmanenl txocing MOW is always meci lied for s1aW try and to prevent collapse with possible pemsorxi Mary oW properly dranage. Foe genet' guidance ragtadkng ttw ktAlcollm storage, delivery. election txxl bracing of Inrsses and inns systems, weANSI/iPl1 Ououh C4terlo, DSB-89 and SCSI Building Component 6904 Pork* East Blvd. Safely Information avdlabte from Truss Plate iasutule. 218 N. Lee Sreel, Stile 312, AlexCITICI , VA 22314. Tampa. FL =10 Jobruss Truss Type ty Ply T10650617 780290 R09 Hip Truss t 1,5532404, Job Reference (optional) Bumblers F911150utce, lamps, rtanl city. HOMO 33566 7.b4v a Apt lw Lvtb meiex Inausrnes. Inc weo mar 15 va zv.ev LV1 / rage 1 ID:Z 7yacff3rgf5yObDEG6BuzOU16-gnXwsAOKORBV3W ETYcbfO1 gR941Y11 OybRbZM_zaltT rt-0-0 70-0 11•tt•3 1e-0.13 i 23.0.0 i 30-0-0 31-0-0 100 7-" 4.11.3 6.1.10 4-11-3 7-0-0 Scale a 1:55.2 6x12 MT20HS = 6.00 F12 3x6 = 3x6 = 602 MT20HS= 3x12 MT20HS i 6x6x12 MT20HS = 6x8 _ 3x12 MT20HS e _ 7x10 = 7- 0- 0 15-" 23-0-0 30-0-0 7.0- 0 8.0-0 8-0-0 7-" Plate Offsets O,Y)-- 12:0.2.9,0-1-81,13:0.9-0,0.2-01,16:0.9.0.0.2.01,17:0.2.9,0-1-81.19:0-3-8,0-3-121.110:0-5-0,0-4-12,r12:0-3-8,0-3.121 LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.28 9-10 999 240 MT20 244/190 TCDL 7. 0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0.68 9-10 523 180 MT20HS 187/143 BCLL 0. 0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.13 7 n/a We BCDL 10. 0 Code FBC2014/TP12007 Matrix) Weight: 160 lb FT = 20% LUMBER - TOP CHORD 20 SP M 31 'Except' 3.6: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 8-5-3 oc bracing. WEBS 1 Row at midpt 4.12, 5-9 REACTIONS. (lb/ size) 2=2043/0-4-0, 7=2612/0.8.0 Max Horz 2=77(LC 12) Max Uplift2=- 435(LC 5), 7=-543(LC 4) FORCES. (lb) - Max. Comp /Max Ten • All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3924/886, 3-4=-3359/811, 4-13=-6166/1424, 5-13=-6166/1424, 5.6=-4427/980, 6-7=- 5167/1081 BOT CHORD 2-12=-761/3419,11-12=-124e/5281,10.11=-1248/5281,10-14=-1351/5882, 9-14=- 1351/5882, 7.9= •888/4506 WEBS 3- 12= 280/1453,6.9=-325/1907,4-12=-2412/665,4-10=-212/1381,5-10=-19/470, 5-9=- 1841/613 NOTES- (11) 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS ( envelope) gable end zone; cantilever loll and right exposed; 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 nonconcunent with any other live loads. 6) ' This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will III between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint 2 and 543 lb uplift at joint 7. 8) 'Semi - rigid pitchbreaks 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) 513 lb down and 165 lb up at 23.0. 0, and 1102 lb down and 354 lb up at 15.8.0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, toads applied to the lace of the truss are noted as front (F) or back (B). 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 Continued on Da0e 2 A WARNING - Vedfy dostgn perametore and READ NOTES ON THIS AND INCLUDED NrrEK REFERANCE PAGE N&7473 rev, tO0310IS BEFORE USE Design valky rot t" orgy Win MFleM connectors. This design It basod only upon pmameters shown. and Is rot an WIAOwl building component, not o buss system. Below use, the b kkV designer must verity the applk:ablly of design 1ximamefers and ixoperly Incorporate it* doslgn Into the overall btDcing doslgn Brocing indicated h to prevent buclding of iWiwidual truss web and/or chord members only. Acldlllonal temporary o W permanent bracing WOW Is always iwailred for s1ab011y oral to prevent colkwAe with possUe personrA InJtey oral properly damage. Foe gonerril gudrWoe regarding the lobftotlon, slotago, delfvery, erection oral bracing of tntssos and Iniss systems. seeANSI/TPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parks East Blvd. Sauey Irgormallon ovolloble from Inn Pktte Institute, 218 N. Lee Siool, Suite 312. Alexanchim VA 22314. Tarnpa, FL 33610 Job I ruse ruse ype ryPly T10650617 T80290 R09 Hip Truss 1 t 755324047 Job Reference(optional) nueoers rpruxuree. rompo. vwnp erry, rronaa subeb f wv s npr ry zvie mn eK rnausrpes. rnc. wee mor i b uaxwev zvi r r-aye z ID.Zl7yaclf3rgl5yObDEG6BuzOU16•gnXwsAOKORBV3W ETYcb1O1 gR941Yf 1 OybRbZM_zaIIT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1.3=-54, 3.13— 54, 6-13=-127(F_ 73), 6.8_ 54, 2.14_ 20, 9-14=-45(F=-25), 7-9=-20 Concentrated Loads (Ib) Vert. 9=-513(F) 14_ 1102(F) 0 WARNING - Verify dedpn pommetms and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. IMMO16 BEFORE USE Design valld lop use only with Mllek®connectas lhh design 6 bOsed only upon parameters shown. and Is far an IndIvIdt" "ding component. not a busssyslom. Wore use. the WIding designer must verity the opolcalAlty of design parameters and propariy Incorp malo Ih6 design Into the overall b1Bdblg design. ®acing Indicated Is to pevenl txlcalrlg of hldNkfud buss web and/or chord members orgy. Additional temporary and "monent bracing MiTe k' Isalwaysreptlpedforslat -Ally anti to pevenl collapse with postbte personal hpny axf poperiy domago. for general gukltnce regardng the Ic" Icallon, storage, delivery. woctlon and bracing of Insses and truss systems seeANSIMI I Quality Critarla, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information avallablo born buss Plate ImtlNte. 218 H. Lee Street, St9te 312. Alexandria, VA 22314. Tempo. FL 33610 Job Truss Truss Type City Ply T10650618 T80290 R10 Hip Truss 1 1 1755324040JobReference (optional) aumem "sibotrrce. i arrps, rain; t:xy. Ylorroa 33bbb 7.640 s Apr 19 2015 Mn ek IAOUstrres. Inc. Wed Mai 15 06:2921 2017 rage 1 ID:Zl7yacH3rgl5y0bDEG6Buz0U16.8 513WAynUMhgpf6J6uxENtwUZuOZY5g5K7uOzaltS r10-0 6-6.6 9-0-0 15-0-0 21-0-0 23-5-f0 30.0-0 31-00 rt-0-0I 6.6.6 f 2-5 10 6-0-0 f 6 0 0 2-5.10 6.6-6 4x6 = 3x4 = 4x6 = Scale = 1:53.5 3x4 = 4x6 = — 30 = 3x8 = 3x8 = LOADING(psf) TCLL 20.0 TCDL 7.0 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/TP12007 CSI. TC 0.54 BC 0.85 WB 0.41 Matrix) DEFL. Vert(LL) Vert(TL) Horz(TL) In (loc) Well Ud 0.32 10-12 >999 240 0.83 10-12 >427 180 0.09 8 n/a Na PLATES GRIP MT20 244/190 Weight: 142 lb FT = 20%9 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.4-2 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1161/0.4.0, 8=1161/0-4-0 Max Horz2=-96(LC 13) Max Uplift2=-241(LC 12), 8=-241(LC 13) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1979/440, 3-4=-1770/416, 4-5=-1557/383, 5-6=-1557/383, 6.7=-1770/416, 7-8=-1979/440 BOT CHORD 2-12=-322/1693, 11-12=-387/1796, 10.11=-387/1796, 8-10=-309/1693 WEBS 4-12=-95/607, 5-12=-389/242, 5.10=-389/242, 6-10=-95/607 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) 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 psl bottom chord five load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 2 and 241 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' 0 WARNING - Vedy dWifir pewraters and READ NOTES ON THIS AND INCLUDED AUTEK REFERANCE GAGE N67473 rov. I&V302015 BEFORE USE Design valid for use only wlfh Mllek® connector Ills design is based only upon parameters shown. and Is la an Indlvldti l btAd01g component, not a truss system. Before too, the IXMCD p designer must verify the aWic,Ally of design p cimetem and property elcapoafe this design Into the over,, building design. Bracing indicated Is to prevent buckling of Individual buss web and/or chord members only. AUdllkm, temporary and permanent bracing MOWIsalwaysieyWedforstabilityand10preventeollarxsewithpossiblepeisorl, Inpay and property dainage. For gemal gtidalce regarding the fabilcatbn, storage, delivery, erection and bracing of etnses and Inns systems, soeANSI/1PI1 Quality Criteria, DSB-89 and BCSI BuBdtng Component 6904 Parke East Blvd. Safety Informallon ov„abte horn Lim Rate Institute. 218 N. too Shoot. Salto 312. Alexandria. VA 22314. Tampa, FL 33610 Job puss puss ype ry ply T10650619 780280 R11 Hip Trusa 1 1I 1755324049JobReference (optional) ouuaers—srxorce. I arrpo, r•wnr k ny, maroon swot, / bao a API 1e Lino Mi I eK wausulea, InC wso Mar 1 e ua.zrr'z1 Yo1 r rags 1 ID•Zl7yacff3rgf5yObDEG6BtzOU16-8_513W AynUMhgpf6J6uxENg2UXUOd85g5K7uOzaltS rl-0-0 7.6-0 i 11 0 0 le-0-o 22 6-0 + 30-0-0 rl 0.0 7." 3.6-0 8-0.0 3 6 0 7.6-0 Scale = 1.53.5 6x8 i 2x4 // 20 \\ 6x8 3x4 -:- 3x4 = 4x6 = 30 = 30 1n.o.0 1wn Alf.n 1 nn Ift'" Plate Offsets (XY)-- 12:0-2-10,0-1-81,14:0.2-11,Edgel,17:0-2-11,Edael,f9:0-2-10,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.50 11-13 >711 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.94 11-13 >378 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.09 9 n/a rl/a BCDL 10.0 Code FBC2014/fP12007 Matrix) Weight, 136 lb FT = 2090 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-7: 2x6 SP M 26 SOT CHORD 2x4 SP No 2 WEBS 20 SP No 3 REACTIONS. (lb/size) 2=1161/0.4.0, 9=1161/0-4-0 Max Horz 2=113(LC 16) Max Upl1112=-262(LC 12), 9=-262(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 1.4.12 oc bracing. FORCES. (Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1886/418, 3.4=-1678/410, 4-5=-1505/389, 5-6=-1268/378, 6-7=-1505/389, 7-8=-1678/410, 8-9=-1886/418 BOT CHORD 2-13=-323/1596, 13-14=-185/1268, 12.14=-185/1268,12.15=-185/1268, 11-15=-185/1268, 9-11=-278/1596 WEBS 5-13=-111/488, 6.11_ 111/488 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=6.Opsf, h=2511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) 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 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 2 and 262 lb uplift at joint 9. 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 WARNING . Verily dedgn peramsrero and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev. 1MW I S BEFORE USE Design valid for use orgy wf91 Mllek® connectors. W& design Is based only upon parameters shown, and Is for an Individual building component. roof a buss systern. Before use. the bulding designer must verity the of4ftalAlly of design paiamelers and lxoperfy Ylcorporale this design Into the overall building design. Bracing Indicated Is to prevent txrckting of Individual truss web and/or chord members orgy. Additional temporary and permanent bracing WOWIsalwaysrequiredlotsfablillyandtopreventcollapsewithpossiblepersonal "grad poparly damage. Few general guidance iegaralrlg the fabilcallorx storage, delivery, erection and bracklg of trusses and truss systems seeANSI/IPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information avallabte from truss Plate Institute. 218 N. Lee Street, Suite 312, Alexan dit VA 22314 Torrpe, FL 33610 Job I fuss Truss Type ty T10650620 760290 R12 Hip Truss t 1,6"M. Job Reference (optional) Budder$ Fu$ISource, Tempe, Pbnl City, Fkxide 33566 7.540 a Apr 19 2015 NaIak Industries. Inc. Wed Mar 15 06 29 22 2017 Pogo 1 I D:ZI7yacf 13rgf 5yObDEG6BuzOUf 6-aAehHSBaY2R DlpOsiOd7TSvgcuxy73UF314g RizaIIR 1.0-0I 7.6.0 I 13-0.0 17-0.0 22-6-0 I 30-" 31-" 100 7.6.0 5-4 4-0.0 5-6-0 7.6-0 1-0-0' Scale = 1:53.5 4x6 = 3x6 // 3x6 \\ 4x6 = 30 G 3x4 3x4 = 4x6 = 30 = 10-0-0 13-01 17-0 0 20-0-0 30-0-0 10-0-0 3A-0 104)-0 Plate Offsets (),Y)-- 12:0.2-10,0.1.81,15:0-4-11,0.0-81,16:0-2-5,0-1-0).19:0-2-10,0-1-81 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Wait Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Ven(LL) -0.41 11.13 >876 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.68 11-13 >522 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz( L) 0.08 9 n/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 136 lb FT = 20°b LUMBER - TOP CHORD 20 SP No.2'Except' 4-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1161/0-4.0, 9=1161/0-4-0 Max Horz 2=-134(LC 13) Max Upllfl2=-283(LC 12), 9=-283(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc puffins. BOT CHORD Rigid telling directly applied or 9-7.12 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1924/422, 3-4=-1702/406, 4-5=-1429/394, 5-6=-1128/354, 6-7=-1429/394, 7-8=-1702/406, B-9=-1924/422 BOT CHORD 2.13=-398/1638, 13.14=-134/1128, 12.14=-134/1128, 12.15=-134/1128, 11-15=-134/1128, 9-11=-276 1638 WEBS 8-11=-348/302, 3-13_ 348/302, 5.13=-164/635, 6-11 =- 165/636 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=6.Opsf; h=2511; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and light exposed ;C-C for members and forces ilr 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 Opst 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 283 lb uplift at joint 2 and 283 lb uplift at joint 9. 7) 'Semi -rigid pltchbreaks 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." A WARNING - Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED WTEK REFER.4NCE PAGE 1167,173 rov. 1003WIS BEFORE USE Design vdki for use only with Mnek® connectors. This design Is based only upon paarneters shown. and is for an hdivldud txlldIng component, not a bus system. Before use. the IxAdhg deslgner must verify the apppkabBity of design Parameters and property heort mote Ih6 design Into the over" btAdng design. Bracing In clicated Is to Prevent buckting of ktdlvklulk alInnsweband/or chord members only. Addortd lomporary and permanent bractng WOW Is always rec9rited fa slahlltiy csrtcl to prevent colltpse wllh possible pxnsorxi k*iry and property d®nage. For general gui lcstce regardng tite latNicatlon. storage. dellvery, erection and bracing of husses ant) truss systems. seeANSI/iPI I Cuailly Cdtedo, DSB-89 and SCSI Building Component 6904 Porke East Blvd Safety Information available from htgs Plate hsllkrie. 218 N. tee Street. Sutle 312. AlexarxJtta. VA 22314. Torrpo. FL 33610 o fuss ruse Type ry ply T10650621 TB0290 1,13 Common Truss 1 t 1755324051JobReference (optional) BVeders Fesl5ource, lampa, Plant Lolly. Fantle 33666 r.b4V a Apr le ZVlb Milex Inauslnes, Inc Wed mar it, vwzyx4 ZV1 r rage 1 I D:Zl7yacfl3rgf5yObDEG60uz0Ut6-4MC3UCBCJMZ4wzz2Dk9M01S 1 UHHBSUW OHPpEzJzallO r1-0-0 7.6-0 I 15-" 22.6-0 30-" 31-0-0 1.0-0 7-6.0 7.6-0 7.6-0 7.6-0 1-0o 30 G 6. Ito 112 3x4 = 4x6 = 4x6 = 30 = 10-0-0 20-" 3000 r 10-0.0 + 10.0.0 10.0.0 Scale = 1:52.6 30 jTe0 Plate Offsets ().Y)-- I2:0-2-10,0-1-81,13:0-4-0,0-3-01,15:0-4-0,0.3.01,16:0.2-10,0.1.81 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.39 8-10 901 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(TL) 0.62 8.10 573 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Horz(fL) 0.08 6 We Na BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 137 lb FT = 20°e LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. WEBS 20 SP No.3 REACTIONS. (Ib size) 2=1161/0.4-0, 6=1161/0-4-0 Max Horz2=-153(LC 13) Max Upli112_ 299(LC 12), 6— 299(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-1928/468, 3.4_ 1716/452, 4.5=-1716/452, 5-6=-1928/468 BOT CHORD 2-10=-462/1664, 10-11=-157/1084,9-11=-157/1084,9.12=-157/1084,8.12=-157/1084, 6-8=-309/1664 WEBS 4.8=-202/683, 5.8=-406/342, 4.10— 202/683, 3-10=-406/342 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.0psI; h=2511; Cat. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone and C-C Interior(l) 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 3) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3.6.0 tell by 2.0.0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 299 lb uplift at joint 2 and 299 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 WARNING - Verfy do0on paramoten and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 rev. 10=015 BEFORE USE Design valid for tw only vAth Milek® connector. IhIs design Is based only upon lxxomelers shaven, and Is for on IndlNdtal bxildhlg component. not a truss system Bolero use. Iho bdIdIng deslgnei must ved fy the cgllAl ;olAlty of design poom elors and piol edy Incorixrate this doslgn Into the overall ding design. Boeing InclIcoted Is to prevent bxakiing of IndNkM d buss web and/or chord members only. Addiloral temporary and permanent bracing M iTek' Is always regWled lot stab6lty and to proven) collarxse with posstlllo rwtso al ttpny anal rAopeny damage. For general gukknce Ic oid1nlg the lab ilmlim storage. delivery, eroellon and bracing of tnissesand Ini=systems socANSI/iPll Quality Cdtedd, DSB-E9 and BCSI Bulling Component 6904 Parke East Blvd. Solely IMormalon avalic"o born flu= Wale Institute, 218 N. Lee Street. Sidle 312, Alexandntt VA 22314. Tornpa, FL 3361 D Job I russ type yPly T,o6so6n T80290 R14 11russSpecialTiuss 1 1 1755324052JobReference (optional) Builders FistSource. Taupe. Plant City. Flondn =66 7.640 a Apr 1V Zolb MrIek Induslttes. Inc wea Mar i6 a6:2V:7d zo11 "a s , ID:Zl7yacit3rgl5yObDEG6BurzOUf6.4MC3UCBCJMZ4wzz2Dk9MOfSzCHFisMxOHPp zJzal10 r 1-0-0, 7.0.0 + 13.10-0 I 20.8-0 21.10-0 253.5 I 30-" 31-0-0 1.0-0 7.0.0 6.10-0 6.10-0 1.2.0 35.5 4 8.11 1-0-0 l 3 Sx6 = Scale a 1.54.7 3x4 = 4x6 II 6x8 = 6 3x12 MT20HS r, rJ r. 400 MT20HS= v 3x8 Sx6 = Sx8 = 7x10 = 1 7.0.0 i 13.10.0 I 20-8-0 21.10 3"-0 7.0.0 6.10.0 6.10-0 1.2.0 B-2-0 r Plate Offsets (X`n-- 12:0.2-9.0-1-81.13:0-3-0,0-2-71.15:0-4-0.0.2.81.18:0.2-10.0-1-81,f12:0-3-8,0-4-121,113:0-2-8.0-3.81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.31 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(rL) 0.68 10-12 >523 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(TL) 0.15 8 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 180 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-1 -8 oC pudins. 1-3: 2x4 SP M 31, 3.5: 2x6 SP No.2 BOT CHORD Rigid telling directly applied or 7.1.0 oc bracing. BOT CHORD 2x6 SP No.2 *Except* WEBS I Row at midpt 4.13 2-11: 2x6 SP M 26 WEBS 2x4 SP No.3'Except' 6.10,4-13,5-12: 2x4 SP No.2 REACTIONS. (lb/size) 2=2650/0.4.0, 8=2069/0-4-0 Max Horz2=-87(LC 13) Max Upli112=-71 1 (LC 8), 8=-467(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5378/1342, 3.14=-4656/1245, 4-14=-4658/1246, 4.5=-6745/1828, 5.6- 3789/992, 6-7=-3860/989, 7.8=4051/1014 BOT CHORD 2-13=-1175/4733, 13-15=-1743/6742, 12.15=-1743/6742, 11-12=-108314395, 10.11=-1083(4395, 8.10=-853/3557 WEBS 3-13=-308/18D9, 6-10=-818/3164, 5-10=-3046/912, 4-13- 2319l739, 4.12>30/483, 5.12=-739/2718 NOTES- (11) 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=6.Opsf; h=25111; Cat. II; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone: cantilever left and right exposed; Lumber DOL=1.60 plate gnp 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.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 buss to bearing plate capable of withstanding 711 lb uplift at joint 2 and 467 lb uplift at joint 8. 8)'Semi-rigid pitchbreaks with fixed 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) 513lb down and 165 lb up at 7.0.0, and 1326 lb down and 426 lb up at 13-8-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 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 L;onunuea on Daae z A WARNING - Vad/y ded9n poremsten end READ NOTES ON TXIS AND INCLUDED Mr7EK REFERANCE PAGE MIF7473 rev. 1111931"I S BEFORE USE Design valkl fa trse only vAth Mlleit® connectors. Bnls doslgn Is based only upon paiameters shown. and Is for an i idlvidtial building component. not o buss system. Before use. the building designer must verify the c6rlllcabilly of design paiametem and property Incorporate ihk design into the overall building design. Biocing Indicated B to prevent budding of Individual truss web anti/a chord members only. Addllonal lempoiary, and pormtxnanl btaaing WOW Is always seytdred fa stability aril to prevent collapse with possible peisont4 iVu+y and ptoperty damage. For genmal Die iegaalng thu fabilcallon sloiage. delivery, eioctlon and bracing of trusses and buss systeins. seeANSt/TPI I Quality Criteria, DSB-89 and SCSI Bullding Component 6904 Parke East Blvd Safety Irdormallon available Dom Bras Plalo Inslltute. 210 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job fuss truss type ry ply T1065O622 T80290 1'.14 SpatielTruss 1 1I 1755324052JobReference(optional) Builders Fast90urce. Iampa. Plant city. Fiona 33556 1.640 a Apr 1B E016 Mrl ek radustrres, aft wed Mar 15 e9 211:Z3 z017 Vay e Z I D:Zl7yacti3rgf5yObDEG6Buz0Uf6-4MC3UCBCJMZ4wzz2DkgMOISzCHFisMxOHPpEzJzaltO LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-14=-127(F=-73), 5-14_ 54, 5-6=-54, 6-9= 54, 2-13=-20, 13-15=-45(F=-25), 8-15=-20 Concentrated Loads (Ib) Vert. 13_ 513(F) 12— 1326(F) Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A07473 rdv. 1OV32015 BEFORE USE. Dt/slgn valkl for ttse only wpm MBek® connectors INs deslgn Is based only upon poraneters shown. and Is la m kklMdtrol btAdhV component. not wtoht8system. Below use. the IltlkLV dosigner must verify the c44AIcabBty of design parameters and peoperly Wogorate M design Into the overall bt9dng design. Bating Indicated Is to prevent buclilklg of kWNWtKl truss web aril/or chord members only. Additionall tempotcay aid permanent bxackng MiTe k' Is always roeaired fa skibUay aW to prevent collapse wllh rossfble personal Ytpny ax1 rropeny dancW. For genera guidance regaclng Ito fabrlcallon. storage, delivery, erecllon anti bracing of trusses aril tans systems, seeANSIM I Quality Criteria. DSB-89 and SCSI BuUftg Component 6904 Parke East Blvd. Salary Information avtlklble korn ktm Plate Irulitute. 218 N. lee Street. Suite 312, Alexantfrla, VA 22314. Tampa. FL 33610 Jobruss Truss Type ty ply T10660623 T80290 R15 Hrp Truae 110 t1 1755324053JobReference (optional) uUmers FIf5I501rrce, rernpa, rranl "ny, IOUae jjbtt, r.a4U a APr IV WIo Nalex rnaUilrle&, Inc. WOO Mar 1D ue ZU Z4 Zu1 / re9e 1 ID:Zl7yacff3rgf5yObDEG68uzOU16-YZmRrYCg3ghxY7Y EnRgbZI797hbXbxiYw3ZnVlzaIIP 1-0-0 7.0-0 9.4-0 16.4-0 1 0-0 7-" 2.4-0 7.0.0 Scale = 1:29.0 Sx6 = Sx6 = II? 0 30 = 3x6 11 30 = 3x6 11 30 = 7-" 164-0 f 71n11 .4 0 7.16e Plate Offsets MY)-- f2:0-0-12,Edge),[3:0-3-0,0-2-01,14:0-3-0,0-2-01,(5:0.0-12,Edge] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Ved(LL) 0.17 5-6 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 V8R(TL) 0.32 5-6 596 180 BCLL 0.0 ' Rep Stress Incr NO WB 0,26 Horz(TL) 0.06 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 63 lb FT = 20°b LUMBER - TOP CHORD 20 SP No.1 'Except' 3.4: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 REACTIONS. (Ib/size) 5=1173/Mechanlcal, 2=1249/0.4.0 Max Horz2=85(LC 12) Max Upll115=-403(LC 9), 2=-442(LC 8) Max Grav 5= 1 273(LC 16), 2=1331(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=-2448/759, 3-4=-2060/697, 4.5=-2438l752 BOT CHORD 2-8=-609/2129, 7.8=-604/2096, 6-7=-604/2096, 5-6=-612/2130 WEBS 3-8=-198/844,4-6=-192/832 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4.4 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. NOTES- (11) 1) Unbalanced root live loads have been considered for this design. 2) Wind. ASCE 7.10, Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=2511, Cal. 11, Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; 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 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 403 lb uplift at joint 5 and 442 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) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 676lb down and 223 lb up at 9-4-0, and 676 lb down and 223 lb up a1 7-0-0 on bottom chord. The designIfselection of such connection device(s) Is the responsibility of others. r 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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 Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-4=-120(F=-66), 4-5=-54, 2-8=-20, 6-8=44(F=-24), 5.6=-20 conunueo on Dace z WARNING - y&rfly design pamrrWers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 011*7473 rev. f&MVI S BEFORE USE Dasigrl valld for tie orgy w1B1 Mllek®conneclom BYs design 6 based only upon paamelen shown, and Is for an hdlvi ival building componont. not o fruss syslom. Before uso. Iho building dos"Im roust vorlfy, the o;,1AI obIIy of design paamelers and Ixopedy 1lcorporato IhIs design Into the overall 1>IBdng design. Bracing kldlcaled Is to revert buckling of Individual Inns web and/or chord members only. Addllonal temporary and permanent bacing WOWIsalwaysrectulredforstabilityarvJtopreventcollapsewithpossiblepersonalhlMy, arxd poverty damage Fa general gukl nce tegadhlg the fabrication, storage, delivery, orecllon and bracing of hussasand truss systems. seeANSI/TPll Quality Criteria, DSB-69 and SCSI Building Component 6904 Pork& East Blvd. Safety Informallon available, hom bus Rate Institute, 210 N. too Strool, Sulte 312. Alexancift VA 22314. To"po. FL 33610 Job I russ russ ype ty T10650623 T80290 R15 HIP Truss 1 1 7S5324053 Job Reference(optional) tsuxaers rnslsource. Iompa. rum cry, rrorrao aasss LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8--475(F) 6_ 475(F) 7 "u a Apr III z915 Mil ex ma959res. Inc. woo mar 17 ue:zv:z+ Zu1 r forge z I D: Zl7yacff3rgl5yObD EG68uz0U16•YZmRiYCg3ghxY7Y E nRgbZt?9?hbXbxfY W 3ZnVlzati P A WARNING • Vefly dedon peremeten and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE A%7e73 rev. 1*V3W 15 BEFORE USE Design vdld (or use only with MlleM conneclors. Ills design Is based only upon parameters sown. and Is for an Y l";al building component. non MtoOusssystem. Betote uso. the banding doslgnen must verily the applicability of design grameters and property Incalarate this design Into Ito ove.c" brgd hg design. Bracht; indicated Is to peveni bmkWng of individual Iruc web and/or chord members only. Additional temporary and permanent bracing MiT®k' Is always rrxgbed for sk"lty, and to prevent collapse wllh possible p eesond trdWy and properly daenage. For genial guidance regarding the fabrication, storago. delivery, erection and bracing of tnrsses and Irtm systems, seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 690e Porke East Blvd Safety Information ovalldbble trOm Buss Rate trnslltute. 218 N. Lee Shoot. Suite 312. Alexandria. VA 2231e. Tempo. FL 33610 Job I fuss fuss ype y Ply T10650624 T00290 R20 Hip Truss 1 1 755324054 Job Reference(optional) Builders FUgSouice. Tempo. Plant Goy, Fronde 33566 1.b4V 8 Apt 1Y ZVIb MIRK IDOU8111*8, Inc WOO MOn 1> VB eWe!, ZVI r 1`89e 1 10: Zl7yactf3rgf5y0bD EG6Buz0U 16.1 IKpvuDTgzpoAH 7R L9Bg54 XMh5yOKPthll I K2CzallO 1-0-0 6.9.13 9-0-0 10-e-0 12.4-0 14$3 21.4-0 22.4-0. 1-0-0 6-9.13 2.2.3 1.8-0 1.6-0 2.2.3 6.9.13 1-0-0 Scale = 1:39.0 US i 20 II 3XS 5x8 = 9-0.0 LM-O /2-4-0 I 21.4-0 A." 1.A./7 1 A.11 n.0.0 Plate Offsets (XY)-- 12:0.2.10,0.1.81, 14:0-4-0,0-0.11, 16:0-4-0,0-0-11,18:0-2-10,0.1-81, 110:0.4.0,D-3.41 LOADING (pst) SPACING- 2-0-0 CST. DEFL. in loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.21 8-10 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.57 8-10 436 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horc(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 91 lb FT = 20%6 LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=837/0.8.0, 8=837/0.8.0 Max Horz 2=-96(LC 17) Max Uplilt2=-21 O(LC 12), 8=-21O(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1179/273, 3-4=-955/224, 4.5=-829/208, 5-6=-829/208, 6.7=•955/224, 7-8=-1179/273 BOT CHORD 2-10=-217/989, 8.10=-154/989 WEBS 5.10=-83/527 NOTES- (8) 1) Unbalanced root live loads have been considered for this design 2) Wind: ASCE 7.10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cal. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed ;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grlp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0pst 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 210 lb uplift at joint 2 and 210lb 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.' 0 WARNING • Vady design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M114473 rev. I0101130201S BEFORE USE Design valid tar use only with 141ek0connoctas it* design b based only upon parameters VxAvn, and Is for an Individual brrUdnlg component. not wt atrusssystemBeforeuse. the Irlldllg designer must verily the a iAlca lily of design Ixmanoters and lA W>eily hcogwrate tills design Into the overdl Irking design. Biaehg Indicated Is to prevent buckling of Individual buss web and/of chord members only. Additional temporary and permanenl bracing WOW Is always regaled fa stability and to gevenl collapse wllh possible pefsonal k*zy and property danage. for general gukknce iegading the labrlcatkln storage. delivery, erection and biacInp of busses and Iniss systems seeANSIPPI I Quality Cdtwlo, 0$9-89 and SCSI Building Component 6904 Perk* East Blvd. Salley Information available from Truss Rate InsI1Me, 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Tempo. FL 33610 Job ruse Truss Type oty ply T10650625 780290 R2t Hip Truss 1 1I 1755324055JobReference(optional) aUMOrt reswource. Tempe. Tram city, rrorraa 33bbe r.WrV OAPr lv zVro—ex rnousines, rno. WOO mar Io VO"ZO" / Tager I D: Zl7yacf f3rgl5yObD EG6BuzOUf6.11KpvuDTgzpoAH 7RL9Bg54XJS5zZKM7hlI I K2CzaltO 1-0-0 7-" 10±-o 14.4.0 21.4.0 224-0 , 1.0.0 7.0-0 383.0-0 7-" 1-0-0 -0Sx6 = 30 = 5x6 = Scale = 1:39.0 Ig 3x6 = 6xe = 4x6 = US = 3x6 = 7- 0-0 l 14. 4-0 21.4-0 _ 7. M 74.11 711-0 Plate Offsets (),Y)— 13:0.3.0,0.2-01,15:0.3.0,0.2-01,18:0.3-8,0.3.01,110:0-3-8,0-3.O1 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.11 2-10 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) 0.43 8-10 582 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.38 Horz(rL) 0.10 6 n/a r1/a BCDL 10.0 Code FBC2014rrP120D7 Matrix) Weight: 94 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3. 5: 20 SP No.2 BOT CHORD 2x4 SP No. t WEBS 20 SP No.3 REACTIONS. ( Ib/size) 2=163610.8.0, 6=1636/0.8-0 Max Harz 2=77(LC 12) Max Upl1112=-562(LC 8), 6=-562(LC 9) Max Grav2=1696(LC 15), 6=1696(LC 16) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3224/979, 3-4=-2721/894, 4-5=-2721/894, 5.6=-3224/979 BOT CHORD 2.10— 840/2865, 9.10_ 1003/3052, 8.9=-1003/3052, 6-8=-794/2814 WEBS 3-10=-280/1199, 4-10=-414/312, 4-8=-414/312, 5-8=-279/1199 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. 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=4.2psf; BCDL=6.Opst; h=2511; Cat. 11; Exp B: Encl., GCpi=0.18; MW FRS (envelope) gable end zone; cantilever tell and right exposed; 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 pst bottom chord live load nonconcurrent 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 562 lb uplift at joint 2 and 562 lb uplift at joint 6. 7) ' Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 676 lb down and 223 lb up at 14. 4.0, and 676 lb down and 223 lb up at 7-0.0 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 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) Vert: 1-3=-54, 3-5=-118(F=-64), 5-7=-54, 2-10=-20, 8- 1 0=-44(F=-24), 6-8=-20 Concentrated Loads (lb) Vert: 10=-475(F) 8_ 475(F) A WARNWG - VerW dedon paremefors and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE MD-7473 rov. 100302015 BEFORE USE Design valid lot use only vAlh Milek®conneclot& lilts design Is based only upon pcameters shown, and Is lot an Individual bonding component, not a buss system. Befoee use. the building doslgnot must verily the oixXicablilly of design peamelers and ptg7erly Incorlwrate 11t6 design Into the overall MDdh1g deslgn. Docklg Indicated Is to prevent 1wek161g of IndNkiuctl toss web and/or chord membets only Addtlorlal lompwnoly cud permanent taxing M iTek' h always ieatuhed lot st(ihllily aril to rxevenl collapse wtlh posWe rxnsonui tn)xy axial property ekxnage. For gerwraigukkme iegaidI g the fabrication, storage, delivery, erection aril btaci g of Misses and in=systems. seeANSI/IPl1 Quality Criteria, DSB-69 and 6CSI Sullding Component 6904 Porke East Blvd. Safely Inlormallon ovaliable from Russ Plate Institute, 218 N. too Street. Suite 312, Alexandria. VA 22314. Torrpo. FL 33610 Job T cuss Truss Type 0y y T10650626 780290 RFOt Flat Truss 1 2 b Reference (optional) durrders "sibource, i onlpa, mare uny, hlorrda J3bbb 7 64e s Apr 1 V 20t6 Mn ek rndusirres. Inc. wed Mar 15 06'2V'26 2017 Paget I D:D7yacff3rgf5y0bDEG6BuzOUf6•VxuB7EE5bHxfnRhdusi3el4dCVKB3psr_N2uaezallN 2I112I4-1.12 I 6.1-12 98d + 1I.F11 1 13.2-11 15.9.3 193-7 12.1.12 2-0-0 2 6.8 2 6 B 2-0-0 2-8 2 8 4 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 30 = 30 = 3x4 = 5 6 7 19 8 20 9 Scale a 1.31.5 30 = LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.06 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Ven(I.) -0.14 12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.04 11 We r1/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc puffins, except BOT CHORD 20 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. REACTIONS. All bearings 6-3-6 except Ql=length) 11=0.4.2. lb) - Max Uplift All uplift 100 lb or less at joint(s) except 11=-194(LC 4) Max Grav All reactions 250lb or less at joinl(s) 18 except 11=1440(LC 1), 17=956(LC 1), 16=366(LC 1), 14=2724(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=•4368/329, 7.19=-4368/329, 8-19=-4368/329, 8-20=-4368/329, 9.20=-4368/329 BOT CHORD 13-14=-113/2789, 12.13=-329/4368, 11.12=-339/2476 WEBS 2-17=-816/0, 3-16=-450/0, 4.14=•967/2, 8.12=-996/114, 7-13=-799/83, 6-13=-246/1795, 6.14=-3289/126, 9-12=0/2151, 9-11=-2749/382 NOTES- (13) 1) 2-ply truss lobe connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as lollows: 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 it 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) Wind: ASCE 7-10; Vult=139mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsi; h=15it; Cal. 11; Exp B; Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and Fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) 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 ANSVTPI 1. 5) Provide adequate drainage to prevent water ponding 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 194 lb uplift at joint 11. 11) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or other connection device(s) shall be provided sulficlent to support concentrated load(s) 845 lb down and 272 lb up at 13-7-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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 Continued on Dane 2 A WARNING - Voslly destgn panamsten and READ N07ES ON rh7S AND INCLUDED Mr7EK REFERANCE PAGE MLL7473 rov. 141=1 OIS BEFORE USE Dealgn valid for use only with Wlek®conneclors. n* design Is Uasod only upon paaneters shown, and Is for an individual biding component, not a Ire system. Before use. the I> dbV designer must verily the applkalAlty of desd(yl losanelers and property Incorioialo this design into the overall building design ®achg Indicated Is to prevent buckling of Individual truss web and/a chord members only. Addtlor" temporary and permanent bracing WOW Is always teciuked lot sktAlly and to prevent collapse with possible personal k*AFy and properly danage For general guidance regadIrV the lablcatbn. slorage. delivery. erection and bracing of muses and miss systems seeAN51/1PI I CuaBly Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Shcety information available horn Uaas Rate Institute, 218 N. Lee Street, SJto 312. Alexandria. VA 22314. Tampa. FL 33610 Job ruse Truss Type 0ry Ply T10650626 TB0290 RFO1 Flat Ttustt 1 2 176532405jobReference(optional) Bwlders Firat5suree. ldrrpd. Plant Gay. Flondo 33566 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-19=-324(F=-96), 19.20=-150(F=-96), 10.20=-54, 11-18=-20 Concentrated Loads (Ib) Vert: 20= 845 7 640 a Apt 19 2016 MTak Industies. Inc Wed Mar 15 08.29:26 2017 Page 2 ID:Z17yaclt3rgfSyObDEG6&u0U16-VzuB7EE5bHxtnRhdus0ol4dCVKB3psr N2uaezaltN A WARNING - Verity design peretnofon and READ NOTES ON THIS AND INCLUDED MITEK REFER.4NCE PAOE MD,7473 rav, I&MW IS BEFORE USE Design valid lot use only with Mnek® connectors lids design Is based orgy upon parameters shown. and Is lot an Individual btAdlrng component. not a buss systom. Before use. the building designer mull verily the appllca illy of design lxoarneters and prorxaly Incaro•ale M doslgn Info the overall biding design. Brachg Indicated Is to Ixevenl buckling of Individual Inks web and/a chord members only. Additional lempxeay and petmanent btaahg M iT®k' Is always iec"ed lot stability and to ptoveni collapse with possible personal it*" and properly damage. For general guidance tegading the fabrication. storage, delivery. erection and bracing of busses and MISS systems, seeANSIMI I Quality Cdterb, DSB-89 and SCSI Bulldingi Component 6904 Parke East Blvd. Safety Irgamallon available from puss Plate Institute, 218 N. Lee Sleet, SJte 312, Alexandria, VA 22314. Tango. FL 33610 Job Truss fuss I ype 0ryply T10650627 T80290 RF02 HatlHrpTruss t 1 1755324057JobReference (optional) tlu1108111 Frrer50urCo. r Ompa, vioni city. FbrOa 33566 1 549 6 Apr IV ze16 milex rnouauies. Inc. woo Mar it, ee'ze Z/ ZVI f rape 1 ID, ZI7yacf13rgl5yObDEG68uzOU16•z6SaKaEjMb3W PbGpSaDIAVdfsveGoB7_C t nR64zallM 1- 0-0 7-" 10.4-0 13.8-0 10.7 18..10 20-8-9 1- 0-0 7-" 34-0 34-0 2.2.5. 17 2-4.232.6.15 ' Scale = 1:38.1 5x6 i 3x8 = 2x4 11 6x8 = 3x4 = 3x4 = 3x4 = 3x6 = 2x4 II 3x8 = 2x4 II 3x4 = Q- 4-0 7-0-0 AA. r1 714- + n1u104 -0 1 152..910.7.7 + 1 e2.-7 10I 20-8-9 Plate Offsets QX Y)-- 12:0.0.1,0.3.01.14.0.3.0,0.2-71,112:0.3.8,0-1-8) LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.07 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.20 13-14 >814 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) -0.02 17 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix) Weight: 113 lb FT = 2040 LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD 1- 4: 2x4 SP No.1 BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 SLIDER Left 20 SP No.2 3.7.5 REACTIONS. ( lb/size) 11=1446/0-4-15, 2=-520/0-8.0, 17=2459/0-11-5 Max Horz 2=291(LC 8) Max Uplllt2=-738(LC 20), 17>72(LC 5) Max Gravl1=1478(LC 15), 17=2459(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=0/1802, 3-4=0/1822, 4-5=0/1628, 7-14=0/443, 7-18=-1221/54, 18-19=-1208/52, 8- 19=-1203/58, 8-20=-1682/0, 9-20=-1682/0, 9-21=-1682/0, 10.21=-1682/0, 10. 11=-1482/0 BOT CHORD 2-17=-1587/0, 16-17=-535/0, 15-16=-45/1065, 14-15=-45/1065, 13-14=0/1682, 12. 13=0/1682 WEBS 4-17=-1103/117, 5-17=-1638/15, 5.16=0/646, 5-7=0/675, 7-16=-1694/0, 8-14=-607/0, 9- 12=-791/0, 10-12=0/1912 Structural wood sheathing directly applied or 4-2-7 oc puffins, except end verticals. Rigid ceiling directly applied or 4.5.9 oc bracing. 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=4.2pst; BCDL=6.Opsf; h=1511; Cat. 11; Exp B; Encl., GCp1=018; MWFRS ( envelope) gable end zone; cantilever tell and right exposed; 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 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. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 738 lb uplift at joint 2 and 72 lb uplift at joint 17. 7) ' Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . 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 + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 uontinuea on Daae z WARNING - Vorlfy dedgn poromoton end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M67473 ray. 1OV3,2015 BEFORE USE Design valkl loi use only Win Milek9 conneclois. lNs design Is based only upon parameters shown. and Is far an exflvidual building componenl, nol a frt= system. Before use. Iho building designer must verily tihe cybptkalblity of design poiameters and pxopeily Incorixxote this design Into the overall building design. Bracing Indkoted Is to prevent bucMing of IrKIWLKA in= web and/ot chord members oNy. Addikbnal lempxxary and permanent Ixaci ng WOW Is always iw4ulted lot stability and to prevent cdlcnso wllh possible personal tipsy and popedy damage. For general gukknce regadtrng the latxkallon. storage, delNent. oroctkxn and bracing of Kisses and truss systems seeANSIfMl I Ouatily Cdterb, DS8-a9 and SCSI Building Component 6904 Porke East Blvd. Safety Information avalla ble from truss Plate InstfrAe, 218 N. lee Sheol. Suite 31•L Alexandria. VA 22314. Tempo. FL 33610 Job rues russ type b Ply 710650627 T60290 RF02 Hek Hip Trvas 1 1I 1755324057JobReference (optional) 041,11109111, haar50vrC9. I Ornpa. Ynam Gay. h10noo 31 S56 LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-4_ 54, 4-6— 54, 7-10_ 150, 2-11_ 20 Concentrated Loads (Ib) Vert: 10=-347 18=-20019=-134 20=-193 21=-266 7.6av a Apr 1v zv16 wok movarrrea. inc. Woo may 15 v6:zv:Zr zvl I "ay0 Z ID:Z 7yaclf3rgf5yObDEG6Buz0Ut6-z8SaKaElMb3W PbGpSaDIAVdIsveGoB7_C 1 nR64zaIIM A WARNING - Varf/y dodyn paranwart and READ NOTES ON THIS ANOWCLUDED WTEK REFERANCE PAGE M67473 mv. faDYlOtb BEFORE USF- Design valid for use only wllh Mllek®connoclors. lhb design Is based only upon pmmmeten shown. and A for an IndlvlcAKA Wilding component, not a Iwss system. Before use, the IAA dhg designer must verify the applealA ty of design pmameters and properly hcorlwrole Ihls design Into the overall bxDdng design. Bating Indicated Is to prevent txwlding of IrKOvk l Inm web and/or chord members only. Additional lernporay and permanent bracfrg WOWIsalwarysreedforste"lty and to prevent collapse vAlh possmle persagl lntrsy auJ property damage For gerrmol gJdknce regadJkg the labnk:ollon storage. delivery. erection and biOCIng of InnseS Caul Inn$ systems seeANSIMI I Ouatlly Cdloda, DS11-89 and SCSI Subding Component 6904 Parks East Blvd. Safety Information avalic"o from buss Rate frutlMe. 21B N. lee Street. SuBe 312. Alexandria, VA 22314. Tampa. FL =10 Job Truss fuss ype ty Ply T106S0628 780290 Vol Volley Truaa 1 t1 J75532/059 Job Reference (optional) ausaers rusrsource, r empa. from city, rronaa aasbb r bav s qpr t V zvtb Mi r eK maustrres. rnc. weer mar rb ve zv:zr evr r rope m ID:Zl7yact13rgf5y0bDEG6BuzOU16•z63aKaEjMb3W PbGpSeDIAVdstvoaoMV_C 1 nR64zaItM 2-" 2-0-0 Scale = 1:7.9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in Ioc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Veri(LL) -0.01 3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Verl(TL) -0.01 3 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -000 2 Na n/a BCDL 10.0 Code FBC2014lrP12007 Matrix) Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=50/1.10.8, 2=50/Mechanical Max Horz 1=30(LC 12) Max Uplilll=-9(LC 12), 2=-24(LC 12) 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=4.2psi; BCDL=6.Opst; h=2511; Cat. 11; Exp B; Encl , GCpi=O 18, MW FRS (envelope) gable end zone and C-C Interior(1) 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 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 9 lb uplift at joint 1 and 24 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." 0 WARNING • Verify dosrpn peramefon and READ NOTES ON THIS AND INCLUDED AMK REFERANCE PAGE M67473 rov. I&MMrb BEFORE USE Design valid for use only vAlh Mnek® connectors. This design Is based only upon paameters shown. and Is fa an Individual bukSng component. not Etobusssystem. Before use, the building designer must verity, the apdkabliN of design paamelcrs and properly Incogwrolo this design Into the overdl bu0tltrng design. 9ocing Indicated Is to prevent twcldlrQ of Individual buss web and/or chord members orgy. Additional temporary and permanent Mtr_bng MiTek' B always required fot skmBlly and to prevent collapse vAlh possible personal it#" and prorxtrly damage. For general guidance regadlng the kIIlrkatlon, storage, delivery, etoctlon and bracing of IRrsses arld IRlis systems. seeANSI/IPI I Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Solely Information avallable from buss Rate bnsOtule. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Torrpa. FL 33610 Job Truss Truss Type ty ply T10650629 T80290 V02 Valley Truss 110 1 / 1756324069JobReference (optional) Budders FbslSource. Tompo, Plant Coy. Flaido 33566 7 640 a Apr 19 2016 kook Industries. Inc. Wed Mar 15 09.29:28 2017 Page t ID:ZI7yacff3rgf5y0bDEG68uzOU16-RKOyXwFL7uBN 1 kr00HkXIj90O18aXp17RhX1eXzaIIL 2.11.1 4,0 2.11.1 1-0.15 2x4 i LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 3 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Verl(R) 0.00 2 rdr 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(fL) 0.00 r1/a We BCDL 10.0 Code FBC2014/TP12007 Matrix) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=66/3-11.8, 5=183V3.11.8 Max Horz 1=71(LC 12) Max Up11115=-76(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:13.0 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4.0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7.10; VUIt=139mph (3-second gust) Vasd=108mph; TCDL=4.2psF BCDL=6.Opsf; h=251t; Cal. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever [ell and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent With any other live loads. 4) ' 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 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.' A WARNING- Vorlly design paramotore and READ NOTES ON THIS AND LYCLUDED MITEK REFERANCE PAGE NIF7473 rev. 1411,93"IS BEFORE USE Design valid lot use only with MBeW connectors. 4* design It based only upon parameters shown. and Is for an Individual building component, not a Buss system. Below use, the buOdtng designer must verily the %plIcattilry, of dealpn pxsameters and Iropetty I ncorlxxoto this design Into the overall IxAdng design. Bracing Indicated Is to rrevent buckling of Individual truss web and/a chord members only. Additional Iemloray and permanent txcrtthD M iTek' 6 always required for stability and to prevent coilatxe with possible personal "ury and property danclge. Foe General guidance re jcodIr I the ki1xicallm sfoicW. delivery. erection and boating of Irtmes and Irussystems seeANSI/TPII 0uallty Criteria. DSB-89 and 6CSI building Component 6904 Parke East Blvd. Safety IMormatlan avallahle 8om leas Plate Institute, 218 N. lee Street, Su lle 312. Alexandria VA 22314. Torn pa. FL 33610 Symbols I Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-711, For 4 x 2 orientation, locate plates 0-'A4' 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 Ono (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. k9l - 1 Min size shown is for crushing only. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS M 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 loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm M1C MiTek 0 MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an 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 stock materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested portles. 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 wane at joint locations ore regulated 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 shall not exceed 19% at time of fabricotion. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservotive treated, or green lumber. 10. Camber is a non-structural conslderotion and is the responsibility of truss fabricator. General practice Is to comber for dead bad deflection. 11. Plate type, sae, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and sae, and in all respect equal to or better than that specified. 13. Top chords must be sheathed or purlins provided of 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 ore the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on 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 accordance with ANSI/TPI 1 Quality Criteria. RECORD COPY 17-20391I1 9 ^S 00 2tT 02 OS 20 as Fib 20-08-00 P2• •a 2 o ' o 0 0 (`tl •v ni o o r I JO I I I =- , J06 Jn J22 J0 J23 J23 0 A(_ 7- 00-00 u r 00_00 J23 ^ TCP a T-4 6PrIG wRLL I P K* PLL J23 0 IPL1 J23 0c 0 1 I' I = 106 J05 IIIt Jo- I. 1 gFiEL 16• EP HOJi i 'ACi JOP a 2 F 0 c i I I) U _OS Ctl7 J07 Jos 01 C G G G G O O G In In 0U] UI n 0 o r- a /A c CD G O O O G O O O =I O G O C. — — L. L6 11 1. 4 U_ L. t IG_nG_Gn LL IL L_ ti. I, L_ L, t, LL L>_ t_ ta. 11 11 L 11 LL rN _An I J_rfr_n^I 1 i_r .0_nn GEARING HEIGHT 56HEOULE 9 -Li Hanger List H1 HTU26 H2 THA422 NOTES: 1) FEFER TO HIE 41(PECUMAUDAM46 FOP HANDLM IN5TALLATION AND TEM70PAFY OWING) EFEF TO EK61!%E_'.E0 OFA'N:N65 FOE PEFMANENT OPACM F.EOU:?EO 2) ALL TFL55E5 (MU01% TFU%E5 WDEP YALLEV FPAK0Q WV OE CWFLEIELY DECKED 0? 7EFER TO XMI. VIM FOR AUMATE O?ACING PEOUIPEMENTS i ) ALL VALLE 6 AVE TO OE CO.WENiIONALLY FRAMED O1 OUADEP 4 ) ALL T"SE5 APE DE5I6NED FO(' 7 o c MAXIMUM 5FACIN(, tNLE% OfHEvM5E NOTED 5) ALL WALLS SHOWN ON PLACEMENT PLAN APE CON5IDEPEO TO OE LOAD DEAP;NG ME%OfHEFWI5E NOTED o 151 2 TFU55E5 M05i DE MiTALLED WITH THE TOP OEM UP 7 ) ALL ROOF TRU55 HATaGE-R5 TO 5E 5IMF50N HTU261k1LE55 OTHErM5E NO:EO ALL FLOOP TFU55 HAN6c 5 TO OE 51MPWN fHA422 ME55 OTHEPWR NOTED d) OEAMMEAOEPAINIEL (TOP) TO OE FURNISHED OY DUILDEP SHOP DRAWING APPROVAL THY, LArOU1 15 (HE 50.E SME FOR FADt1CMWN OF 14FhE5 MD 116A ALL FFEMA AX-1f ECILRAL Oz OIHER iWL LAY01i MVIEA AM WCOFAL OF M LA (OUT HUSl OE FECEWEO OERM ANY TOME$ WILL OE Oaf VERIFY ALL O*TITMv, FO MTE AGACAi M'*E5 t%AT WLLL PE91I N EXTEA (MME5 TO (OU fryu tJ OuuF Su au 11 0<I< r Buildiers FirstSource Orlando WME407.651•2:00 FA': 407-551.7111 Plant City FF' OIIE 913.759.595' FA+ 813.752-1532 Taylor Morrison Homes H Darlington A AL MIT% (111NQ Lot xx (Nt T , 11WIA INY 2- 4-16 1 Rick rip RECORD COPY City of Sanford Building and Fire Prevention Product Approval S Permit # tion Form SANFORD OA RTM' Project Location Address: 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.og 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 I. Exterior Doors Swinging herma Tru winging Ext. Door (front door) FL15225-R3 Sliding MI Windows liding Ext. Door (Standard SGD) FL15332.09-R2 Sectional Arnarr Garage Doors ectional Ext. Door (Garage SF) FL5302.10-R6 Roll U Automatic Other 2.Windows Single Hung MI Windows ingle Hung window FL37676.2,9,16 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 3.Panel Walls Soffits Ipha Aluminum, Inc. Storefronts Curtain Walls Wall Louver Glass block Membrane E.P.S Composite Panels Other 4.Roofing Product Asphalt Shingles Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Inc. Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Weather vent Vent Product nts Florida Approval # 9-It5 iami Dade June 2014 2 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 6.Shutters Accordion Bahama Colonial Roll u E ui ment Other 6.Sk li hts Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL2197-R5 Engineered 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 Applicant's Name Please Print) June 2014 Florida Building Code Online 6 V A C,* ice Page 1 of 2 Patki Dpf(f112R1d, acts Nome I lop In I user RepKlrauon i Mot Topics submit Surcharge I Slots a Figs Publiratimu FSC Staff acts She Map Unks SPsrO BusinesU3, USER: ApprovalProtssil Regulation Product Aeeraval lams > Produit or Avolkation SeAtCh> AooliQfta 19 > AWI=tlon Oaten al • FL 0 FL14239-R3 l Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 727)458-0544 benmeng80yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Ri Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida Ucense PE-OD46549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ted Berman, PE L,? Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1761-06 2006 ASTM D1761-88 2000 Florida Ucensed Professional Engineer or Architect FL14239 R3. Eauiv Eoulv.odf https://www.floridabuilding. orglprlpr_app_dti.aspx?param=wGEV XQwtDquDEJErtOSCei... 7/20/2015 Florida Building Code Online Page 2 of 2 14 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/23/2015 04/30/2015 05/06/2015 06/23/2015 FL* Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1' Steel Tic -Down Clip System (For Use with Mechanical Units and 2" Models at Roof or Grade) Limits of use Installation Instructions Approved for use in HVHZ: Yes FL14239 R3 It Dwo.odf Approved for use outside HVHZ: Yes Verified By: Frank L Bennardo, P.E. 0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This design provides allowable capacities for the FIL1423g R3 AE Eval.odf- system. The required site -specific design pressure (demand) Created by Independent Third Party: Yes shall be calculated by others for use with this design. o Neri Contad Us :: 1940 North Harm* Stew. Tallahassee FL 12392 phone: e5n.497.1 s24 The State of Florida is an ANEW employer. f=rleht 2D07.201 a State of Flnrlda.:: Privacy stateffem :: Accessibility Bdua0.Statentent Under Florida law, email addresses are public records. if you dD not want your a-mae address released in respatse to a Public -records request, do not send electronic mall Up this entity. instead. mnlaO the 01fte by phone or by traditional maU. If you have any quesborhs, please WnUICt $50.487.139S. •pvrsuant to Sedlon 455.27St 11, Florida Statutes, eff0dim October 1. 2012, Heenseft Ikensed under Chapter 4SS. F.S. must PrDvidC the Depanme 9 with an on" address it trey have eoe..The orraik provided may be used for oflayal cWhmunkatiari with the licensee. "dwever emab addresses are public record. If you do not wish to supply a personal address: please provide the Deppthant with an 0100 address which Can be made avaaable to the pubic. To determine it you are a licensee undoChapter4SS. F.S., please dick belL• produet Approval Accepts: 19®®® I'MUr itt'.UM"W1 https://www.floridabuild i ng.org/pr/pr_app_dtl.aspx?param=wGE VXQwtDquDEJErtOSCei... 7/20/2015 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS 751.8 I .. • • / MINWEIGHT, EACNL UNIT PER SEPARATE CERTIFICATION, TYP. ICENTEROFGRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE 1 SEE DESIGN MECHANICAL UNIT. G iCENTER OF I MECHANICAL UNITMUSTBE ,v-U uI/)r MAX' MULE UM URSQUARE OR RECTANGULAR. x vt I +•' \ G0. AV(f'! ' I AREA AND DESIGN NO IRREGULAR SHAPES. ` • I PRESSURE, TYP, IH 1 W i W STEEL TIE -DOWN CUFS. SEE DETAIL Lj3 d 213 FOR alP INFORMATION, i 3TYP. t . HOST STRUCTURE DESIGN /YY BY OTHERS. SEE DESIGN-" `• '" ' SCHEDULES FOR ALLOWABLE SUBSTRATES Gv7 3. 'LAX TYP. VH 3AR MECHANICALUNIT "' 1 TIE - DOWN ISOMETRIC TM OF CUP AND MHMBER or CUPS ISOMETRIC PER CORNER WILL VARY PER CONNECTIOX TYPES CI-C6 01 SLIP" 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE TIME MECHANICAL UNITTHAT CQNWRMSS TO THE o1Sto gESTRICTIONkMXJote USED TO NSS AND OgTGN CRITERIA USTCDMIkE THE MAXIM" LUCRE!". 9EE S H5 S fORDESIGN•SOI ILK) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE fOLLOW SO CRIEEUA- VWI-170MPH•, EXPOSURE TT 40' TAIL 10' DEEP a A0' WIDE, L00 UB (WEIGHT AS VERIFIED BY OTHERS) INSTALLED TD 3009 PSL MIN CONCRETE WITH (1)•2- CLIP AT EACH CORNEA OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE STEP RESULT I OETEIIMINE THE CONNECTCN TYPE EASED ON THE OL4GRAMSON SHEER 2 )CONNECTION TYPE 3 THIS INSTALLATION 151NTENOEO FOR A VVR-170 HPN, EXPOSURE'B'. THIS DESIGN 2 OETlA. dNE WNICXDESIGN SCHEDULE TABLE TO USE CRITERIA CORRESPONDS TO TABLE S 7 DETER,+, INE LARGEST FACC AREA OT MECHANICAL UNIT TO t INSTALLED 48'[40'06PT• THIS UNIT NEIGH OF AB- IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF IB'. NOT. I N= PRODUCT AIFROVAL ALLOWS THE UNIT TO DE INSTALLED ON TOP A CHeCK MAXIMUM UNIT HEIGHT RESTAICTION Of AN A/C STAND THAT IS A MAXIMUM"" TAIL SFAX A/C STAND IS Urnum, CHECK TD SEE THAT ?Me STAND DOES NOT EXCEED 30' IRA NEIGH S CXEOt FURINUM WILT WI07N RE$iRICTtO.V 1 NIT MPH • AB Hl S TER 7NAH M{RIMUM ALLOWABLE WIDTH 1' THIS UNIT MAY BE INSTALLED A7 ROOF HEIGHTS LESS THAN OR EQUALTO 1S FT. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOFTOP HEIGHTS GREATER 6 OETERNME THE ALLDWA6lE ROOF -TOP HEIGHT Of THE INSTALLATION THAN WIT AND LESS THAN 100 FT. SEE I-) ON TABLE S FOR THE NUMERICAL VALUES OF THIS OeSIGN EXAMPLE DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7• l0 AHD THE F1 0 + BUILDINGCODEFORUSEWITHINANDOUTSIDETHEHIGHVELOCITYHURRICANEEOI(A4)1 INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA VSEO TES CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7.10 SECTION 29.5.1 FOR ROOF TOP HEIGHTS (N) 960 FT ALO SECTION 29.5 FOR ROOF TOP. HEIGHTS N) 60 FT B 3CCTION 29A.1 FOR INSTALLATIONS AT GRADE (Gr-X_-),IQ WITHIN THE HVNE. GC, 1. 10 H7ITTSIOE THE HVILZ, (G4 IS FOR ALL LOCATIONS (ODIFCYRIL$T), ALL OTHER DESIGN VALUABLES AM DI A AICE WITH AM 7.10 CIA 7M 26 B 29, THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APHROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30' TALL A(C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SChEDULES. GENERAL NOTES: L THIS PRODUCT HAS BEEN DESIGNED AND SMALL Be FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA GUILD34G CODE B ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 7 NO 33•t!3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3 OEStGN IS BASED ON aIEYT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS SM119) O7M7A. +TEE. 01970U70 BY TESTING EVALLIATON LABORATORIES, INC. NOSUBSTITUTIONSW"a WRITTEN APPROVAL BY THIS ENGINEER SMALL BE PERMITTED. A. MAXIMUM B MINIMUM OIMeNSIONS AND MINIMUM WEIGHT OF MCOIANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HCRCIN. ALL MECHANICAL SPCCIFICATONS ICU" SPACE, TONNAGE. ETC) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR S. FASTENeRS TO SC ALI X %' OR GREATER SAE GRADE S UNLESS NOTED OTPERW ISE TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND. CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEOULE FO3 ANCHOR REQUIREMENTS. ALL FASTENM SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL S IVEL CLIPS STALLSE ASTM A253 STEei (GRADE O) WITH "33 KSI OR BEER TT. ALL STEELMEN= SHALL BE PROTECTED AGAINST CORROSION 1VT K AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION, G9o-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL COACRETE A' MIN, TUCK AND STALL HAVE MNIMUM OD14PRESSIVE 5TRB6VM OF 3000 PSI, UNLESS NOTED OTHERWISE. 9. THE CON TRACTOR 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM OISStMIAR MATERIALS TO PREVENTELECTROLYSIS. 9. ELECTRICAL GIAM, WHEN REQUIRED, t0 BE DESIGNED B INSTALLED BY OTHERS, 10. THE ADEQUACY of ANT EXISTING STRUCTURE TO WITHSTAND SWERIMPOSED LOADS SHALL&S VERIFIED BY IKE ONSITE OESIGH PROFESSICIµAND IS NOT. UICLUOEO IN THIS CERTFTCATON.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIfICATION5 OR AFFUtMATION5 ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED XEREIR, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PR -DARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12, WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SMALL BE THE FELL RESPONSIBILITY OF THE IVSTALUNG CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATIOV ANO INSIA LAr.ON OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SMALL BE ME FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VNt WIND SPEEDS USED IN THIS APPROVAL. SEE SECTION 26.7.3 OF ASCE 7.10. J F& Z a 'i Pt„ z a IN Wok z' a X m 15- 2378 R i i W •' 14( t; pppppZ C x o ~. 3'MAX I l' CUPS TYP. (' CUPS T'f+.'a i . P1A)f .. ` " 7 MAX' 4 ANCHOR SCHEDULE: 1" CLIPS sussTRAIL OESCROPT20N q•S/16.0 CARBON STEEL ITW sUILOC( TAPCON. CONCKCTE: 2Y.• FULL EMSCD TO A- THICK MIN' amotET6 3*-"1". 3000 PSI MIN ) EDGE DISTANCE. 31. Nm. SPACING TO ANY ADJACENT ANCHOR L)•d I< SAE GRADES ALUMINUN• SHEET NEIAL SCREW TO 0.125' Min. ALUMINUM, BOVIOE (S) TRICK. 606146 FLTTHJE5 PAST MIN. ALUHIRUM) PLANETHREADWE STEEL: 1)•P IP SAE GRADES 0.12S• NIN. SHEET METAL SCREW TO THICK. 33 K9 STEEL, PROVIDE (5) NIN. Stmi PITCHES NIN. LAST THREAD FLARE 2" CLIPS sun t)-5/16.0 CARBON $If- ITW sunOEx TA/CO:•y CixiCRETE: 2y' FULL EMSED TO 'si RUCK MIN, CONCRETE. 3)L•Min. saw PSI Mil".)EDGE DISTANCEA- HIII. SPACING TO AIR ADJACENT ANCHOR. zf' 44 SAE GRADES ALIIHINUN• SHEMETAL SCKEYJS TO 0. 125• MJN. AET LuRmull. PROVIDE (5) TMIc<. 6061•T6 CHEM. PRTHHREADMIN. AIIWU..UM) RREAD LPASTAVESTEEL: 2)-01/ SAE GRAPE S 41AWMm. SHEET METAL SCREWS TO THICK, 33 K9 STEEL. PROVIDE (51 MIN. SI LEU PTTCHES HIM. PAST THREAD BONE T( P. I " - 1. LMDEDMENT AIJD EDGE DISTANCE OKLUDES FINISHES, IF Ap"U CRELL 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. CONNECTION TYPE C 1 3. SEE OETARS OR SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL W"Ir- CONNECTION TYPE C2 C1 1' CUP • UTILIZE (1) AT EACH CORNEA FOR A TOTAL OF (A) PER UNIT I- CUP - UTILIZE (2) AT EACH COPHF.RFOR A TOTAL OF (5) PER UNIT 8 `• 8 ` A W 3 FJ r cups : 3. NAx hp. ••4 TYP r r a (Ps Iw TYP. qC( UNIT WIDTH j 6' aAx i 6• M'1'x CUP OFFSET ( )_CUP PAIR SPACING—; I CLI? OFFSET ri r'r----I—Tn. 3' TYP MECHANICAL F- CLIP-CUP UNIT PER SPACING SEPARATE CERTIFICATION UTILIZE ( A) CUPS EA SIOE OF UNIT FOR A TOTAL OF 8) PER UNIT C3 CONNECTION TYPE C3 CONNECTION TYPE C4 5 ALTERNATE 8 CLIP DETAIL raj! • UT1UZE (1) AT EACI( CORNER FOR A TOTAL OF L) I Ni N. T.S. PUN VIEW 2• W PS - VTTL(2E (2) 4T EA[/I CORNER FOR A TOTAL OF () PER Ur<T 3 THIS OETAII NAY BE VSCO AS AN ALTERNATE GEOMETRIC PATTERN FOR ALL CONNECTION TYPES THAT UTTUZE (2) CUPS AT EAO( CORNER FOR A TOTAL OF (0) CUPS PER UNIT. CJ Z H Zd^ Odd; r- LLJ Z` O 0. = M9 G m 15- 2378 MA 4 Al FOR ANY CLIP LONGER THAN 10' 0391 IRILiZE (5)-F12 SAE 1(' TYP. GRADES SHEET METAL SCREWS, TYP. v 0.06B' THICK IASTMA283 V eSTEEL. TYP OS o 3)-/ 12 SAE GRADE 5 f. 3 J SHEET METAL SCREYIS 0 1n{ FOR CUPS UP TO 5' LONG. UTILIZE (S)-A t2 c H SHEET METAL SCRCWS i Q® FOR C1v5 lOIIGEa THAN r. TYP. 0 HOLE, WITH OIANCHORFROMI' CUP ANCHOR 0.75' SCICOULE, TYP OTHER DIMENSIONS a37S' s(M:LAR) a6, y c 1 1" CLIP ISOMETRIC DETAIL 3 N,TS. ISOMETRIC 0.12 OT I OR 3* TH 0. ICK O Q AST ASTMA783 b STEEL, TYP. 3)-I32 SAE GRADE 5 MEET METAL SCREWS FOR CLIPS 1' LONG. UTILIZE ( 4)-*12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4'. N O TYP, O Y'0 HOLES, NOT TO BE USED FOR ANCHOHts. nv. o' 37r 0. 75 Q7• 0' w FACTORY- NIUED wo HOLES. y so'o -^ UTILIZE ( I) OR (21 ANCHORS L FROM 2' CLIP ANCHOR SCHEDULE, TYP. O. SO' / 2 2" CLIP ISOMETRIC DETAIL 3 N.T.s ISOMETRIC MCCHANICAL UNIT BY OTHERS. ALUMINUM MOUSING UNITS SMALL BE 606346 MIN. ALUMINUM SHEET WITH Fty.30 KSL 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy-33KS( MIN. STEEL, GRADE 33, 22GA MIN. (te0.0ZW). 0. 066' THICK ASTM A283 STEEL CUP, TYP. CASE OF UNIT SMALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED. TYP 3)- 012 SAE GRADE S SHEET METAL SCREWS FOR CUPS UP TO S- LONG. UTILIZE (S)-017 SHEET METAL SCREWS FOR CUPS LONGER THAN 5'. PROVIDE (5) PITCHES MIN. PAST THREAD PJWE FOR EACH SMS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER i ANCHOR SCHEDULE VARIES) 1" TIE -DOWN CLIP 3 ANCHOR DETAIL 3 r • 1'A' DETAIL CLIP IS DCSIGNEO FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS,.ALVMINUM HOUSING UNITS SMALL BE 6063-T6 M,1N. ALUMINUM SHEET WrH Ry-30 KSL 0.12S' MIN, THICKNESS, STEEL HOUSING UNITS SMALL Be ASTM A653 Fya33KS1 MIN. STEEL GRADE 33, 22GA MIN. (t-0.0299'). 0. 072. OR altl' THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SMALL BE FLUSH WITH &Am OF CUP, NO SPACE PERMITTED. TYP. 3)- F l2 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 4' LONG. UTRZE (4)-F 12 SHEET METAL SCREWS FOR CUPS LONGER THAN 4'. PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 1) OR (2)ANCHORS PER ANCHOR ur SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE i, i'•%;/ (VARIES) 2" TIE -DOWN CLIP a ANCHOR DETAIL 3 r . E•-0' oeTAu CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF L•ACH MECHANICAL UNIT, TYP. u Z0I! Ag O - F G Li '^. d g ZffLLI r O 1. 4 E m 15- 2378 I TABLE 1: Vult=175 MPH, EXPOSURE C TABLE 2 : Vult=175 MPH, EXPOSURE D ' FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE-) (FOR USE WITH A RISK CATEGORY II SFRUCTURE 1N THE HIGH VELOCITY HURRICANE ZONE-1 It ALLOWA RooR00E-TOP HEIGHF(t!1 - ALLOWABLE ROOFTOP HEIGHT (H) - 1 I IAREAUM_ _ C•OCAW (NFI I TIE- OOWN CONFIGURATION ME II SUMAIMUM MAL Uu ' C! SR+ACE AREAOF UNIT UNIT Cl C2 C3 C<RFACEMAEAOF UNITUNTSLARCSTHEIGHT WIDTHVNR'SEANMOTH Q'i9O s.SBA TE K•• ~Sn RGEST 1 /i •, FACE FACE 1 6 FT' _ 1 lA' MA% ( 12' MIN N/A 1 AT GIUOE ATGRADE H_S 200 R } __ 6 Fr - - 2P IAM t2' MOt N/A- Tl ATGRADE AT GRADE N f ZOD R Y LL 1u 9fT' 32'ALAJ((. LrS•M1N •. N/A ATGRADE ATGRADEH560FT FT' 3TMA)t IS•MIN N/A ^TGMOE NM M530R = i" i _ __a R'-C___ ATGMOE _N52-OOfT ATGRADE HSMFT E;Iwz!j AR ai GRADE' H5200R H530FTHSSOOR -- _ _ . WW .416 6R' AY GRADE MSAOR ATGRADETHf200-FT-I 6F%+ I WA 1 HS15R ATGRIIO! NSIOOR 9R' _y AB'MAX ' 24•MIN N/A i At GUM ATGRADE -N5160FT 9R' AS MAIL IA -MIN --WA I ATGRADE AT GRADE OW y 12 FT' ' WA AT GRA_OE ATGRADE - H S d0 FT :2 iT' N/A _ AT GR110E N_+ ATGRADE l6FT' _M/A - AT GMOE MT AT GRADE 16 FT• + N/AAT GRAD[ _ _ N/A T GRADE ti O t- --•- - + N AATGRAOE N_/A 0.T GRADE s 20 R' N/A AT GRACE _ N/A . ( ATGRADE 20 R _ / ISfT' N/A ATGRADE N/A 4TGRADE 2SFT+ MIA N/A WA _ ATGRADE 60' MAX AB' MIN 30 f7' W4 Gw MAX Ar MIN -;1%Atl/AATGNtDESTJFTf _ _WA J WA WA At GRAM. _ 1 • . WA 0/4 __.. WA . ATGRADE f -- R+ ___ F A WA N/A T_ATGMDE a TH6TABLE IS PERMISSIBLE TO BE USfo MINIM THE HVNZ WHICH CONTAINS BROWARO AND iFRS TABLECIPERMISSIBIE TO BE USED WITIIUJ THE HV/2 W111CI1 CONTAItL50ROWARD AN-D V M MIAMFOADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPl1CABUTY MIAMFOAOE COUNTIES. CHECK WITH LOCAL AUTNONTY HAVING JURISDICTION FOR THE APPLICABILITY Z • OF THIS TABLE WITHIN CFRTAIN FLORIDA COUNTIES. OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. J ff TABLE 3 : Vult=170 MPH, EXPOSURE C TABLE 4 : Vult=170 MPH, EXPOSURE 0 „ t FOR USE VAIN A RISK CATEGORY 11 STRUCTURE-) (FOR USE WITH A MS%CATEGORY II STRl1CrURE-) Z a ALU"LE ROOF•70P HEIGNT(H) -_ _ ALLOWABLE ROOF -TOP HEIGHT (H) _ __1 ••• TIE-DOW4 CONFIGURATION TYPE TIE-0OWN CONFIGURATION TYPE EIJ s n_ SURFACE AREA OF ! UNIT I UNIT E SURFACE AREA OF UNIT UNIT CI C2 ' C3 CAZLINTSLARGEST ('(EIGHT' WIDTH Cl Cl C3 C4 UNITS LARGEST HEIGHT WIDTH I" T FACE FACE AT GRADE d W AT GRADE 6F' P i2A• MAX' 12' MIN tf/ A H92WFF . 6p PT<HS IGOR HSZWFI 6FT' 24'MAY 12'MIN N/A I HS200FT !60 FT<H S60R HSIOOFi m ATGRAOE H 9Fr 132-MAX IS' WIN N/ A I HSLSR AT GRADE HS200R 9FT' 32- MAX 'I5'MDN NIA N/A HSIGOR 60 Fr<H S 200 FT6O FT NH 000 FT i e AFT' ( AT GRADE H520pR I H5100F1 Hs7DOR AR' AT GRADE HS2WFT Hs200 FT H5200 FT 'a8 •+ 60R< Hs.WFI I '60 FT<HSIWFr _- a-1,, 61311,,,j AT GRACE Hs200FT 6 F7' 1 HlaOR R H52006FT' TVA H:200RHS15RH5200Ral 2.161.1 I It. 6pR<H5200R • 6GR< H 6200FTF HSISR 8, t ilE 9FT' LAO B'MAX; 2A' MINIf/A HS200R6orr4NfEOR' HS200R 9FP AB' ' MAX 2aMIN N/4 AT GRADE Ns200FT 1 60F1<NSIOOR' +y I NA 41 GRADE N/A T HS2mR ' 12R' NJA ATGRADEMIA NS200 Ft I Ai Y 11R / EOFf<HSIlOif( _ 8A` P i 60R<H SIW Fr. _ _ _ . _ - NIA AT GRADE N/A HS200R16R' N/A WA N/A H S AO FT C Y 16FTI 6pR<Hs700R; I- NIA • ATGRADE NIA N S 200 FT 20 FT' N/A Ili GRADE NIA N S AO FT FA 20 FT' 60 R<H 5200 FT 4 1 ;2 f GME 2SFT'• N/A N/A ., N/A H530FT 75 FT' NIA N/A NIA AT H5Z IGOR<HS2WFT 6orr<H52wR 15-2378 a 60' MAX 4B• MIN - - • - - AT GRADE _ 60' MAX Ai' MJN _. _ _ 30 FT' NJA fJ/A N/A 30 R' NM MIA N/A AT GRADE Sum NO 6pR<Nf160R 60fT<H3100FT iEaoeSwPltonl 36 R' I NIA 'NIA NIAATGRADE _ 36fT' M/a NIA N/ A AT GRADE AS AN EXAMPLE, THIS TABLE IS ERMRY 1S31BLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL • AS AM EXAMPLE. THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING IURISOICTION FOR THE APPLICABILITY OF MIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. AUTHORHAVING JURISDICTION FOR THE A tICAIWIfYOf THIS TABLE COITION CERTAIN FLORIDA COUNTIES. d il TABLE 5 : Vutt=140 MPH, EXPOSURE B IFOR USE WITH A RISK CATEGORY 11 STRUCTURE') I AlLOWARE ROOF -TOP HMW DG TIE.00WN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT Cl CZ tl CAjUNIT'S LARGEST HEIGHT WIDTH I 1 FACE 6FP , N•MAX 12-min. Sl20 Frl H5200FT Hs200Fr H3200FT 9 FT' I3r MAX I IS•Mill ATGRADE a Hf ZOO FT Hs 20D FT HiZ00 FT IFP I I HS2WFF f H11200 FT Hs ZODFT HSZOO FT 6iP 1 a60R<40 FT FF' N9200 FT H1200 FT XSZOD FT HSZW FTI9fi' a6'MAX 2s•MIN AT GRADE ' WR<H 560 FT i NSIW FT 0f200R Hs2WFT I12FT, = AT GRADE H1200 FT HSaOR 60 FT<H 5200 FT NS2WR16FT' N/A NS2W FT HS1SR FT <HS1W fr 4- 20 FT' WA H52WR NSIS FT 160 FT<HSIROFT HSIWFT H FT' ATGRADE 25 FP WA s4O 160 FT <H S 200 FT. 60 FT < H S 60 FT H320D FT 60'MAX a6•MIN :.•.—__ - .. 30 FP• I60 F1< IHIFTWRAT GRADE _• XS2WR 36 Fr' 1 N/ A WA ATGMDE ATGMDE N32W FT AS AN EXAMPLE, THESE TABLES ARE PEAMIS96LE TO 6E USED WITHIN 6REVARD COUNTY. O'ECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPUCA6IUTY OF THIS TARE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D FOR USE WITH A RISK CATEGORY II STRUCTURE-) — MAXIMUM SURFACE AREA OF UNIT UNIT Cl UNfr' S=EST HEIGHT WIDTH FACE i I 12' 6FPZ/• MAX MIN WA 9 FP 132• MAX IV MIN N/A aFP GOFT<HS2 H5/ 0 FT FT 6FP AT GRADE 6OFr < NS IW FT 9 FP as' MAX 21• MIN ' WA 12 FT'^• N/A 16 FT' N/A 20 Fr N/A 25 Fr WA 60• MAX 46'MIN 30 FT' N/A 36 FP WA TABLE 6 : Vult=140 MPH, EXPOSURE C e Pk. FOR USE WITH A RISK CATEGORY R STPIUCTURE'1 ALLOWABLE R(pFTOPXEIGIIT DI) i TIE4)OWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT .. UFATfILARGEST HEIGHT WIDTH Cl C2 ( tl I U : 9,•• ICE 0114 6fT' 21'MAX 12'MIN 1 ATGRAOE HSZWFr H52WR H52WF%iydH319iT a9FP32'MAX 1S'MIN NJA XfZW FT XS2W Fr60R<Xf2WFT / FP H 1200 Fr H S 200 FT H S 200 FT H S 200 FT AT GRADE 6Fr 60FT<XSlTOFT H52W f7 Nf2W fT I H52WR UI 9 FT' 'Ar MAX( 2/•MIN AT GRADE HS200F7 w"F HszDE, NSZOOFT bW I2 FP N/A HS200FT J60 FAt GRADE HsZ00FT I A FYI- 16FT' ( WA 60 FT<H5LO fFr AT GRADE— - Hs20D FT a S30 FT U 20". NIA NATGRAOE 145IWFT . Yr I 6o FT < HSIW FTpz,.l d AT GRADE 25fP WA 60 FT<H5110Fr- AT GRADE• NS2W FT _ 2i WMAX aM MIN 30 fP 1 I N/ A AT GRADE WA H 5 ZW Fr z Sb 36 FT' _ _ i N/AY4^•ATGRADE -WA.-_ HS30FT 1 O t6S: ^' z€ t 1Y s ul 3 ss 8 AIlOz WA6lE ROOF - FOP HEIGHT IHI ---- I -•I TIE-OOWN CONFIGURATION TYPE C2 tl U G Hs2W FT - Nf21 60 H930FT ooa FT<Hs2W FT r I'a al I , ATGRADE - - 3 •' 11 HS2W FT 60FT<Nf1a0FTHSZWfT ) pa= gq1l"'31 H5200FT N52WFT--1152W FT 1 OC IOI M 52W fi HS2W FT F7 HSZW F7 -IH 52WNf15FF J7 R HSZW FT 60FT<H52WFT _ s s'Ei HSIOFT ATGRAOE HSZWFroil' SOFT<HSIWfT60FT<HS50fT AT GRADE N/A NSIOOFr a " wasot lN.mmPE fO FT <Xf2W fT _ _ _ AT GRADE AT GRADE H:ZWFT 15-2378 60 FT<H S200 Fr. wT AT GMOE 60 FT, 0FT WA H52W FT 1 N/A _...._Hs:0 FT 1 I' WA WA' 60FT<H5200R, N/A N/A ATGRAOE ', V W FT<H S 2W FT: `•J It W•E • •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 with AST - 1.761-88 test standards per test report(s) #TEL 01970387A and #TEL 01970387E by Test; Alu l l ratorie Inc. ` ' • "rO STRUCTURAL ENGINEERING CALCULATIONS Rfised gngjqeer's Seal VeJid for Structural engineering calculations have been prepared which = images NP• evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. 3. Maximum Allowable Unit Height Minimum Unit Weight Frank• ac PE004 4. Maximum Allowable Unit Surface Area q lrrlri 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 5W 12TN AVENUE # 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WW W.ENGEXP.COM i 1 ENGINEERING 1=:1 1=tCSS• 4/14/2015 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 12T" AVENUE * 106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM r Florida Building Code Online Page 1 of 3 man e"r r r F 0''& D.,p11 WI0P 80S Home I log In I User RegWrsUon i Hirt Topics I Submit Swcha,rpe i Slats a leas I PuDlkstloia iaC sun aCiS site l't:D Unes Search Busines bf'essi - al *USER:PubkUser product Approval Regulation ftjX1LK1AMKMlH"U > ptodutt a ADOII[atMn Sawn li > Application Ust > Appllatlon Detail FL ft FL2197-RS Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MiTek Industries, Inc. Address/Phone/Email 14515 North Outer Fourty Drive Suite 300 Chesterfield, MO 63017-5746 314) 851-7480 Ext7480 dwert@mll.com Authorized Signature David Wert david.c.wert@mii.com Technical Representative David Wert Address/Phone/Emall 14S15 North Outer Fourty Drive Suite 300 Chesterfield, MO 630175746 314) 851-7480 dwert@mii.com Quality Assurance Representative David Wert Address/Phone/.Email 14515 North Outer Forty Suite 300 Chesterfield, MO 63017 314)851-7480 dwert@mll.com Category Structural Components Subcategory Truss Plates Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ]CC Evaluation Service, LLC Quality Assurance Entity Quality Auditing -Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2015 Validated By ICC Evaluation Service, LLC. Certificate of Independence . FL2197 RS COI Certificate of "Independence for Evaluation.odf Referenced Standard and Year (of Standard) Standard Yfrs[ ANSI/TPI 1 2007 Equivalence of Product Standards Certified By Sections from the Code https://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDgvrTEx%2bbkf... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option C Date Submitted 06/11/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/05/2015 FL # Model, Number or Name Description 2197.1 M18SHS 18 ga. super high strength truss connector plate Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Can use HVHZ per ICC-ES ESR-1988 Supplemental for the Florida Building Code Installation Instructions FL2197 RS 11 InstallationESR-1988 ADril2011.pds Verified By: ICC Evaluation Service, LLC Created by Independent Third Party: Evaluation Reports FL2197 RS AE ESR-1988.Ddf 2197.2 MI 116 16 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1711.2197 RS II lnstallaUOnESR-1311 Nov2011.odf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 M AE E-1311,Ddf for the Florida Building Code 2197.3 MT18HS 18 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 II InstallationESR-Alfa Aor112011.Ddf' Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other. Can use HVHZ per ICC-ES ESR-1988 Supplemental FI 1 7 S AE SR-1988.odf for the Florida Building Code 2197.4 MT20 20 ga. truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 RS 'II InstallatlonESR-1988 ADr112011.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1980 Supplemental F 719 RS AE FSR-1998-2df for the Florida Building Code 2297.5 IMT20HS 20 ga. high strength truss connector plate Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2197 R5 II InstallationESR-1311 Nov2011.Ddf Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: N/A Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: Can use HVHZ per ICC-ES ESR-1311 Supplemental FL2197 RS AE E-1311.Ddf for the Florida Building Code. Contact us :: 1d0 North Home Street. Tallahassee i< „" Phan:-es0-487-1e24 The State of Florida Is an AJVEEO employer. Cehmvdaht 2007-201] State d Florida.:: Privacy Statement :.'Acoessibnity Statement : Refund Statement Under Florida law, email addresses are public records. If you do rat want your a -mall address released in response to a Public -records request, do not send electronic man to this entity. Instead, conch the office by phone or by traditional mall. If you have any questions, pease contact 850.497.1395. •Pursuant to Sedan 455.275(t), Florida Stabiles, effective October 1, 2012, licensees Ikensed under chapter e55, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However emae addresses are public record. If You do not wish to supply a personal address, plem provide the Department with an email address which can be made available to the public. To determine of you are a licensee under Chapter e55, F.S., please dick b=. Produd Approval Accepts: WIN90® https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 Florida Building Code Online Page 3 of 3 Cre 'lA E https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvrTEx%2bbkf... 7/20/2015 Excerpt from ICC-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. Excerpt from ICC-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. 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 EVALUATION SUBJECT: MITEK° TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC . ICC. ICC - c PMG' ;.LISTED Look for the trusted marks of Conformityl 2014 Recipient of Prestigious Western States Seismic Polity Council WSSPQ Award in Excellence" A Subsidiary of CON Or ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ' lieorexpressimpliedrecommendationforitsuse. There is no warranty by ICC Evaluation Service, /, C, ex pp d as to any finding or other matter in this report, or as to any product covered by the report. r.oac oamuio Copyright © 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 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 53-Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mli.com EVALUATION SUBJECT: MiTeke TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HST"" 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 International Building Code® (IBC) 2012. 2009, 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Property evaluated: Structural 2.0 USES MiTeke metal truss connector plates are used as joint connector components of light wood frame trusses. 3.0 DESCRIPTION 3.1 MiTeke 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 form, 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 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTeke M-20 and Mil 20: Model M-20 and Model MII 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 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 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-inch-long (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 MiTeke M-20 HS, Mil 20 HS, and MT20HST'": Models M-20 HS, MII 20 HS, and MT20HST"" 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 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/44nch-by-1minch (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 centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-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, I c-a Evaluutian Reports are not to be construed as representing auihetics or any other attributes not speclflcally addressed, nor are they so be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Semite. M.C. express or implied, as to any finding or athcr nuttier in Otis report. or as to any product covered by the report_ Copyright 0 2015 Page 1 015 ESR-1311 1 Most Widely Accepted and Trusted Page 2 of 5 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. 5.4 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. 4.2 Allowable Design Values: Allowable design values for MiTeke metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTeke metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 6.6 5.6 5.7 5.8 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTeke Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTeke Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSIfTPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. Metal truss connector plates must be installed in pairs, on opposite faces of truss members. Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. MiTeke metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek* connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTeke Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 6 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Iblin'/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 -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and MII 20 Douglas fir -larch 0.5 220 195 180 190 Hem -fir 0.43 185 148 129 145 Spruce -pine -fir 042 197 144 143 137 Southern pine 0.55 249 190 184 200 M-20 HS, Mil 20 HS and MT20HS Douglas fir4arch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fa 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: tlb/in2 = 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. 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 = Plate perpendicular to load. wood grain perpendicular to load 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. TABLE 2--EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Pounds/Inch/Pair of Connector Plates Efficiency I Pounds/Inch/Pair of Connector Plates Efficiency Pounds/inch/Pair 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 0.50 880 0.59 1505 Tension ® 900 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI-1 with a Deviation (see Section 5.4.9 (e)] Maximum Net Section Occurs over the Join12 Tension ® 00 0.68 1945 0.62 1091 0.67 1716 Tension ® 900 0.30 849 0.48 841 0,52 1321 Shear values Shear @ 0" 0.54 1041 0.49 574 0.43 761 Shear ® 30° 0.61 1173 0.63 738 0.61 1085 Shear ® 600 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear ® 1 W 0.35 672 046 5" 0.3 537 For SI: 1 lblinch = 0.175 N/mm, I inch = 25.4 mm. NOTES: Minimum Net Section - A line 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. 2MaAmum 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 4 of 6 033W 0is& 042r b 4 mm 4 10. tl mmHm o-o-o o a 000oooooa 0000 o00000000 00000 M- 16, M 1116 0125' 0 25M 0125• 0 3e5f' 3 2 mm B 4 mm 12 mm 9 3 nnun I 000000000000 0000000000D0 6 000000000000 1: 1. 100000000000 000000000000 000000000000WDiH M- 201 M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR4311 I Most Widely Accepted and Trusted Page 5 of 5 0 12V 0.2W 0 SW 0 36Y 32mm 64mttm 1279"m 9tt3mm 000 goo 000 000 goo goo Oo 000 000 tr000 000 000 Boo v 00o 000 goo goo 000 M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (in Inches) (Continued) ICC-ES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 4344200 www.rnii.corn EVALUATION SUBJECT: MiTeke TRUSS CONNECTOR PLATES: M-16, MI116, M-20, MII 20, M-20 HS, MII 20 HS, AND MT20HS*" 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MTeke truss connector plates M-16, Mil 16, M-20, MII 20. M-20 HS, Mll 20 HS, and MT20HSTM, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Codee provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. fcc-a Evaluation Reports are not to be cou/rued as representing aesthetics or any other attributes nut spec/jically addressed nor are they to be eonurued as an endonement ojthe subject ojthe report or a recommendollon jor la use. There is no worranty by lCC F,voluation Service, ld.C. express or tnotei( as to any fording or other hotter in this report, or as to any product covered by the report Copynght 0 2015 Page 1 of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.orst 1 (800) 423-6587 1 (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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mli.com EVALUATION SUBJECT: MiTeeTRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSM 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 MT20HSTMr, 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 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTee Truss Connector Plates M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, and MT20HSTMr, described in Sections 2.0 through 7 0 of the master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and -2010 Florida Building Code —Residential, provided the design and installation are in accordance with the Intemational'Building Codee (IBC) provisions noted in the master report. Use of the MiTek®Truss Connector Plates M-16, Mll 16, M-20, MII 20, M-20 HS, M1120 HS, and MT20HSTM' 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 a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (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. IrC-U Evaluation Reporn are mti to be construed as representing aesthetic or any other attributes not specifically addressed. nor are they to be construed \ as an endorsement ofthe subject ofshe report or a recomntemWton for its use. There is no warranty by lCC Cvahmtion Service. W.". express or Implied, as so wry finding or other nwtter in this report, or as to any product covered by the report Copyright 40 2015 Page 1 of 1 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 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC ICC 'ICC. PMG LISTED Look for the trusted marks of Conformityl 02014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" NIMOIL GBH lNIENNAlI01Ul 19 A Subsidiary of ODECOUMpC ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by 1CC Evaluation Service, LLC, express or implied, as Perm to any finding or other matter in this report, or bs to any product covered by the report. 10O1Cf„' Copyright © 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.lcc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 17 53-Shop-Fabrlcated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: 2012, 2009, 2006 Intemational Building Codee (IBC) 2012, 2009. 2006 Intemational Residential Code® (IRC) 2013 Abu Dhabi Intemational Building Code (ADIBC)? The ADIBC is based on the 200919C. 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 MiTekm 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 form, 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 11/44nch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek® M-20 and Mil 20: Model M-20 and Model MII 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 [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 0.33-inch-long (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, Mil 20 HS, and MT20HS"4: Models M-20 HS, MII 20 HS, and MT20HSTM 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 10.0005 inch thickness on each side (0.013 mm)] and having a base -metal thickness of 0.0346 inch (0.88 mm). Repeating 3/4-inch-by-l-inch (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 0.254neh-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 0.33-inch-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-h.S Evaluation Reports are nor to be construed as representing aesthetics or any other attributes not specifically uddressrQ nor are they to be consoucd as an endorsement of the subJect of the report or u recammerdatton for its use. There is no rvarrantykv lCC Evaluation Service. I.X. express or tnrplied, os to anypndtng or other Mauer In this report, or of to any produces cm-e ed by the report Copyright 0 2015 Page 1 of 5 ESR-1311 I Most Widely Accepted and Trusted Page 2 of 5 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. 5.4 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. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTeO Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 6.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 6.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 6.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSIfTPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTee Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI1TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 6.8 MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed 'M-16'). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in=/PLATE) LUMBER SPECIES SG AA I EA AE EE M-16 AND Mil 16 Douglas fir-4arch 0.5 176 121 137 126 Hem -fir 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 05 220 195 180 190 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, MII 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: 1lbfin= = 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 perpendicular to load EE = Plate perpendicular to load, wood.grain perpendicular to load 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. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mil 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Poundslinch/Palr of Connector Plates Efficiency I Poundstinch/Pair of Connector Plates Efficiency Poundslinch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension ® 00 0.70 2012 0.50 880 0.59 1505 Tension @ 900 0.36 1013 0.47 820 0.48 1219 Tension Values In Accordance with TPIA with a Deviation [see Section 5.4.9 (e)] Maximum Net Section Occurs over the Joine Tension @ 00 0.68 1945 0.62 1091 0.67 1716 Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear Values Shear @ 00 0.54 1041 0.49 574 0.43 761 Shear @ 301, 0.61 1173 0.63 738 0.61 1085 Shear @ 600 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 Iblinch = 0.175 N/mm, 1 inch = 25.4 mm. NOTES: Minimum Net Section - A line 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. Maximum 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 Aocepted and Trusted Page 4 of 6 0"W 0ta0' a 4 mm 4 I Mir I M-16, M1116 0 125, 0 2W 0.125- 3.2 mm 0 4 nun 3 2 m,n 00004000o 0000000000 00000000000 r-00000000000 00000000000 00000000000 w1on1 0.42r 1oomm H 0 36W 8.3 mm M-20, M 1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MREK CONNECTOR PLATES (In Inches) ESR4 Z11 I Most Widely Accepted and Trusted Page 5 of 5 o f 25' 0 250' 0 5W 0 s 3.2{mm 64mm 933n12^.7mm ODD 00, ODD A ODD 00D Boo 0 ODDODOOD J r-00D 000 ODD 000 000 000 000 00D 000 M M-20 HS, MII 20 HS, MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Conned) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 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 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: MiTeke TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, MII 20 HS, AND MT20HST" 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the weke truss connector plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HS1. described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17. 17A, and 23, when design and installation are in accordance with the lntemational Building Codee provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. CC-FS EroluaRon Reports are not to be construed as representing aesthetics or any other attributes not specificully addressed, nor are they to be construed as on endorsement of the subject ofthe report or o recommendation for its use. There is no warromy by ICC Eruluaaon Service. L.C. esprew or implied a: to any finding or other matter In this report. or as to any product covered by the report vano Copyright 0 2015 Page 1 or 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.iec-es.ora 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. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314) 434-1200 www.mii.com EVALUATION SUBJECT: MiTek®TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTw 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTee Truss Connector Plates M-16. MII 16. M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTD, 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 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MTeeTruss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HSTm, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311. comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code—Residentiai, provided the design and installation are in accordance with the international Building Code® (IBC) provisions noted in the master report. Use of the MiTeeTruss Connector Plates M-16, Mil 16, M-20, MII 20, M-20 HS, Mll 20 HS, and MT20HSTm 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 a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (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. IME'S Evaluation Reports are not to be construed as representing aesthetics or any other oartbutes not specifkally addressed, nor an they to be construed as an endorsement ofthe subject ofthe report or a recommendation for its use There h no warranty by lCC F.vuluatlon Service. LLC. express or implied as to any flading ur other matter to this report. or as to airy product covered by the report Copyright 0 2015 Page iof 1 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 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, M11200 M-20 HS, MII 20 HS AND MT20HSTM ICC - ICC ICC ` . - PMG1 LISTED. Look for the trusted marks of Conformityl 2014 Recipient of Prestigious`Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a r rrecommendationforitsuse. There is no warranty by /CC Evaluation Service, LLC, express o implied, lied , as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.om 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. 14615 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 wvvw.mii.com EVALUATION SUBJECT: MiTek* TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: a 2012, 2009, 2006 International Building Code* (IBC) a 2012, 2009, 2006 International Residential Code* (IRC) 2013 Abu Dhabi International Building Code (ADIBC) TThe ADIBC Is based on the 2009 IBC. 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* M-16 and MII 16: Model M-16 and Model MII 16 metal truss connector plates are manufactured from minimum No. 16 gage [0.0575 inch total thickness (1.46 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 0.0565 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 form, 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 MiTek* M-20 and MII 20: 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 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 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-inch-long (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, Mil 20 HS, and MT20HSTm: Models M-20 HS, Mil 20 HS, and MT20HSM 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 314-inch-by-l-inch (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 0.33-inch-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, ICC-F,S Evaluation Reports are not to be construed as representing aesthetics or any other attributes aw specrfrcally addressed. nor are they to be construed On as an endorsement of the subject ofthe report or a recommendoslon for its use. There u no warranty by ICC F.voluation Service. IJ.C, express or implied as Im to artyfinding or other matter in this report or as to any product covered by the report Copyright 0 2015 4 Page ;,of 6 ESR-1311 I Most Krldely Accepted and Trusted Page 2 of 6 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. 5.4 Trusses must be assembled within the tolerances specified in ANSIfrPI 1, Chapter 3, Quality Criteria for the Manufacture of Metal -Plate -Connected Wood Trusses. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTeke metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 5.0 CONDITIONS OF USE The MiTek® Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 6.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTek® Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 6.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 6.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 5.8 MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona, Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16"). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries. name, the metal connector plate model, and the evaluation report number (ESR-1311). ESR-1311. 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (lb/in'/PLATE) LUMBER SPECIES SG AA EA AE EE M-16 AND Mill 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 0.43 119 64 02 98 Spruce -pine -fir 0.42 127 82 75 107 Southern pine 0.55 174 126 147 122 M-20 and MII 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, MII 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem -fir 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southem pine 0.55 187 143 138 150 For SI: 11bAn' = 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 perpendicular to load EE - Plate perpendicular to load, wood grain perpendicular to load 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. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND Mill 16 M-20 AND Mil 20 M-20 HS, Mil 20HS AND MT20HS Efficiency Pounds/Inch/Pair of Connector Plates Efficiency I Pounds/inch/Pair of Connector Plates Efficiency Poundsrrnch/Pair 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 0.50 880 0.59 1505 Tension @ 90° 0.36 1013 0.47 820 0A8 1219 Tension Values in Accordance with TPI-1 with a Deviation (see Section 5.4.9 (e)j Maximum Net Section Occurs over the Joint: Tension @ 00 0.68 1945 0.62 1091 0.67 1716 Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear Values Shear @ 00 0.54 1041 0.49 574 0.43 761 Shear @ 300 0.61 1173 0.63 738 0.61 1085 Shear @ 60° 0.73 1402 0.79 936 0.67 1184 Shear @ 900 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 r 537 For SI: 1 lb/inch = 0.175 N/mm, linch = 25.4 mm. NOTES: Minimum Net Section - A line 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. Maximum 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. ESR4311 1 Most Widely Accepted and Trusted Page 4 of 5 0.3w, o 1w 0.42r 64mm 4Im,ym 108mm H H H 0000 a o o oo 00000 ED 0 o 0 0 a 0 11 O0D0D0O0D a000 0000a M-169 M 1116 0 125• 0250, 0.125, 0 36W 3 min 6 !'nrn 3 9 000000000000 000000000000 000000000000 1:000000000000 000900000000 000000000000 M-20, M 1120 FIGURE I —APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR-1311 I Most Widely Accepted and Trusted Page S of b 0,12W 0.25W 0.9W* 0 38 32mm E1mm 127mm 83mm ODD ODO 000 000 000 DUD 000000 1:60D ODD ODD J ODD ODO ODD ODD ODO ODO 1MUM M-20 HSI MII 20 HS1 MT20HS FIGURE 1-APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This repod is subject to renewal June 2017. www.ice-es.ora ( (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section- 06 17 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: MiTekm TRUSS CONNECTOR PLATES: M46, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HS*" 1.0 EVALUATION SCOPE Compliance with the following code: 2010 Califomia Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTeke truss connector plates M-16, MII 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HST1, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are In accordance with the Intemational Building Code® provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. lCC-ES Evaluation Reports are not to be construed as representing autheau or any other attributes not specifically addressed, nor are they so be construed as an endon. cment of the subject of the report or a recommendation for to use. 71wre is no irarranry by lCC Evaluation Service, ld C. aprev or implied as to any finding or other matter in this report, or as to any product covered by the report Copyright 0 2015 Page 7 of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.oM 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 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: Wee TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mll 20, M-20 HS, Mil 20 HS, AND MT20HSTO 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that MiTeke Truss Connector Plates M-16. Mll 16, M-20, MII 20. M-20 HS, Mil 20 HS, and MT20HSTM, recognized in ICC-ES master report ESR-13l I, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 and 2010 Florida Building Code —Building 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The WekeTruss Connector Plates M-16, Mll 16, M-20, Mil 20, M-20 HS, MII 20 HS, and MT20HSTM, described in Sections 2.0 through 7.0 of the -master evaluation report ESR-1311, comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building. Code —Residential, provided the design and installation are in accordance with the International Building Code® (IBC) provisions noted in the master report. Use of the MiTee Truss Connector Plates M-16, Mll 16, M-20, M1120, M-20 HS, Mll 20 HS, and MT20HSTm 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 a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (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. ic( -ES F,roluatum Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to he construed as on endorsement of the subject ofthv, report or a recommendation for id use. There is no warranty by lCC Evaluation Senesce, L14 express or Implied as to any finding or other matter in this report, or as to any product covered by the report 9i.a Copyright 0 2015 Page 1 of 1 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 EVALUATION SUBJECT: MITEK® TRUSS CONNECTOR PLATES: M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS AND MT20HSTM ICC= ICC ICC . l.Q c,": 7 PMG L'ISTfD Look for the trusted marks of Conformity e 02014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" A Subsidiary of p[oaiiip CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not "`CAPIN specifically addressed, nor are they to he construed as an endorsement of the subject of fire report or a l000191*11 recommendation jar its use. There is no warranty by !CC Evaluation Service, I.LC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.®;" CC" Copyright 0 2015 IMES Evaluation Report ESR-1311 Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.org 1 (800) 423-6587 1 (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. 14515 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 1314) 434-1200 www.mii.com EVALUATION SUBJECT: MITekm TRUSS CONNECTOR PLATES: M-16, Mll 16, M-20, Mil 20, M-20 HS, Mll 20 HS, AND MT20HS- 1.0 EVALUATION SCOPE Compliance with the following codes: of 2012, 2009. 2006 International Building Code® (IBC) 2012, 2009, 2006 International Residential Code® (IRC) 2013 Abu Dhabi International Building Code (ADIBC)t The ADIBC is based on the 2009 IBC. 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 MiTekm M-16 and MII 16: Model M-16 and Model Mll 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 form, 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 t/cinch (31.7 mm) multiples. See Figure 1 of this report for details. 3.2 MiTek° M-20 and Mll 20: Model M-20 and Model Mll 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 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 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, Mll 20 HS, and MT20HSTM: Models M-20 HS, Mil 20 HS, and MT20HSTM 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-l-inch (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 centerlines of slots are spaced 0.25 inch 6.4 mm). Each slot has a 0.33-inch-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•FS Froluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed. nor are (hey to be construed at an endorsement of the subject ofthe report or a recommendation for its use There 4 an worronty by ICC F.roluatlon $errke. I.I.C. express or Implied os to orry finding or other matter to this report. or as to any product covered by the report Copyright 0 2015 0 Pape 1 of 5 ESR-1311 1 Most Widely Accepted and Trusted Page 2 of 5 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. 6.4 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. 4.2 Allowable Design Values: Allowable design values for MiTek® metal truss connector plates to be used in the design of metal plate connected wood roof and floor trusses are shown in Tables 1 and 2 of this report. Allowable design values are applicable when the connection is made with identical plates on opposite sides of the joint. This evaluation report is limited to the evaluation of connection capacity of the MiTek® metal truss connector plates listed in this report. The design, manufacture, and installation of trusses employing the truss plates have not been evaluated. Allowable values shown in Table 1 have not been adjusted for metal connector plates embedded in fire - retardant -treated or preservative -treated lumber. Proper adjustments must be made in accordance with the requirements indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments, the chemical manufacturer must be contacted for this information. Compliance with Section 2304.9.5 of the IBC and Section R317.3 of the IRC (Section R319.3 of the 2006 IRC) is also required. 6.0 CONDITIONS OF USE The MiTeke Industries metal truss connector plates described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturers published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturers published installation instructions and this document, the instructions in this document govern. 5.2 Each application for a building permit, using these metal truss connector plates, must be accompanied by documentation showing that the design, manufacture, and proposed installation conforms with the requirements of the applicable code. 5.3 This report establishes plate design values only. For items not covered by this report, such as truss design, 5.5 fabrication, quality assurance and special inspection, refer to the applicable version of ANSI/TPI 1, engineering drawings and the applicable code. The design values (allowable lateral resistance values and effective tension and shear resistance allowable design values) used in the design of trusses, using MiTek® Industries metal truss connector plates, must not exceed those listed in Tables 1 and 2 of this report. Load combination reductions must be in accordance with the applicable code. All lumber used in the fabrication of trusses using MiTeke Industries metal truss connector plates must be graded in compliance with the applicable building code and must have a moisture content not exceeding 19 percent at the time of assembly. Wet service factors from ANSI/TPI 1 Section 6.4 must be applied to the table values when the lumber moisture content exceeds 19 percent. Allowable values shown in the tables of this report are not applicable to metal connector plates embedded in either fire -retardant - treated lumber or preservative -treated lumber. 5.6 Metal truss connector plates must be installed in pairs, on opposite faces of truss members. 5.7 Galvanized G60 metal truss plate connectors subject to corrosive environments must be protected in accordance with Section 6.5 of ANSI/TPI 1. 5.8 MiTek® metal truss connector plates are manufactured in Saint Charles, Missouri; Tolleson, Arizona; Tampa, Florida; Edenton, North Carolina; and Bradford, Ontario, Canada. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1. 6.2 Manufacturer's descriptive literature. 6.3 A quality control manual. 7.0 IDENTIFICATION The MiTek® connectors are identified by an imprint of the plate name embossed into the surface of the plate (for example, the M-16 plate is embossed "M-16'). Additionally, boxes containing the connector plates must be labeled with the MiTek® Industries name, the metal connector plate model, and the evaluation report number (ESR-1311).* ESR-1311 1 Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES, HYDRAULIC -PLATEN EMBEDMENT' (Ib/in'/PLATE) LUMBER SPECIES SG AA I EA AE EE M-1SAND Mll 16 Douglas fir -larch 0.5 176 121 137 126 Hem -fir 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, MII 20 HS and MT20HS Douglas fir -larch 0.5 165 146 135 143 Hem-flr 0.43 139 111 97 109 Spruce -pine -fir 0.42 148 108 107 103 Southern pine 0.55 187 143 138 150 For SI: 11b/nz = 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 perpendicular to load EE - Plate perpendicular to load. wood grain perpendicular to load 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. TABLE 2-EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES PROPERTY FORCE DIRECTION M-16 AND MII 16 M-20 AND MII 20 M-20 HS, MII 20HS AND MT20HS Efficiency Pounds/Inch/Pair of Connector Plates Efficiency I Pounds/Inch/Pair of Connector Plates Efficiency Pounds/Inch/Pair of Connector Plates Tension Values in Accordance with Section 5.4.4.2 of TPI-1 (Minimum Net Section over the Joint)' Tension ® 00 0.70 2012 0.50 880 0.59 1505 Tension ® W 0.36 1013 0.47 820 0.48 1219 Tension Values in Accordance with TPI-1 with a Deviation [see Section 5.4.9 (e)) Maximum Net Section Occurs over the Joint' Tension ® tP 0.68 1945 0.62 1091 0.67 1716 Tension @ 900 0.30 849 0.48 841 0.52 1321 Shear values Shear ® 00 0.54 1041 0.49 574 0.43 761 Shear ® 30° 0.61 1173 0.63 738 0.61 1085 Shear ® 60P 0.73 1402 0.79 936 067 1184 Shear ® 90° 0.55 1055 0.55 645 0.45 792 Shear @ 1200 0.48 914 0.42 490 0.34 608 Shear @ 1500 0.35 672 0.46 544 0.3 537 For SI: 1 Iblinch = 0.175 N/mm, linch = 25.4 mm. NOTES: Minimum Net Section - A line 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. Maximum 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 4 of 6 0337' o1w 042r 64mm 4Imm goof-" 11 1 1 I ' I won, 1 M-169 M1116 0126- 0 2W 0125' 0.30V 32mm 64min 32mm 93mm it _l-1 . I 000000000000 00000600000 U00000000000 W 1:000000000000 000000000000 000000000000 1MIM M-20, M1120 FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) ESR-1311 1 Most Widely Accepted and Trusted Page 6 of 6 0125' 0.250' 0.5W 0 ser 32}mm E4mm 127mm 93mm Awn n 000 000 000 00o 00o aoo o00000000 000 000 000 00o a00 000 000 000 000 WUrH M-20 HSI MII 20 HSI MT20HS FIGURE 1—APPROXIMATE DIMENSIONS OF MITEK CONNECTOR PLATES (In Inches) (Continued) IMES Evaluation Report ESR-1311 CBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.or ( (800) 423-6587 ( (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: MiTek® TRUSS CONNECTOR PLATES: M-16, Mil 16, M-20, Mil 20, M-20 HS, Mil 20 HS, AND MT20HSTM 1.0 EVALUATION SCOPE Compliance with the following code: 2010 California Building Code (CBC) Property evaluated: Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the MiTek® truss connector plates M-16, Mil 16, M-20, MII 20, M-20 HS, Mil 20 HS, and MT20HSTm, described in master report ESR-1311, comply with CBC Chapters 16, 16A, 17, 17A, and 23, when design and installation are in accordance with the International Building Code® provisions described in the master evaluation report and with Chapters 16, 16A, 17, 17A, and 23 of the CBC. This supplement expires concurrently with the master evaluation report, reissued in June 2015. ICGFC Evaluation Reports are not to be construed as representing acsAhruu or any other attributes not apecijcally addressed, nor are they to be consbued as an endorsement of (he subject of the report or a recommendation for Its use. There is no warranty by ICC Evoluatson Service. UZ. upreM or implied, as to any finding or usher matter in this repors, or as so any product covered by the report. SSiS'q a'= Copyright 0 2015 Page 1 of 1 IMES Evaluation Report ESR-1311 FBC Supplement Reissued June 2015 This report is subject to renewal June 2017. www.icc-es.ong 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 53—Shop-Fabricated Wood Trusses REPORT HOLDER: MITEK INDUSTRIES, INC. 14516 NORTH OUTER FORTY, SUITE 300 CHESTERFIELD, MISSOURI 63017 314)434-1200 www.mii.com EVALUATION SUBJECT: MiTeOTRUSS CONNECTOR PLATES: M-16, MII 16, M-20, Mil 20, M-20 HS, M1120 HS, AND MT20HSTM 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 MT20HSTM, 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 2014 and 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The MiTekeTruss Connector Plates M-16, MII 16, M-20, MII 20, W20 HS, Mil 20 HS, and MT20HS7", described in Sections 2.0 through 7.0 of the master evaluation report ESR-1311. comply with the 2014 and 2010 Florida Building Code —Building and the 2014 and 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the Intemational Building Codee (IBC) provisions noted in the master report. Use of the MiTekeTruss Connector Plates M-16, MII 16, M-20, MII 20, M-20 HS, MII 20 HS, and MT20HS"A 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 a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (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 Evaluation Reports are not to be comtrued as representing aesthetics or any other attributes not specifically addressed, nor are they to be consnved as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, U.C. express or Implied as to any finding OF other matter to thl, report, or as to any product covered by the report. , zv- = Copyiight 0 2015 Page 1 of 1 f 02/11/2015 13:41 tFNA P.0021004 MIA MIAMI•DADE COUNTY PRODUCT CONTROL SECTION 11905 SW 26 street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175.2474 BOARD AND CODD ADMINISTRATION DIVIMON T (786)315-2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismid4dma2rkam my Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA Is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has beam reviewed and accepted by Miami-Dadc County RER -Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIp'><'ION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively aff ting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sates, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then It shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan S. Collao, R.A. NOA No.: 13-0814.09 Expiration Date: 04/1SJI9 Approval Date; 01/23/34 Page 1 of 3 It 0211112015 13:42 ffAX) ROOFING ASSIMULY APPROVAL Category: Roofing Bub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR 1 ABEL1C BY APPLICANT: Manufactured by Teat Product Applicant Dimensions SDeclflcaft11* Description Weather Vert Vent: 4- Sh" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch: . - - MANUnCTURmG LOCATION 1. Jacksonville, Fl, EvEuNCE SUBMITTYD Test Agency Tact Idantiflar Test Name/Report PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 ICC-ES AC132 SBM-027.02-01 APPROVED ApPLICATIONB: Deck Type: Wood Deck Description: 11/32" or grater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs P.003/004 Date 08/14/03 01/07/14 Cutout: Mark a 3 f" x 46" opening centered between layout linea and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4596 asphalt roofing cement. Secure vent to the roof deck with I-V4" gelvenind ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0914.08 Expiration Date: 04/109 Approval Date: 01R31M Page 2 of 3 i 02111/2015 13:43 ff4) P.004/004 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County product Control Seal as shown below: DRAWINGS o • ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01R3114 Page 3 of 3 I Florida Building Code Online UnckerVONrne-0—L-5Page 1 of 1 Regulation- F L 1.5 2-1(40 112- IUnks FIOi(30ep3M !)(d aC15 !Jones I lop In I User Registration i not Topics I Submit surdwrge I Rats S Facts Publications I FBC Staff I BCIS See Mao I I Search I Business ) Professib , al Product Approval USER: Public User Regulation Preducl Aprroval Menu > Product or Aesekalbn Search > Application Ust' Search Criteria Refine Search Code Version 2014 FLA 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 TAM Manufacturer Validated By Status FLIS216-R2 Revision InterWrap, Inc. John W. Knezevlch, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments COW jls :: 1910 nertli Metes! Street- I-OnAascr= Fl. 32399 Phone: BKIB7-1824 The State of Fonda 4 an AANEEO employer. copyright 2pD7-tbi+'S _te et noticia.:: Private Statement :: •aCLUW u Nstatsr Mt :: Refund Sutement Under Florida low, email addresses m public records. if you do not want yaw et -mail address released In response to a public -records request, 00 not send electronic man to this entity. Instead, contact the alike by phone or by traditional mail. It you have any questions, please contact SS0.497.1395. 'Pursuant to Section 455.27511), Fiore" Statutes, selective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an emaa address If they have one. The email$ Provided may be used for official communication with the licensee. However email addresses are public record. If you 60 not wish to supply a personal address, Please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Produce Approval Accepts: IRS-`r:cl sativ.it atnhtiV https://www.floridabtiilding.org/pr/pr_app_lst-aspx 7/20/2015 Florida Building Code Online Page I of 2 RegulationBusiness & Professional 1 FMARIO Rwrrrrmnrd BCIS Home I Lop In I User Reg6Vatbm nIHMTopicsISubdSurdwme I Slats a Facts Pubikations I FBC Staff I EMS Site Map I UnkS Swrch I Busmes_ I Product Approval Professi ' I ®USER.publicUser Regulation ProAat Anbreval Menu > Protlucl er Abblketbn Srarcn > AtlMknwn Ua > AppllmUon OeUU FL # FL15216-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived t Product Manufacturer InterWrap, Inc. Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtu pa so i nterwra p. com Authorized Signature Eduardo Lozano elozano@lnterwrap. com Technical Representative Eduardo Lozano Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap. com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Underiayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I" I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity I ntertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 11/17/201S Validated By John W. Knezevich, PE Wi Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R2 Mi. 2015 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 1507. 9.3 1507. 9.5 T1507 8 https:// www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL n j Model, Number or Name Description 15216.1 1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No App oved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Umits of Use. Installation Instructions FL15216 R2 11 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.iDdf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FLiS216 R2 AE 2015 04 FINAL ER 1NTERWRAP RHINOROOF_F_L15216- R2.odf Created by Independent Third Party: Yes Nost Contact Us :: 2940 North Honjoe Street, Tallahassee FL 32399 Phone, ASO-482.1924 Ths State of Florpa IS an ANEEO eMPIOW: CMvftaht 2007.2013 State of Falrida.:: :: &a'cslMOhr er•te U :: Refund Statement Under Florida taw, emall addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 050.487.1395. •VursuaM to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees lKensed under Chapter 455, F.S. must provide the Oepartmont with an erriall address if they have one. The emads provided may bs used for official comnurd®tbn with the 0censee. However ema0 addresses are public record. If you do not wish to supply a personal address, please provide the Department with an tiNp address which can be made available l0 the public. To delermine if you are a Ircenxe under Chapter 45S. F.S., please clk4 itcuL, Product Approval Accepts: a®®® K-41JI'IN:Nr-rpMN' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZI Q... 7/20/2015 QOTRINITYIERD EXTERIOR RESEARCH & DESIGN, LLC. Certificate oJAuthorization 1/9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way F1.35216-112 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 51A Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhlnoRoof 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 "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DU ANE1983 Uttooto,p, -- y; oP:t:asa3 as:.:...e. c The teoim/e set appeerhv was suftrized by Robert Nieminen, 1 c% SON ta Pb on 0a/27/I015. itrlt does not serve as an etectronkattr slpied t docu mrrt. sW", tested hardcoptes have been Iransmined to tM Product Approvat Admbda rstor and to the nerved client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity 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. TRINITYJERD 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, 3507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 2507.8.3, 1507.9.3, 1507.9.5 on Healing 1507.2.3. 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 2507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395C04.006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 200539395000-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 12/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report Is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles _ Nail -On The Foam -On The Metal Wood Shakes 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 S herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or 04869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certifcote of Authorization #9503 FLIS216-RZ Revision 2: 04/27/201S Page 2 of 3 TmrryjERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 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 > 4:22: 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 3D-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMR REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. 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, U.C. Evaluation Report 140510.02.22-R2 Certificote ojAuthorizotlon #9503 FLIS216-RZ Revision 2: 04/27/2015 Page 3 of 3 QOTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. CertiJlcate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 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 611320-3 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 511% Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 eltlnrUry,,a— vak ,1T.:: Jai y a04.Q'r %Gtaa r; s a-»o Y The facs"ft seal appewhig was aethorbed by Robert Nkmbrcn, P.E.on WR7/M15. Thu does not serve as an ekcuonlofM sVrod docvmant. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the lamed dient CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products It evaluates. 2. Trinity( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity Involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINI-TYIERD 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 1507.2.3,1S07.5.3, 73507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3,1507.9.3,1507.95 on Heating 1507.2.3, 2507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM 04869 2005 1507.93 Heating, Uquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 13/17/2024 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. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Rooting 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 Rhinoltoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underayment Asphalt Shingles Nall -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install Rhinoltoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type 11 underlayments in FBC Sections 2507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC, Evaluation Report 140S10.02.12-R2 Certificate o/Authorizotion #9503 FLISZ16-RZ Revision 2: 04/27/201S Page 2 of 3 QOTaINITYIERD 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 Slooe > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA3673; (604) 520-3322 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-RZ Certl/icote o/Authorizot On #9503 FL15216-R2 Revision 2: 04/27/201S Page 3 of 3 Florida Building Code Online Page 1 of 2 Blu"siness & Professional Regulation r rWG Wo DeprMd aCIS Home I Log In I User Registration 1 Hot Tows Submit Surcharge I Stats a Facts Publications Fat Stag SC1S Site KIP 'Links Search B.usines V Product ApprovalProfessir - m ®USER: Pubk User Regulation pmpuCLAMOVal Hpx %, > EualMlon List., Application petail FL of FL16305-R4 Application Type Revision Code Version 2014 Application Status Pending FBC Approval Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 Rlverfdge Parkway Suite 800 Atlanta, GA 30328 770) 946-4571 mcollins@atiasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy 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 fig Validation Checklist - Hardcopy Received Certificate of Independence FL16305 R4 COI ATL13002.4 2014 FBC Product Evaluation Shinoles.0 1 Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTM D 7158 2008 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDquJBMjgU 1 j3N... 7/20/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/28/2015 Date Validated 06/29/2015 Date Pending FBC Approval 07/05/2015 Summary of Products FL # Model, Number or Name Description 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL1630S R4 II ATL33002.4 2014 FBC Product Evaluation Shlnoles.DdtApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Other: See evaluation report for limits of use Evaluation Reports FL1630S R4 AE ATL13002.4 2014 FBC Product Evaluation Shinoles.odf Created by Independent Third Parry: Yes ngat Conan I15 :: 120 North Mond Sheet. Tapaliassee FL 32M filim": R50.487.1924 The State of Florida IS an AAIEEO erNAoyer.^Cnvr)aht 200"011 e,te of Florida.:: Prlvacv U.r.m{0t :: ArCn9kalty catement :: Refund StAternent Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an ennall address If they have one. The emahis provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, FS., please did here . Product Approval Accept,: 92® LVurimurl us$ ' mom https://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDquJBMjgU I j3N... 7/20/2015 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE C 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 E fl& Report No. Standard ey,arr PRI Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRI Construction 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 D 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) ATL-109.02-01 ASTM D 7158 2008d PRI Construction Materials Technologies (TST5878) ATL-116-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-11"2-01 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) ATLA35-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATLA36-02-01 ASTM D 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 1996 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 1995 PRI Construction Materials Technologies (TST5878) ATL-167-02-01 ASTM D 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 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 specifically addressed herein. 0 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 (TST5878) ATL-174-02-01 ASTM D 3462 2009 PRI Construction Materials Technologies (TST5878) ATL-179-02-Oi 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-185-02-01 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 GlassMasterO30 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 & 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. ProLAM'" 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 -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster® Shake ASTM D 3161. Class F & ASTM D 7158, Class H fiberglass reinforced, laminated Dangergeld) 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 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 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 INSTALLATION GlassMasterO 30 & Basic Wind Speed (V At): Tough -Master® 20 Basic Wind Speed (V„d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): L ATLAS ROOFING CORPORATION Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 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 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. W 4 Nails 1 Sir h-12- -- •}°-- t 2' Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) 36- J Nails 12" 12" 12" --—12---+I Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nall Pattern ATL13002.4 FL 16305-144 Page 3 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Prol-AM"' Architectural Basic Wind Speed (Von): Basic Wind Speed (Vow): 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 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. z3W Figure 3. ProLAMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only) r Figure 4. Pro -LAM"" Architectural Shingle 6 Nail Pattern ATL13002.4 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 specifically addressed herein. ICREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & Basic Wind Speed (Vol): StormMaster@ Shake Basic Wind Speed (Vaco): 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 T 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. S1 W W41) 3 n01)ro1 v sM.7if'Ir/ u UPr — rrr OOC117CFls-l u !=7c:73 C=!OOCJ C: - w• 1 O O 4=1 1=1 C 1.l- 1 ._ 77 CD 1 -1 G r_J LI 1=- 1_ Figure 5. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattem (Non-HVHZ only) MW Figure S. Pinnacle® Pristine and StormMastef® Shake 6 Nail Pattern ATL13002A 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 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 StormMasterO Slate Basic Wind Speed (Vwr): Basic Wind Speed (Vom): Deck (HVHZ): Deck (Non-HVHZ): Undertayment: 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 8.5 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 8.5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nail Pattern' or T Nail Pattern' detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern w 11r' 4J +i T 90 i Figure 8. StormMaster® Slate 6 Nail Pattern ATL13002.4 FL 16305-R4 Page 6 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cut® Starter Strip Basic Wind Speed (Vu,): Basic Wind Speed (Vase): Deck (HVHZ): ATL13002.4 Deck (Non-HVHZ): Undertayment: 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. p- 0 0 o d o Figure 9. Pro-CutV Starter Strip FL 1630SR4 7 of 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (Vuii): Max. 194 mph Basic Wind Speed (Vesd): 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. I, 12" I I 12 ga. 1-112" ring r shank nail 12" 1 I 1 Figure 10. Pro-CutO Hip & Ridge ATL13002.4 FL 15305-114 Page 8 of 9 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notity 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. 0 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 & 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 undedayment 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 manufacturer's 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 r-ndP sl' Fdilinn i21111e1 as evidenced in the referenced documents submitted by the named manufacturer. p,' GEWS No 74021 0= cc STATE OF : OJ 10A,, i' 5` fONA; % CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 041001 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 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 other entity Involved in the approval process of the product. END OF REPORT ATL13002.4 FL 16305-R4 Page 9 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE C 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 (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 Entity Report No. Standard Year PRO Construction Materials Technologies (TST5878) ATL-079-02-01 ASTM D 3161 2009 TAS 107 1995 PRO Constriction 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 D 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 Construction 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 D 3462 2009 PRO Construction Materials Technologies (TST5878) ATLA 18-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-119-02-01 TAS 100 1995 PRO Construction Materials Technologies (TST5878) ATL-123-02-01 ASTM D 7158 2008d PRO Construction Materials Technologies (TST5878) ATL-125-02-01 TAS 100 19% PRO Construction Materials Technologies (TST5878) ATL-127-02-01 Rev 1 ASTM D 7158 2008d PRO Constnrclion 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 D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-136-02-01 ASTM D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-137-02-01 Rev 1 ASTM D 7158 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 D 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 10D 1995 PRO Construction 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 D 3462 2009 PRO Construction Materials Technologies (TST5878) ATL-170-02-01 ASTM D 3462 2009 ATL13002.4 FL 16305-R4 Page 1 of 9 This evaluation report is provided for State of Florida product approval under Rule 614320.3. 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 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 (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-185-02-01 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 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-MasterO 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 -activated, self-sealing sealant Lifetime w/Scotchgard stripes that complies with ASTM D 3462. Dangerfield, Hampton & Meridian) StormMaster6i 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 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 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 INSTALLATION GlassMaster® 30 & Basic Wind Speed (Vui): Tough -Master® 20 Basic Wind Speed (Va=d): 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 manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below. Installed with 5-inch 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. 36- Nails 17 4 SJ6' L 12- —•,•-12- —'ice— t 2--•) Figure 1. GlassMaster® 30 & Tough -Master® 20 4 Nail Pattern (Non-HVHZ only) Nails C,pw 12'12"—-12"-- Figure 2. GlassMaster® 30 & Tough -Master® 20 6 Nail Pattern ATL73002.4 FL 16305-144 Page 3 of 9 This evaluation report is provided for Slate 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 ProLAMTM Architectural Basic Wind Speed (Vur): Basic Wind Speed (Vow): 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 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 T Nail Pattern" detailed below. 7ar Ms. tJa, yso....eroagni wm.n J7 r.Y lYP tr O O O O CD "O O O Q O O co O O O I I Figure 3. ProLAMTM Architectural Shingle 4 Nail Pattern (non-HVHZ only) 11h IJ M a1M 6Y.1Yq 1N ti/rp ti w01M hY nv cm ea Figure 4. Pro-LAMT" Architectural Shingle 6 Nail Pattern ATL13002.4 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pinnacle® Pristine & StormMaster® Shake ATL13002.4 V Basic Wind Speed (V„ n): Basic Wind Speed (Vard): 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. 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 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. Figure S. Pinnacle® Pristine and StormMaster® Shake 4 Nail Pattern (Non-HVHZ only I " w- L vn r o• or.•rr7 nq waver Z 7 VP r — O O O 0 0 0 0 O O O O O Q O O O C7 u u GOO L7 00 C I= 000 00 O V 1 Figure 6. Pinnacle® Pristine and StormMaster® Shake 6 Nail Pattern FL 16305-R4 5019 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK 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 StormMasterO Slate Basic Wind Speed (Vm,): Basic Wind Speed (Vase): 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. 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 manufacturer's 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 manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern* or *6 Nail Pattern" detailed below. Figure 7. StormMaster® Slate 4 Nail Pattern A T 7 L. J. 1 Figure 8. StormMaster® Slate 6 Nail Pattem ATL13002.4 FL 16305-R4 Page 6 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Pro -Cute Starter Strip Basic Wind Speed (Vet): Basic Wind Speed (V,se): Deck (HVHZ): 1.1lr r 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 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. ar f' _ 77 a.. l•VY n7 A-4 -9 V V rl u d I='d T. Figure 9. Pro -Cut® Starter Strip ATL13002.4 FL 1630SR4 Page 7 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 atbibutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ATLAS ROOFING CORPORATION Asphalt Shingles Pro -Cut® Hip & Ridge Basic Wind Speed (Voi)- Max. 194 mph Basic Wind Speed (V,Sd): 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 manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. I 12 ga. 1-1/2" ring shank Hall T--r_----=c- 12" 6" i i Figure 10. Pro -Cut® Hip & Ridge ATL13002.4 FL 16305-114 Page 8 of 9 This evaluation report is provided for Slate 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 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 & 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 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G •GE NS. No 74021 33 •• STATE OF '•fir CERTIFICATION OF INDEPENDENCE 2015.06.2 9 12:55:48 04'00' Zachary R. Priest. P.E. Florida Registration No. 74021 Organization No. ANE9641 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 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 other entity involved in the approval process of the product. END OF REPORT ATL13002.4 FL 16305-R4 Page 9 of 9 This 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 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. r Florida Building Code Online so r% + I'S Page 1 of 2 FIOIjdL t)pMWld Bets Home I Log to I User Registration i Hot Topks I Submit Surcharge I sots a Facts I Pubilolbns I FBC Stan I BCIS She Moo I unit I semi I Bus nos neProessial®'r kp"l Regulation Product Ammoval Menu r. Product or Aligketion Search s IlnoBotion List > AoOiotion Deten I: FL # FL12019-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Construction Metals Address/Phone/Email 5140 W Clifton Street Tampa, FL 33634 813) 884-0444 lyle.pestow@acm-metals.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer N, 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 mate 03/02/2020 Validated By Ryan J. 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://vwvw. floridabui ld ing.orglprlpr_app_dti .aspx?param=wGEV XQwtDquJEQf8P6a6FJ... 7/20/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/22/2015 Summary of Products I 1 Fl # Model, Number or Name Description 12019.1 Triple 4" and "Quad 4" 0.012' Thick Aluminum SofFlt - Full Vent and Center Vent Limits of Use Installation Instructions Approved for use in MVHZ: No FL12019 RS 11 Inst 12019.1.17df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 12019.1 for Design Pressure Ratings by FL12019 RS AE Eval 12019.1.odf specific application and for any other additional use Created by Independent Third Party: Yes limitations and Installation instructions. Ne-1 cgs :: 1940 Nafth Monroe Street_ Tagahassle Fl 12392 Phone: 950,4117.1624 The Stale of Florida is an ANEEO employer. r OMM111 2OW-261 ]'S."tr_al Florida. ;; Privacy Suit :: ALfKsibllily Statemn :; ithrrid Statement Under Florida taw, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send electronic map to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please Conte* 85DA07.1395. "pursuant to Section 455.275(l), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address p they he" one. The emalls provided may be used for official communlcatlon with the licensee. However emad addresses are public record. If you do not wph to supply a personal address, please provide the Department with an email address which can be made available to the public. To delerwdne If you are a licensee under Chapter 455, F.S., please dick buss.. product Approval Accepts: l Cred IISWPEI https://www.floridabui lding.orglprlpr_app_dtl.aspx?param=wGEV XQwtDquJEQf8P6a6FJ... 7/20/2015 o ACMM AMERICAN CONSTRUCTION METALS 5140 West CQRon Street Tampa, FL 33634 TRIPLE 4" & "QUAD 4" ALUMINUM SOFFIT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Bolding Code excluding the'High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by this drawing are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed property to receive loads from the soffit and/or T x T batten ships. S. Aluminum soffits shall conform to the requirements of FBC Section 1404.5.1 and labeled according to FBC Section 17101 TANI OF CONITM SNEEf 0 DESCNFWN I Typica( elevolioru b general notes 2 Ponel detaib 3 Sofro detch d design preswres 4 Soffit details S design pressures S Soffit details, design pressures & ba of m01ed013 TRIPLE 4 4 T4012 (AI it lKV4 T401/ (4 1=116%) QUAD 4 Q4 f}a012 (A11r1rICR) a-F01.1DI1 iKLQ NWW 111E I o as 1N I U am 1 09 z snun N.T.S. M. K. JK a olc ar. LFS ; aasac ;Z a FL-12019.1 Q SOFFIT AIR FLOW TABLE SOFFIT TYPE AIR FLOW SOFFIT TI7E AIR FLOW one' C ..aft" 3.91 2.71% AFr 11.74 8.16% rTIRPI I`"F.Tm,4,T,,, 3.69 2.56% F 11.74 8.16% 3.69 2.56% 1.25 OT 1 IT -- T— 1 D15s, D15S 1 J L 7C f, rb OR8 I a I FASCIA I - f' CHANNEL V IumFlrtn 3 N xn num EDIcoH;Acf IR i r. v t w"II D1SI.R. 7 N 011.R. AT fy DT tt x? b6' RIS AND ENO OETARS IT COVERAGE 11/16 4- PITCH 25/8• AVAvatwelouvea 6 1RI 16•COVERAGE Ar R 4.00•PITCH 2.6T VVMAVAXAUElOEl0UVEtl 1 FIT.4 nil 125 - II a00000—U 0.0 0 0 0---r 00000j n n n n n n LOUVER PATIEQN IFUM SCALER rLOUVMpIREC110NASRl65j E 0-'6 VIEW A -A• (4 x SCALE] S 6 FULL VENT - WIDE PATTERN1pne^ formed In same ae rrw) 12V I S L° a a 0°0°0° i 0000000000 0000 1 000000IF 0aa00a000.__I LOUVER PATIEiN LOUVERS FORMED IN SAME ORRECIION AS MU) y 03. VIEW A -A' ( 4 X SCALER f S 6 FUl1 VENT- NARRt3YY VENT PAIIERN lda.1 termed in Fame d reelbn os .) S or I O 0. FL- 1200. 1 m 49 SPAN ' 4 - ROOF OVBWANG SPAN • A • SPAR " AROOFOVERHANGROOFOVL9LWANG V: . 49 ROOF ROOF ROOF FRAMING FRAMING FRAMING '//"*. 81 ALUMINUM ALUMINUM FASCIA FASCIA TRIM - TRIM / f SOFHTJ- (M(10 SOFFIT CMU OR `` SOFFIT (MU OR V SEEDETAIL'A / FRAMED SE'I•C- FRAMEWOODD SEEDEFAIL"A' FRRAMED SEE DETAIL' B' J SEE DETAIL. 0' SEF DEVIL' C' SIDE VIEW - SINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNELS SIDE VIEW - SINGLE SPAN w/3-CHANNEL Swam w/ truaftm m ca devv) (Stawn wd Ir s/Tlan6v ono'levv) (Shaun w/ mu/fwminq cardeve.) SINGLE SPAN LENGTH A' DESIGN PRESSURE (PSO POSITIVE INEGATIVE rr 70.0 141.0 10" 60.0 60.0 Ir 50.0 s0.0 14" 38.5 38.S u' 30.0 30.0 NOTE: WVW WAMININU aAWNNEI.1IVIm IV oc DESIGN D BY THE ARCHRECT OR ENGINEER OFRECORD DETAIL " B " F-Channel TRIM NAIL ATTACHED THROUGH FASCIA 016' O. C. MAX. STAPLES WALLED 0 END OF PANEL AND B' MAX. O.C. SEE DETAIL' J -. SHEET s) I - 1/SMAX. IF- DETAIL"A" Fascia STAPLES INSTALLED B 24' O.C. (INTO WOOD) ON FCHANNEL LEG OR T4IAJL 0 17 O.C. INTO WOOD OR MASONRY) STAPLES INSTALLED O 17 O.C. ONTO WOOD) IN FCHANNEL SLOT OR I -NAIL 017 O.0 ONTO WOOD OR MASONRY) NOTE. FOR SQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES LOCATED 24.O. C. INTO FRAMING s MAx o 1"MAX. STAPLES INSTALLED 017 O.0 (PTO WOOD) IN XHANNEL SLOT OR T-MAL 017 O.C. DETAIL" D" J-Chonnel Fosclo STAPLES OISfMM 017O.C. (PRO WOODI IN J- CNANNEL SLOT OR T-NAIL 017 O.C. ONTO WOOD OR MASONRY) STAPLES LOCATED 24' O. C. INTO FRAMING 0,0 DETAIL " C J-Channel InN- oae 19 09 sxe N. T.S. om on JK SIRISTRATE NOTES: ow. a` LPS I. WOOD SUBSTRATE: G = 0.42 OR BETTER µwoo .3, 2. MASONRY SUBSTRATE 3ADO PSI CONCRETE (ACI 301) FL-12019.1 OR HOLLOW BLOCK (ASTM C90). Isa7 3 v S SPAN • A ' ROOF OVERHANG ROOF FRAMING SPAN - A • ROOF OVERHANG SEE NOTE 2 ROOF FRAMING ALUMINUM ALUM14UM FASCIA FASCIA— , 9 TRIM / TRRI / / JT===== j= CMU OF `----_-- --- CHU OR SOFFIT) WOOD SOFfIT / wao0 FRAMED FRAMED SEE DETAIL SEE J SEE DETAIL' F • S01EEDETAIL' Sff DEWL' E" SIDE VIEW -SINGLE SPAN w/F-CHANNEL SIDE VIEW -SINGLE SPAN w/7-CHANNEL Shown W/ tvWfmftM oveft g) (Shown wl buWrrd Ug wvhwV) TRIM NAIL ATTACHED THROUGH FASCIA 0 I6' O.C. MAX. NOTE: FOR SQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT AGAINST PANEL STAPLES INSTAMM0 END OF PANEL AND Ii MAX. O.C. 1-DETAIL7".SHEETS) _-- --- ------ i --------- II 1 IffMAY . n ns' S 3 B'MAX. DETAIL E Fascia DETAIL " F " F• Channel STAPLES INSTALL 0 24" O.C. (INTO WOOD) ON F-OMNL3 LEG OR WAIL 0 IT O.C. ONTO WOOD OR MASONRYI CONNECTOR NOB' 1. WOOD NAMING AND CONNECTIONS TO BE DESIGNED BY Il¢ ARCHRECT OR ENGINEER OF RECORD 2. 12d COMMON NAIL OR YI C ITW TAPCON CONCRETE SCREW M. N.1.1/* EMBEDMENT( 0 26.ON CUM. SINGLE SPAN IENGI" A' DESIGN PRESSURE (SF) POSMVE NEGATIVE s" 70.0 141.0 TO" 60.0 60.0 12 50.0 50.0 16' 39.5 3&5 16" 30.0 30.0 STAPLES LOCATED 24' O.C. INTO FRAMING SIAPLFSINSTALLED 0 IT O. C. ONTO W000) IN FC1UdLNEL SLOT OR T4WL0170.C.=---____ ONTO WOOD OR MASONRYI ' 5 c— 2 I ff MAX. — 1" MAX. — SUBSTRATE NOTES: 1. WOOD SUBSTRATE G = (142 OR BETTER DGR 1 AIL " G " MASONRY SUBSTRATE: 31000 PSI CONCRETE (ACI 301) OR HOLLOW BLOCK (ASTM C901. JLhannel In 4K STAPLES INSTALLED 0 170.C. ( INTO WOOD) IN !-CHANNEL SLOT OR T- NAIL 017 O.C. ONTO WOOD OR MASONRY) c 1 9 09 ' B u: N. T.S. rrn JK ° L7 LFS ? ax nn. ° 12019 1 ° a Er 4 or 5 1.10, t REM DESCRIPTTON MATERIAL I FASCIA .021 S THK. AL 3105 - H 14 ALUMINUM 2 7 CHANNEL .0155 THK. AL 3105 - H24 ALUMINUM 3 F CHANNEL A155' THK Al. 3104 - H19 ALUMINUM 5 QUAD 4 PANEL .0115 OR .013S THICK) AL. 3105 ALUMINUM 6 TRIPLE 4 PANEL 1.0115 OR .013S' THICK) AL 3105 ALUMINUM 7 415 x 13/4" TRIM NAIL S.S. 8 18' GA. X 1 /4' SS STAPLE / 7/b MIPL EMBEDMENT STEEL 9 T X 2" BATTEN STRIP jG=A2 OR BETTER) WOOD 10 APAS-C-GROUP1EXT.lSnTPLYWOODORBETTER WOOD 11 1.09r DIA. T-NAIL jwj 5/B• MIN. EMBEDMENT) STEEL 12d X 3.1/4' IX2 VER11CCAL HD. GALV. STE% FRAMING (G-") COMMON NAIL 0 24" O.C. ATTACH w/ 2-8d w/ 1J/C MIN. EMB. COMMON NAILS 0 TOP TO ROOF FRAMING 56 DETAIL " H " ROOF CVERH/WG ROOF 12d X 3U, / H.D. GALV. STEEL - COMMON NAIL 0 2,C O.C. SE DETAIL • A.— w/ 1.3p• MIN. EMS. (SF T 31 STAPLES INSTALLED 0 v STAPLES INSTALLED 9 END OF PANEL AND 84D OF PANE. AND W MAX O.C. — T MA X O.C. SEE DETAIL 'J I -- -- --- (SE:DEAIL11 5 6 DETAIL "I" C. MAX I L DETAIL " J " TWIN SPAN LENGTH w/CONTINUOUS IIATTEN A. DESIGN PRESSURE (SF) POSITIVE NEGATIVE I4' 70.0 70.0 ILA' 66.5 66.5 20" 60.0 60.0 22 54.5 54.5 24• 50.0 50.0 SPAN ' A ' e^ gQfill i SEE DETAIL'S' E g 9 & v 5 31 v; N 2 m6cl CONTINUOUSONIN CL H ' SEE DETAIL • H • —f BATTEN Tx [t•`—' E SPAN SIDE VIEW - DOUBLE SPAN w/BATTEN Shawn w/ trunflmmlng canblever) SPAN ' A " ROOF OVERHANG SEE DETAIL' G' SHEET 41 ROOF FRAMING SEE NOTE 2 I I I:hn1 OR WOOD SEE DETA&' I' 8 11 FRA HED SEE DETA!' A SHEET 3) SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES: ( Shawn w/ trua/handng ovefiarg) I. WOOD FRAMING AND CONNECTIONS TO BE DESIGNED SUBSTRATE NOTES: BY THE ARCHITECT OR ENGINEER OF RECORD 1. WOOD SUBSTRATE: G = 0.42 OR BETTER 212d COMMON NAIL OR 3/1 C TW TAPCON CONCRETE $CREW 2 MASONRY SUBSTRATE 3.00D PSI CONCRETE (ACT 3011MIN.1-1 /4' 6V3EDMENrI ® 24' ON CENTER OR HOLLOW BLOCK (ASTM C90). or JK r.. LFS 1: FL— 12019.1 cr _S_ or T 0 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. Fl. 33595 Phone 813.659.9197 Florida Board of Pwfasional Engineers Ccnificate orAuthoriration No. 9813 Product Sub Category Manufacturer Product Name Category American Construction Metals Panel Walls Soffits 5140 West Clifton Street Triple 4" & "Quad 4" Aluminum Soffit Tampa, FL 33634 Phone 813.880.4444 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt. P.E. for American Construction Metals based on Rule Chapter No. 61G20-3, Method 1d of the State of Florida Product Approval, Department 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. Limitations: 1. This product has been evaluated and is in compliance with the Sth Edition (2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Site conditions not covered by drawing FL-12019.1 are subject to further engineering analysis. 4. Wood/CMU wall construction, by others, must be designed properly to receive loads from the soul and/or 2' X 2' batten strips. 5. Aluminum soffits shall conform to the rewuirements of FBC Section 1404.5.1 and labeled according to FBC Section 1710.9. 6. See drawing FL-12019.1 for size and design pressure limitations. Supporting Documents. 1. Test Report No. Test Standard TEL 01190073 ASTM E330-02 2. Drawing No. Prepared by No. FL-12019.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by Keystone Certifications, Inc., certifying that American Construction Metals is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53 Sheet 1 of 1 Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. gtioulriyt Wo 43409 f 9 •f STATE OF 1(l 0 S40>A E, i F. Schmidt. P.E. FL PE No. 43409 4/1/2015 I f Florida Building Code Online 18504.2 Page I of 3 8a, sNomne I Login I user "IstrEcan i Mot Toplcs I submit Surcharge I stab: a Fau: I Publication I FBc sten ! aos sue Map I Link ! Search p 18 I dProduct ApprovalraUSER: Public User a Product Approval Menu > Product a Aoolkatbn Scarce > Application List > Application Detail FL # FL18504 Application Type New Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative 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 G 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 L1 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 FL18504 RO COI FL COI.odf 1710.5.3 Method 2 Option B https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2Plo2ftCOhpJQgi... 9/6/2016 0 Florida Building Code Online Page 2 of 3 Date Submitted 09/01/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL # Model, Number or Name Description 18504.1 M-1926 Horizontal Mullion M-1926 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO 11 M-1926 Horizontal 08-01455A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8', Impact Resistant up to FL18504 RO AE 512079A.Ddf Wind Zone 3 1 Created by Independent Third Party: Yes 18504.2 M-1926 Vertical Mullion M-1926 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO 11 M-1926 Vertical 08-01445A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84', Impact resistant up to Wind FL18504 RO AE 512069A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.3 M-2285 Horizontal Mullion M-2285 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use In HVHZ: No FL18504 RO 11 M-2285 Horizontal 08-01834A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R. Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum span - 120', Impact resistant up to Wind FL18504 RO AE 512521A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.4 M-2285 Vertical Mullion M-2285 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO If M-2285 Vertical 08-01833A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84', Impact resistant up to Wind FL18504 RO AE 512520A.Ddf Zone 3. Created by Independent Third Party: Yes 18504.5 M-2302 Horizontal Mullion M-2302 Horizontal Mullion Single, Twin or Triple with Transom Limits of Use Installation Instructions Approved for use in HVHZ: No FL18504 RO 11 M-2302 Horizontal 08-01456A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 156-3/8', Impact Resistant up to FL18504 RO AE 512080A.odf Wind Zone 3. Created by Independent Third Party: Yes 18504.6 M-2302 Vertical Mullion M-2302 Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL28504 RO II M-2302 Vertical 08-01447A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum Span - 84', Impact resistant up to Wind FL18504 RO AE 512071A.odf Zone 3. 1 Created by Independent Third Party: Yes 8adt Next Contact Us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 850.487,1824 The Stale of Florida IS an AANEEO employer. CowrtoM 2007.201] State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publk-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.437.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The !malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to https:Hfloridabu ilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQq i... 9/6/2016 Florida Building Code Online Page 3 of 3 supply a personal address, please provide the Department with an emall address which can be made available to the public 7o determine If you are a licensee under Chapter 055, F.S., please dick here . produce Appral Aetapts: 0 ov Credit Card Sate https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQgi... 9/6/2016 NOTES: I) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY Willi REOUIREMENfS OF THE rLORIOA BUILDING CODE. 2) WOOD FRAMING TO BE OESIGNEC AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. a) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 51% DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APOROVAL. 6) SINGLE WINDOWS TO 6E MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY M.1 WINDOWS AND DOORS, INC 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN IIORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATEO HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH, 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLICN RATING MUST BE EOUAL OR GREATER THAN REOUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBUTARY WIDTH a W1 F 2 REMS ONS REv DESCMPT*j 0Aw I AVRRwm I A I REVISED INSTALLATION DETAILS 08/07/15 i R L ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCIJORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH iO ACHIEVE A 1 1/4- MINIMUld EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN 1`1 INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) 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 BEl_CW: A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0 42 6 CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREAIER). S) TO ATTACH MULLION TO CLIP USE (4) f iO r 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE —DRILLED BY MANUFACTURER TABLE OF CONTENTS SHEET NO.1 DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES ORAYN. aAC NO. V.L. 1 08-01445 SCALE NTS PATE 01/11/12 s'E'1 OF 3 SIGNED: 0810712015 107 )/8" COMBINED WIDTHIW1 -1j^ W2 3" 8 FRAME WINDOW WINDOWHEIGHT MULLICN FF HE MU SI: 07 3 '8" t07 3/8" COMBINED WIDTH Wt --I W`L 83" FRAME LIN HEIGHT WINDOW MULLION COMBINED WIDTH 13" J / WINDOW AME IGHT WINDOM WINDO LUON L I W1 1-V/2 107 3/8" COMBINED WIDTH Design P-ro rating (04 Un/b anchored Into wood framing Mullion span On) THbuterywidth 18.13H30 3&60 4260 n) 4& 00 5213 25. 00 130.0 130.0 130.0 130.0 130.0 130.0 3i. 38 130.0 130.0 127.2 127.0 127.0 127.0 49. 63 120.7 94.3 77.9 73.8 72.1 72.0 6200 92.4 70.6 56.0 51.5 46.6 47.4 6& 63 86.5 6&8 51.7 47.3 44.4 43.0 7200 T7.8 58,7 45.6 41.4 38.5 37.0 84. 00 6Z I 45.0 33.1 29.1 26.3 24.9 107 3/8" COMBINED WIDTH 8 FR/ V.1E L WINDOW HEIGHT MULLION s SPAN) 107 3/8" FCOMBINED V410TH W/- I I [ W2 83_ J f/ WINDOW J FRAME %% HEIGHT Wm/jKINDO MULLION SPAN) WI CIF- W2 107 3/8" COMBINED WIDTH RM ONS Rei I DESCRIPTION WIE I AMR04D I AREVISEDINSTALLATIONDETAILS08/07/15 R.L. 107 3/8" COMBINED WIDTH W 11I- ! W2 83" J I WINDOW FRAME HEIGHT WINDOW MULLION SPA WI I!!! vn 107733/ 88- COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3W AS SHOWN HEREIN Design pressure rating (Psn nits enehoted Into nlesonry/eonaeM Mullion manon) Tributary 1& 13 2&50 width 136. 00 4200 n) 4& 00 SZ13 2& 00 130.0 130.0 130.0 130.0 130.0 130.0 37.30 130.0 130.0 130.0 130.0 130.0 1300 49.03 130.0 130.0 130.0 130.0 130.0 130.0 6200 130. 0 115.4 7.8 79.3 73.9 71.5 6&63 130.0 96.8 729 65.5 60.5 5&2 7200 99. 3 72.4 54.0 4&1 44.0 42.0 8&00 U.-F 45.0 33.1 29.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT. LEVEL D, WIND Z0NE3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-1926 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS ORAW4 ONG NO V.L. 1 08-01445 sell: NTS °" E 01/11/12 sNM2 OF 3 SIGNED: 08107, 2015 b, ItEIiID i G • N8F9't' 0 6 ••* i EOF s ONA Tao\`\\ 2 1/2" MIN 1" MIN EDGE DISTANCE SEPARATION MASONRY/CONCRETE BY OTHERS a 1 1 /4' a < MIN EMBEDMENT I 1 1/4" TAPCON SECT5796 SECT M-1926 MULLION SECT5796 CLIP I J I LT 10 WOOD SCREW I I la 9 I j { 3/8" MIN EMEEOMENT I/2" MIN _ — WOOD FRAMING/ UCKEDGEDISTANCE2x OTHERS VERTICAL CROSS SECTION BY OOTHEMASONRY, VONCRETE AND 140000 FRAMING INSTALLATION 3 3/4" 1" 3/," 3/ 8" I 7/ 8" 2x 01/a" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5 125' THICK 3 3/4. 2 1/4" — 7/ 8" T 2x 01/4" I I 7/8" I 1/2"I SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK 2 3/4" I I/8' L SECT M-1926 MULLION ALUMINUM 6063-T5.125' THICK RMS104S I REvDESCFNPRONarcAPPRMOA REVISED INSTALLATION DETAILS 05/07/ I S R L. MT000022 CLIP 16GA (. 063) GALVANIZED STEEL SECT5796 OR M1000022 CLIP i i SECT5796 OR — MT000022 CLIP I CLIP INSTALLATION SIGNED. 06/07/2015 DOORS11C0 M650IW00WMAaEDGRATZ, PA ESTTREET 17030- 0370 9''' r,•v\ GENS.•,rP i 0 6 M-1926 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS D •, $a TAT OF S'cIORICP G 4` EPA^ oxc vo QEv v.l. 08-01445 A NA11 a\ SCALE NTSCA7E01 / 1 1 / 12 9.Ecr 3 OF 3 L. Roberto Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI 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. Certtication 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 0111111/111 G E NSF 0 51 o , TAT OF ;' t,, 0' Fs; ONAl1E Luis R. Lomas, P.E. FL No.: 62514 08/07/2015 Florida Building Code Online Page 1 of 2 Business & Professional Regulation 12 p,; POW DepaM 41td BCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Slats 6 Facts E Publications FBC Stall BCIS Site Map Links Search Busi nre s Professi - al ProductApproval USER. Public User F9— RegulationProduct Approval Menu > Produtt or Application Search > Application List > Application Detail FL # FL18644-RI 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 02/18/2016 v.date. set to reapply per S^Urich's req.zb.02/25/16 Archived O Product Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd. com Authorized Signature Brent Sitlinger bsitlinger@miwd. com Technical Representative 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 Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 9j Validation Checklist - Hardcopy Received Standard AAMA/ WDMA/CSA 101/I.S. 2/A440 AAMA/ WDMA/CSA 101/1.S. 2/A440 Method 1 Option A 02/ 18/2016 02/ 25/2016 02/ 25/2016 Year 2005 2008 https:// floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDquiGig5bCXRsfAEr... 5/10/2016 Florida Building Code Online Page 2 of 2 Summary of Products I FL * I Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS644 R1 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 81x63.odf Impact Resistant. No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions FL18644 R1 II 08-02818.odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513610.odf Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 Rl C CAC APC 3500 FLS 81X63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/18/2017 Design Pressure: +35/-35 Installation Instructions Other: LC-PG35 FL18644 Rl II 08-02818.odf Verified By: Luis R. Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513610.odf Created by Independent Third Party: Yes 18644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 Rl C CAC APC - F1910.01,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 Rl II 08-02858.udf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 Rl AE 513666 F1910 2858.odf Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 Rl C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 96x60.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP=-60 Installation Instructions FL18644 RI II 08-02859.udf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513667.odf Created by Independent Third Party: Yes beck Next Contact Us 1940 North Monroe Street, Tallahassee FL 32399 Plane, 850.487-1824 The State of Florida Is an WEED employer. Coovrloht 2007.2013 Slate of Fbrlda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall If you have any questions, please contact 850 487.1395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Credit ArFE https:Hfloridabu ilding.orglprlpi_app_dtl.aspx?param=wGEVXQwtDquiGtg5bCXRsfAEr... 5/10/2016 qw NOTES: i. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 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. 1X 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 IX BUCK 15 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. 8. FOR FIN INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION 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 16 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EL48EOMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. RENSIONS I REV I OESCRonm I DATE I APPROVED 1 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. 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 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. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES 3500PW. 3500T, 350OSDLITES. 3500SP, 3540PX. 3540T, 3540SOLITES, 3540SP. 3250PZ. 3250T. 3250SOLITES. 3250SP. 3240PW. 3240T, 3240SDILITES. 3240SP. 3500HPPW. 3500HPT, 3500HPSOLITES. 3500HPSP, 358OWP, 3580T, 358OSOLITES. 3580SP. S-350OPW. S-3500T. S-3500SOILITES, S-3500SP, S-3540PW. S-3540T. S-3540SOLITES. S-3540SP. M-350OPW, W-3500PW, W-3500T, W-3540PW, W-3540T, W-3540SOILITES. W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW. 1255HPT, 1255HPSOUTES AND 1255HPSP. TABLE OF CONTENTS ISHEETNO.1 DESCRIPTION NOTES ELEVATIONS INSTALLATION SIGNED: 0211712016 DOORSIRM650IWDOWESTM IIL I% RKED TREET GRATZ, PA 17030-0370 v •GENS;9s' 0 6 * =_ SERIES 3500 FIXED WINDOW 96" X 60 NON -IMPACT NOTES 41 _ TAT Of . CAMa¢ I 08-02859 - i jrIONAI NTS 02/04/16 SmEa I OF 3 96" MAX. FRAME WIDTH 2" MAX 10" MAX —1k 2 MAX O.C. 2" M;; J 60" MAX. FRAME HEIGHT 1 1 SERIES 3500 FIXED WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES T. MAXIMUM D.L.O.: 92_ X 56" 2. (2) 1" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART #1 Height 10 O.C. SEE CHART #1 FOR NUMBER OF ANCHORS 1 2"" MAX -_1 REVISIONS I REV I OESCRPIION I OAK I APPROVED 1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON —IMPACT ELEVATION N.G. 1 08-02859 V-4E NTS I O" E 02/04/ 16 ISHE02 OF 3 SIGNED: 0211712016 111111IN'._ i ft I APPROVED SEALANT BEHIND FIN A6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE p6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR REVTSTONS IREVOESCRP"ON I DATE APPROVED WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 6 WOOD SCREW I 1/4" MIN. EM8EOMENT APPROVED SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL 1/4 - MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. WOOD2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS DRAWN ONG NO N.G. 1 08-02859 OLE NTS I DATE 02/04/16 1 SNE''3 OF 3 SIGNED: 02(1712016 N. s Ilk 1LIo /,, 0 5 ••*= TATOF ;Eye ss10NAl,1? 6`. L. Roberto Lomas P.E. 233 W. Main S1 Danville, VA 24541 434-688-0609 rllomas Irlomaspe com Manufacturer: MI Windows and Doors, Inc. 650 West Market Street Gratz, PA 17030 Product Line: Series 3500 Fixed Window 96' x 60' - Non -Impact Engineering Evaluation Report Report No.: 513667 This product also labeled under the following names: 350017W, 3500T, 3500SDLITES, 3500SP, 3540PW, 3540T, 3540SDLITES, 3540SP, 3250PW, 3250T, 3250SDLITES, 3250SP, 324012W, 3240T, 3240SDLITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 3500HPSP, 3580WP, 3580T, 3580SDLITES, 3580SP, S-350012W, S-3500T, S-3500SDLITES, S-3500SP, S-354012W, S-3540T, S- 3540SDLITES, S-3540SP, M-3500PW, W-3500PW, W-3500T, W-354017W, W-3540T, W-3540SDLITES, W-3540SP, 1255PW, 1255SP, 1280PW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES, and 1255HPSP 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(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02859, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: B9102.01-109-47 signed and sealed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA. AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: t60.15psf Water penetration resistance 7.52psf 3. Anchor calculations, report number 513667-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +50.0/-60.0psf. Maximum unit size: 96" x 60" Units must be glazed per ASTM El300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be ngid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-02859. 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 N C I r` /,/// 9 // OENs.•y,. ISTATE OF ; i •t••'c OR1Ot' • # ijs ONAI trrllll Luis R. Lomas, P.E. FL No.: 62514 02/23/2016 04 Florida Building Code Online FL17676.16 Page 1 of 4 r rIVINO D2pDfMWdd SOS Home I Log In I User Registration i Hot Topics I Submit Surcharge I Slats 6 Facts Publications I FBC Staff I BaS Site Map Links I search Busines // Product ApprovalbfessiYal ®USER: Public User Regulation Product Approval Menu > Product or Aoollratbn Search > Application List > Application Detail 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE 6j Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 Florida Building Code Online Page 2 of 4 FL it I Model, Number or Name Description 17676.1 13S40 SH 36x74 Fin Frame 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 3540 Fin 36x74.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 11 Install - 3540 SH 36 x74 Fin.Ddf 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 13540 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.pdf 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 FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes 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 II 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: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 144x84 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 FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://floridabuilding.orglpr/pi app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 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 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. Units must be glazed in accordance with FL17676 R2 11 FL17676 R1 11 Install - 3540 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 3540 SH 36x74 Fmiess Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 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 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854E 1252.Ddf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 36x84.Ddf 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.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511989 3540 FLS 36x84.Ddf Created by Independent Third Party: Yes 17676.10 3540 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 FL17676 R2 II 08-01247B 10.0f Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511849B 1247.Ddf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 48x96.Ddf 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 II 08-01371B 11.Ddf 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 17676.22 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.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.orglprlpi7_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 4 of 4 IFL17676 R2 AE 513015A 2269.odf 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 FL37676 R2 C CAC APC 3540 FLS 52x72.Odf 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 11 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.Odf Created by Independent Third Party: Yes 27676.24 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 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 FL17676 R2 11 08-01514 512141.Odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 Fls 52x84.odf Created by Independent Third Party: Yes 17676.25 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.48X72.R35.(072016) Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E3300-04. Installation Instructions FL17676 R2 11 Install Instructs - 3540 SH FIN 48x72 (As Tested).odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 10804 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: r--;;i Nan Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Cowrloht 2007,2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish ID supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click b=. Product Approval Accepts: CreditiEAFE IV https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 J Validates / Operations Administrator) MI Windows & Doors, Inc. P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below'is hereby approved for listing in. the next issue of the AAMA Certified Products Directory: The approval Is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings. by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMANVDMA/CSA'101/1.S. 2/A440-08 LC-PG35-2731x1867 (108x74) Negative Design Pressure = -50 psi COMPANY AND CODE CPD NO. SERIES MODEL•& PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors, Inc. 3540 TRIPLE SH (FIN) FRAME SASH 10817 PVC)(O/X.O/X.O/X)(IG) 2731 mm x 1867 mm 860 MM x 919 mm Code: MTL INS GL)(REINF)(TILT)(ASTM) 9'0" x 6'2") 2'10" x 3'0") 2 This Certification will expire April 12, 2017 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.: C7327.01-109-07 Date of Report: May 7, 2013 Date: May 8, 2013 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h, 4V_ j4tekLaaboratories, Inc. Authorized for Certification American Architectural Manufacturers Association 2' typ. 2' typ TT' 2' o.c. mox. L ftn ELEVATION 10s' 4-tA' CLEARANCE ALL FOUR SIDES) WHICH 1 /2' FRONT HEAD DETAIL FLASH 13Y OTHI Anchor See Sectior Details) a Min Edge 41 SIZE HEADER AS NEEDED Caulk under ENTIRE perimeter of Nailing fln before fastening. IM AS OUIRED DRYWALL HOWN WITH 1/2' EASHTHING) MUST ACHIEVE 1-1/4' PENETRATION INTO STUD. . SILL DETAIL Notes: 1. installation depicted based off of structural test report j C7327.01-109-47. 2. Wood screws shall ratify the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S-P-F (G-0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loods. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted of each fastener location. Shims shall be load bearing, non - compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window slaw smaller than shown, locate fasteners approx. 2' from comers and no more than 12' on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/-50 UNfIS UP TO 108' II 74' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) S THING Mtn Edge Distance IF M * ° x° ° INSTALLATION INSTRUCTIONS V.M.R. t3-20-09 WAD do FASTENER SCHEDULE — FIN— °O°= mm JAMB DETAIL " m `° 3540 Single Hung NONE I ow Windows & Doors Continuous Head and Sill °a" - Gratz, PA &UO SH CSH FIN 1 or Florida Building Code Online FFI 7676.9 Page I of 4 Regulationap r FWCl rb.>MW(d BCIS Home I Lop In ( User Registration Hot Topics ( Submit Surcharge I Slats a Facts ; Publications FBC Stag BC1S Site Map Links i Search Busmes/ a- product ApprovalProfessiYalUSER: Public User Regulation Product Approval Menu > Product or Application Search > Application Lis > Application Detail 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE R'j Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/03/2015 Date Validated 12/04/2015 Date Pending FBC Approval Date Approved 12/06/2015 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6f G I ... 5/26/2016 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 36x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH 36 x74 Fin.odf ASTM E1300-04. 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 3540 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 FL17676 R2 C CAC APC 3540 Fin 44x63.odf Approved for use outside HVHZ: Yes 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 II 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: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH Fin 44x72.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.6 13540 SH 14084 Fin Frame I 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 FL17676 R2 C CAC APC 3540 Fin 44x84.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 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 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No OS/26/2020 Design Pressure: +2S/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 II FL17676 RI 11 Install - 3540 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 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 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 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 13S40 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 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 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.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 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.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 II 08-01371B 11.udf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511988B 1371.odf Created by Independent Third Party: Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL27676 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_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 4 of 4 IFL17676 R2 AE 513015A 2269.odf Created by Independent Third Party: Yes 17676.13 3540 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 11 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 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 FL17676 R2 II 08-01514 512141.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3540 Fls 52x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(127751A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.48x72.R35.(0720161 Impact Resistant: No Rev.odf Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 II Install Instructs - 3540 SH FIN 48x72 (As Testedhodf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 108x74.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH CHS Fin 1OBx74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 6-1 Next Contact Us :. 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO empbyer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tiadltlonal mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an ema0 address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: 92 Credit bAFE https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Velidator / OpereWns Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The pioduct described below'is hereby approved for listing in the next issue of the AAMA.Certified Products Directory: The approval Is based on successful completion of tests, and the reporting to the Administrator of*the results of tests, accompanied by related dra*Angs, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMANVDMA/CSA 101/I.S.7JA440-08 LC-PG40"-914x2134 (36x84W Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors. LLC 3540 SH (FINLESS) FRAME SASH 7157 PVC)(O/X)(IG)(INS GL) 914 mm x 2134 mm 867 mro x 892 mm Code: MTL REINF)(TILT)(ASTM) 3'0" x 7'0") 2110" x 211") Z. This Certification will expire July 27, 2020 (extended from July 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.: B1910.01-109.47 Date of Report: August 15, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification 4te, d Laboratories, Inc. Authorized for Certification T Ameri&A Architectural Manufacturers Association r36- MAX. FRAME WIDTH 4" M.X. (- ANCtIORS TO BE ' 0EQUALLYSPACED. SEE A,ICHOR CHART SHEET I FOR UNIT SIZE AND ANCHOR QUANTITY O 84" MAX. FRNME HEIGHT X I I SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number o/ anchors requiredsteschjAnib Heigh In) Panel wi t (in 24.0 30.0 36.0 24.0 2 1 2 1 2 30A 2 1 2 1 2 36.0 3 1 3 1 3 42.0 3 1 3 1 3 48.0 3 1 3 1 3 4.0 3 3 4 00.0 4 4 4 66.0 4 4 4 72.0 4 4 5 18,0 4 4 S 84.0 4 S 5 TARLE OF CONTENTS SHEET 140.1 DESCRIPTION ELEVATIONS. ANCHORING LAYOUTS AND NOTES 2 - 3 1 INSTALLATION DETAILS RC 49.5 OESL OTICY ar o:2D NOTES: 1) THE PRODUCT SHOWN HEREIN IS DMIG14ED AND WNUFACTUREO TO COMPLY WITH REQUIREMENTS OF THE FLORIOA BUILDING CCDE 2) YJOCO FRAMING AND MASONRY OPENING TO BC DESIGNED AND ANCHORED 10 PROPERL( TP,ANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONR( OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) IX BUCX OVER MASONIRY/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) ALLO1:AFILE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE. PRODUCT SHOWN HEREIN, POND LCAD DUR41I014 FAC(OR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAYE MATERIAL: EXTRUDED RIGID PVC. 6) SASH UNITS NIUST BE REINFORCED WIT., G:'L-451-020 STEEL REINFORCEMENT, MEETING RAILS MUST BE F.EINFORCEC WITH RF-104S-023 STEEL REINFORCEMENT. 7) UNITS MUST BE GLAZED PER ASTM E1300-04.. 5) A°PROVED IMPACT PROTECTNE SYSTEM IS REQUIRE FOR THIS PROCUCT IN WIND BORNE. DEBRIS REGIONS. 9) SHIM AS REQUIRED AT EACH INSTALLATION( ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SOACE OF 1 /10 OR GREATT_R OCCURS. MAXIMUM ALLC'1ABLE SHIM STACK TO BE 1/ 4-. 10) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WTTn SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSIRATE WIFH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN liv ELEVATIONS ANO INSTALLATION DETAILS. I1) FOR ANCHORIVG INTO WOOD FRAMING OR 2X BUCK USE 98 WOCD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/16- MINIMU`A EMBEDMENT INTO SUBSTRAIE. LOCATE AIICHORS AS S,..OWN IN ELEVATIONS AND INSTALLATION DETAJLS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) WISTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH AI:CHOF. MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THWb IKE MINIMUM STRENGTH SPECIFIED BELOW: A. W0017, - MINIMUM SPFCIFIC GRAVITY OF G=0.47 B. CONCRETIF - MINIMUM 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 DOORS650IIl1I1(IIIA// i GRANTZSTPAA17Q30RKET S0370 rJ\S CEN 9Ui SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED - NON -IMPACT 36" X 84 ELEVATION, ANCHORING LAYOUT AND NOTES TeATP OFhr iFS;°(OR1* C, ORAWN VAG No. R 08 50 372 1ONA 11(N Y 5 uacNTS 10/17/11 I OF 3 I REV I DESCRIPTION I WEE 1 m*fovEo 1 27 UUCK/WOOD FRAMING BY OTriERS. 2X SUCK TO BE PR::PERLY SECURED FLANC--E TO BE J I c t I I" MAX. c i' aSETraBEDFJ1 ;,/1„ M1R1. J t j M Y. APPRa4EO SEALANT \ - SHRA EMBEDM ENT SHIM HEAD iG BE S-r II I IN A EFO OF,PPROVED ;S %000D SCREW NSTnU.11O' SCL+t+T i J f INTERIOR j Jr V 11I 2X BUCK V,.000 MAMINIG - `\ J I - BY OTHERS. 2:- BUCf TO o I i EXTERIOR i -!7L m 1 i INTERIOR EE PR:-PERLY SEI ED I jll`------- 1L• ulll. 1 71 EXTERIOR . I FLA`I;E 10 8E -/ SET IN BED OF u SILL TO BE SET IN APPROVED SEALANT HORIZONTAL CROSS SECTION iCm-i 4 BED OF A -PROVED 2XSUCKNVOODFRAMING INS TALLATTON CONS11 UCTION ADfE5iVE am I ' FLANGE TO BE - 1/ 4' MAX' SET IN BED OF \ CG7G SHIM APPROVED SEALANT NOTE: INTERIOR AND EXTERIOR FWI5F,ES. 6Y OTHERS, NOT SHOsN FOP CLARITY. 2X SUCK/WOOD FRAMING 1' MI WINDOWS AND DOORS ft.•L0419/i BY01nEF'3, 2: BUCK TO VERTICAL CROSS SECTION 650 WEST MARKET STREET J\? BE PRO°EFLY SE'URED 2XSUCK49000FRAMING INS TALLATON GRANTZ, PA 17030-0370 v••\GENy F i{+ SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW 0 STEEL REINFORCED - NON -IMPACT 36" X 84 INSTALLATION DETAILS gl • STATE OF DR ao ORO1f' 08501372 MA1 Sc-[NTSD. TE10/17/11 2 OF 3 MA:,') !PY;'COI,I,^BETE -- ., BY OTHEPS \ _ OPTIONAL IV DUCK By — a• • • .+ OTHERS. IV BVCk TO BE PPO ERLY SECURED. 'PEE NOTE 3 SHEET I I - FL•,NGC TO BE \\ 1/4- MAY J SETIN EEO OF > \ SH-M APPRCNEO SF_ALANT \ HEAC iO BE SET IN A BED OF APPPOVEO CONSTRUCTION SEALANT EXTERIOR I`s r 1 IJ INTERIOR a L^ j SILL TO BE SET IN BED OF APPROVED CONSTRUCTIOII! ADHESIVE FLA;:CE TO EE - f / _ ScnN BED OF I/a" MAX. SHM n^PROVED SEALANT a , OPTIONAL !X BUCK B! e•' / OTHERS, T X BUCK TO BE ' PROPERLY SECURED. SEE MASONRY/CONCRETE 8} OTHERS NOTE 3 SHEET I VERTICAL CROSS SECTION MASONRY/1ONCRETE WSTALLATTON nr.•ia:s IEvoE:csr"n:w n.re .u ec I I;'a- MIN. I _ 1/4" KA.K. EMBED.'.;EN1 i I - SHIM i 3/I6" IAPCONMALSONRY/CONCRETE —. BY OFIIERS I INTERIOR 2 5 "8' MIN. - EDGE DIST. OPTIONAL IX BUCK. BY —' EXTERIOR OTHERS, IX BUCK TO 3E PROPERLY SE:'UREO SEE L— FLANGE TO BE 14CTE 3 SHEET T SET IN RED OF APPKOVEO SEAuf4T HORIZONTAL CROSS SECTION MASONRYiCONCRETE INSTALLATION NOTE. INFERIOR niJt? EXTERIOR FINISHE'3, H' OTHERS, NOT SHOA-t! FOR CL ARIT!. M6soIwDOWESTMnRICETS ANDDOORS 01111 LIQTREET GRANTZ, PA 17030-0370 J 9IRII11, v•v GEHS, ,P 0,8125] += SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW STEEL REINFORCED — NON —IMPACT 36" X 84 o ,!e,cor` INSTALLATION DETAILS D • TAT OF Fss'ZOR10 G` \\` CPAAN. v o IX v. 08-01372 777I11jjjj 0\\\ CALL Dar SHEETNis10/17/II 3 OF 3 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville. NC 27023 336-945-9695 rilomas@lrlomospc.com Manufacturer: M] Windows and Doors 650 West Market Street Grantz, PA 17030-0370 Engineering Evaluation Report Product Line: Series 3540 Finless PVC Single Hung Window — Non -impact Report No.: 511989 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9N-3. The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 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.: B1910.01-109-47, signed and sealed by Michael D. Stremmel. P.E. Architectural Testing, Inc. York; PA AAMAIWDMA/CSA 101/I.S.2/4440-05 Design pressure: +40.10/50.13psf Water penetration resistance 6.06psf 3, Anchor calculations, report number 511989-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: +40.01-50.0 psi Maximum 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 reinforcement: Roll formed steel. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Installation: Units must be Installed in accordance with approval document, 08-01372. 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 N 11, I ISRL 0F•qi// 0 ENSZV* 0 514 TATE OF 40NAL Luis R. Lomas, P.E. FL No.: 62514 11/07/2011 w Florida Building Code Online FL17676.2 page 1 of 4 li Business & Professional r ro Fb oa pppaMMtd eas Home I Lop In I User Registration Not Topics I Submit Surcharge I Slats 6 Facts Publications FI C Stag 1 BaS She Map Links I Search Busines // — Professi )i 0USE :Pub Approval q JyUSER: Public User Regulation P1otlucl Aeuroval Menu > ProAucl or ADpllfatbn Search > Application List > Application Detail 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/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 C 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 G Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 12/03/2015 12/04/201S 12/06/2015 Year 2008 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 ELEVATION 2" typ. o.e 2' typ. TT 8' o.c. Max. r ao I}'*kCLEARANCE ALL FOUR SIDES) HEAD— DETAIL FLASH BY OTHI Anchor See Section Del iIZE HEADER AS NEEDED CAULK UNDER NAIUNG FIN EtlDBE PERIMETER BEFORE FASTENING. Notes: 1. Installation depicted based off of structural test report 182133.01-109-47. 2. Wood screws Shall satisfy the National Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations ore assumed 2x S—P—F (G-0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4' penetration into wood buck. 5. Maximum shim thickness of 1/4' permitted of each fastener location. Shims shall be load bearing, non — compressible type. 6. These drawings depict the details neussory to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion Min Edge 7/16 SHIM AS or thermal performance requirements of REGUIRED the installation. Min Edge VIC" SHEATHING JAMB DETAIL C 'NAIL FIN' IS A GENERIC TERM WHICH MEANS 'MOUNTING FLANGE'. NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE) MUST ACHIEVESISCREW (SHOWN PENETRATION N• SHEATHING) INTO STUO.s SILL DETAIL 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sues smaller than shown, locate fasteners 2' from comere and no more than 8' on center. Design pressures of smaller window sizes ore limited to that of the test window. SIZE AND OEM PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +40.10/-50 UNITS UP TO 3v x 84' SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) m1m ft M INSTALLATION INSTRUCTIONS V.M.R. 12-14-09 FASTENER SCHEDULE — FIN— ° "re Cow emm 3540 Single Hung NONE I Cr I Windows 8.Ooors a Gratz, PA 3540-3240 SH FIN — J 0 Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION EAQAUA The product described below is hereby approved for listing in the next issue of the AAMA Certified Prdducts Directory: The approval Is based on successful complellon of tests, and the reporting to the Adminlstrator of the results of tests, acoompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101/l.S2JA440-08 LC-PG40'-914x2134 (36x84)-H Negative Design Pressure = -50 psf COMPANY AND CODE CPD NO, SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors. LLC 3540 SH (FIN) FRAME SASH 7158 PVC)(O/X)(IG)(INS GL) 914 mm x 2134 mm 067 mm x 892 mm Code: MTL REINF)(TILT)(ASTM) 3'0" x 7'O") 2'10" x 2'11") 2. This Certification will expire July 27, 2020 (extended from July 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.: B2133.01-109-47 Date of Report: August 16, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification 4& 466d Laboratories, Inc. Authorized for Certification T Ameri Architectural Manufacturers Association Florida Building Code Online Page 2 of 4 of Products FL it I Model, Number or Name Description 17676.1 13540 SH 36x74 Fin Frame 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 3540 Fin 36x74.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II Install - 3540 SH 36 x74 Fin.Ddf 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.Ddf 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 11 Install - 3540 SH Fin 36x84.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.3 13S40 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 Fin 40x66.Ddf 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 11 Install - 3540 SH Fin 40x66.Ddf 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 FL17676 R2 C CAC APC 3540 Fin 44x63.Ddf Approved for use outside HVHZ: Yes 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 II Install - 3540 SH Fin 44x63.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17676 R2 C CAC APC 3540 Fin 44x72.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant. No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R2 11 Install - 3540 SH Fin 44x72.Ddf ASTM E3300-04. 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 E 1300-04. Certification Agency Certificate FL17676 R2 C CAC APC 3540 Fin 44x84.Ddf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions Verified By: American Architectural Manufacturers Association Created by Independent Third Party: https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 3 of 4 Evaluation 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 R2 C CAC APC 3540 Fin 52x84.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +2S/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R2 Il FL17676 RI 11 Install - 3540 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 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 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 II 08-01252B 7.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 511854E 1252.Ddf Created by Independent Third Party: Yes 17676.9 3540 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 FL17676 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.Ddf Created by Independent Third Party: Yes 17676.10 3540 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.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 3540 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 08/28/2027 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL27676 R2 11 08-01371B 11.Ddf 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 117676.12 13540 SH 1 52x62 Finless Frame I Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R2 II 08-02269A 12.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG I ... 5/26/2016 Florida Building Code Online Page 4 of 4 IFL17676 R2 AE 513015A 2269.Ddf Created by Independent Third Party: Yes 117676.13 13540 SH 152x72 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: R-PG30 Certification Agency Certificate FL17676 R2 C CAC APC 3540 FLS 52x72.odf Quality Assurance Contract Expiration Date 04/12/2017 Installation Instructions FL17676 R2 II 08-02270A 13.odf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 513016A 2270.odf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 FLS 52x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No OS/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R2 II 08-01514 512141.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R2 AE 512141 3S40 Fls 52x84.odf Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ: Yes R2 C7326.01 3540.AWS.IG.FIN.48X72.R35.(072016) Impact Resistant: No Rey.od Design Pressure: +35/-35 Quality Assurance Contract Expiration Date Other: R-PG35. Units must be glazed in accordance with 07/20/2016 ASTM E1300-04. Installation Instructions FL17676 R2 11 Install Instructs - 3540 SH FIN 4802 (As Tested).Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R2 C CAC APC 3540 CHS Fin 10674.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2017 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R2 II Install - 3540 SH CHS Fin 108x74.odf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: lads Meat Contact Us :: ee FL 32399 Plane: 850.417.1824 The State of Florida 1s an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your !-mall address released In response to a public -records request, do not send electronic mall to thisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 150.467.1395. -Pursuant to Section 455.275(1), Florida Statutes, elective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. 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Product Approval Accepts: M Credit5AFE https://floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgvFGYZsjrZFR6fG 1... 5/26/2016 I g ( CSF-) PaFloridaBuildingCodeOnline ge 1 of 4 R Business opalpl111d acts Home I Log In I User Registration i Hot Topics I Subnrl Surcharge 1 scats a Facts i Pubikations I Fac sun I acts site Map 1 Links I search I Bushes Professi • al 0S°°"`` cApprovalUSER: Pubac UUser Regulation 0oeutt Aotmwal Menu > product at AnMlrallen Search > Aenikallen LIST > Application Detall FL # FL5302-R6 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Amain Garage Doors/Entrematic 165 Carriage Court Winston-Salem, NC 27105 336)251-1309 danny.Joyner@amarr.com Brandon Gentle brandon.gentie®amarr.wm Brandon Gentle 165 Carnage Court Whiston-Salem, NC 27105 336)251-1308 brandon.gentle0amarr.com Danny Joyner Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 djoyner®amerr.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Thomas L. Shelmerdine PE-0048579 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 01/01/2016 Steven M. Urlch, PE I ' Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) standnEd Uff 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 A Florida Building Code Online Page 2 of 4 1 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 D Date Submitted 03/30/2015 Date Validated 03/30/2015 Date Pending FBC Approval Date Approved 03/31/2015 Summary of Products FL N 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 HVHZ: Yes Impact Resistant: No Design pressure; +19.1/-22.6 Other: Design Pressure +19.1/-22.6, Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region FI S302 R6 11 IRC-6009.110.11 Drawino 7-10 FL.Ddf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 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 (M60D); 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 Fl 52n1 R6 ll IRC-6009-100-11 drawino 7-10 sealed.0df Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in HVHZ. Glazing option shall not be used In wind-borne debris region FL5302 R6 AE IRC-6009-100.11 report 7-10 sealed.pdf Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door is a replacement door. 5302.3 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-120-15,Thru 9' wide. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6009-120-15 Drawino 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in HVHZ. FL5302 R6 AE IRC-6009-120-15 Report 7-10 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); Dwg. IRC-6009-130-15, Thru 9' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6009-130.IS Drawino 7-10 FL.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use In HVHZ. FL5302 R6 AE IRC-6009-.130,15 Report 7-10 FL,odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door Is a replacement door. I5302.5 I Stratford (M600); Heritage (M950); I Dwg. IRC-6009-140-15, Thru 9' wide. IOakSummit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FI Saro R6 ll IRC-6009-140-IS Drawlno 7-10 FLDdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.0/-35.1 Evaluation Reports https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/201 S - Florida Building Code Online Page 3 of 4 I Glazing opts n shall struct re Is not used in as silly enclosed ors region a I Created by IndependesignPressure +31.0/-35.1, Not for use In HVHZ. FL5302 R6 _AE_ nt Third Party: Yesunl9- 140-15 Report 7-10 FL.odf I rep5302. 6 Stratford (M600); Heritage (M950); Oak Summit (M650) Dwg. IRC-6009-150-15,Thru 9' wide. Limits of Use Installation Instructions Approved fo use in HVHZ: No F:5302. R6 11 IRC-6009-150-iS Drawing 7-10 FLDdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in HVHZ. FL5302 R6 AE IRC-6009.150715 Report 7-10 FL-.Ddl 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 (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS302 R6 ll 1RG6009-169-IS Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45.3/-51.2, Not for use in HVHZ. F:S302 R6 AE IRC-6009-169-iS Report 7-f0 FL.Ddf Glazing option shall not be used in wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302. 8 Stratford (M600); Heritage (M950); Dwg. IRC-6016-100-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6016-100-IS Drawing 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluation Reports Other: Design Pressure +15.2/-17.2, Not for use In HVHZ. F1S302 R6 AE IRC-6016-100-IS Report 7-10 FLDdf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302. 9 Stratford (M600); Heritage (M950); Dwg. IRC-6016-110-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 11 IRC-6016-110-IS Drawina 7.10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.31-20.8, Not for use in HVHZ. FL5302 R6 AE IRC-6016-110.15 Report 7.10 FL.odf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure Is designed as partially enclosed or door :s a replacement door. 5302. 10 Stratford (M600); Heritage (M950); Dwg. IRC-6016-120-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FLS3Q2 R6 It IRC-6016-120.1S Drawina 7-10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use in HVHZ. FL5302 R6 AE IRC-6016-120-15 Report 7-10 FL.Ddf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door Is a replacement door. 5302. 11 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-130-15, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +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 Fi t3D2 R6 11 IRC-6016.130.15 Drawing 7-10 FLgi f Verified By: TOM SHELMERDINE OD48579 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 5302. 12 Stratford (M600); Heritage (M950); Dwg. IRC-6016-140-17, 10' Thru 16' wide. Oak Summit (M6S0) https:// www.floridabuilding.org/pr/pr 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 Reports FL5302 R6 AE IRC-6016-140.17 report 7.10 sealed.pdf Created by Independent Third Party: Yes I5302.13 I Stratford (M600); Heritage (M950); I Dwg. IRC-6016-140-24, 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: +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 FLE302 R6 it IRC-6016-140-24 drawing 7-10 seated.odf Verified By: TOM SHELMERDINE 0048579 Created by Independent Third Party: Yes Evaluation Reports FL5302 R6 AE IRC-6016.140-24 report 7-10 sealed.pdj Created by Independent Third Party: Yes 5302.14 Stratford (M600); Heritage (M950); Dwg. IRC-6016-145-24, 10' Thru 16' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 tl IRC-6016.14S-24 drawina 7.10 seated.odf Verified By: TOM SHELMERDINE 0048579ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use In HVHZ. FL5302 R6 AE IRC-6016-14S-24 report 7-10 sealed.odj Created by Independent Third Party: YesGlazingoptionshallnotbeusedinwind-borne debris region unless structure Is designed as partially enclosed or door is a replacement door. 5302.25 Stratford (M600); Heritage (M9S0); Dwg. IRC-6018-I10-15, 16'2 thru 18' wide. Oak Summit (M650) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R6 tt IRC-6019-110-IS Drawing 7.10 FL.Ddf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use In HVHZ. FL5302 R6 AE IRC-6018-110-IS Report 7-10 FL.Ddf Glazing option shall not be used In wind-borne debris region Created by Independent Third Party: Yes unless structure is designed as partially enclosed or door is a replacement door. 5302.16 Stratford (M600); Heritage (M950); Oak Summit (14650) Dwg. IRC-6018-120-15, 16'2 thru 18' wide Limits of Use Installation Instructions Approved for use In HVHZ: No FL5302 R6 11 IRC-6018-120-1S Drawina 7.10 FL.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21.6/-24.5, Not for use in HVHZ. FL5302 R6 AE IRC-6018-120.15 Reoort 7.10 FLDdf 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. Oack Noal Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone, anc0•e!7_1E2a The State of Florida is an AVECO employer. Copyright 2002.2013 State of Flattda.:: PrIVKV Statement :: Accesslbaily Statement :: Refund Statement Under Florida low, email addresses ors public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contaa 850.487.1395. -Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1. 2012. licensees licensed under Chapter 455, F.S. must provide the Department with an email address It May have one. The amaps provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, Please Provide the Department with an small address which can be made avallable to the public To determine If you are a license* under Chapter 455, F.S., please dick hUL. Product Approval Accepts: a.®r® H'curitylii.TNitw 5A https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDqunL7seVZMF... 7/20/2015 AWAVOL[ MMAM CAINER ATTACHED V/ (O V.' 1/2' A MOLT A on RR BRACKET 16 CA CALV ISErRATTAI • e00. STwTfs .T7AtlED S/.• .Ca WAR SCREVS REa NEViCREVS Ar EM I RACIST EACH CIWW STL.0 tTPSCAI_T P ETL11l+JEiJ t l 2 1/4• a VP H W aRAIArt X WAD phiCIDK= .TI.00 • ET VI (L Vr R VV SrLE3 3• zrA ~3 w- KAD sot" TT.D[0 v/ (PIO 1VA opt -WE ICAO samm AT MULER CA[K Ar7AM CALM CID iTL,( TO qm STILL V/ 12) V.• . V.' N7( WAD SCRCVs PER CNRQR r 7-BALL STm ER Raa amTT SKIT ROLLERS V/ 7/I6• RRTAIRER r1p TOT-TICIEADCD SVAM TYPICAL OURASAFE_END MTI E 3t11 I) sAv a.. A I-sn' tAO aDLT ArrAa'VD m AAW AT EA. 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SLOPE aea vcm r.0 m a na Rr CaAI Mott D`M.omr Owen N1N0 SPEED YPH ISS IAl 134 128 122 a ARraBIt s+ucAAa atrrli awl a etzaeR n . aaaRea AAv®mr OTa[ a Im Lam Elt MRE LEVEL 1 6 1 C I C 1 0 0 Teaea a Ra 'A""'• .Doa m ona (eADrci ARM T O . oa ae A.0i m ATaIOAa PPS• Reed MEAN ROOF HOW30' 15• 25 IS' 23' ART RCII R EST LOAOS 327 PSF 3,:! PSF w1ONO0040570 . T•T'-. c FL to am"A2 COAT V11OIa,• tlum RG V.W NOD®. /650 OAK SUYIUT a/ DaraSete NODSL /600 MA790RD v/Oure& fe MODEL /DSO HEWAGL v/DaraSBfe Sbarl. 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Flush k Oak Su % Panel's R OJIw b W Oka M/wRI DUwi ILIn 6 amp AQ aE WWO IRC-6016-120- 9M2or3 smi[ ceASEoa ool ne seclloa A 8 C 0 E F I J K L M N T He' SY!'bWat?Wgt?SeW 671? 70 Stft bW avr BW evt H7W 7svz 7 s yr st w sg vz vim er eP svrbWavrxwgvrs[wetvz7iw esuz ee svrbWavrqVC vr w vJ'aev vlvz vP svrtswuvrvzs+wsevz®v evz W eP Of svrbeleavrvzs[ws+vr7zw vvaeoW tmvz qP SYlbwav7t7r®W871?7HYsflcivr V 1 vz tvs svrteWavrvzeewavre+v®vzto¢W to 1TP SvzbWaYltllStWstVJ'atWrDn V Pwtrow rn iTP S VC t W aY7 e7V7 7HWe3Yl w141VZtoW toi?P SVI b W aVZ VIHJWH71?etWB3vzI@Wt09tvztt6 vs uP vtbW75Yt svztev avz evosvzeoWarvzelW®vrtozwt®vr,Wmvzuewtstvz strrbwauraw vz®Wvvretw®vrt WtmvzwWrnvrwwtsrvr YI SCW HtV77tYe AV7 W asW ii/St? uPsvzawavrvzeoWervr ewe5vz uivrttawrnvrt wta5vr 17 r LS11liS7 lE%lt r:Sil[t'd•1 ilJ I:LJ:3 C211 Sil L1_J via vl-- r,17 J [ iLlJ>E" F_•i311iiJ 2J qua,-,r•: F•,4.1 FI':7 Ltl7 eual Fi!> tZSJ L'•:2J ltllL.r7 t•]lil•:J iYl ltll•-s.-,Ell[CLl t'I7 E•.-E19tiZl li''LJ zaE mmc•:z QLatf F-c:.mi•:1 Li11 QLl t,.""1• kx.S9l1L'=1 Q:SJ e:la r-a kiL l:l':l P.r m I:. t Q:S11 f a a r r[raoJm e3Jll i7 e• , ,, V•1J! lil':2_: Lii7 ells••-• t••vl_S'_l lttl"a1 IEY..7lil:l pei'J[ •1•_i¢iri[lTd7 L3°:] f aid [i[':] QEID QilL 7F1 L.•7 CL:7 G29 [4Pe] QIIdi: T, I v[l' r'l FJ c, a- ISL::I f i[iL:l Q.L:J Cl!• t7E'- F:1li'E:1 Q:L•1 L] e v>• G:E:1 CL [ii4J YL' L l:IF1 OL:S::I C:t:7o; nni_ni m tc7 Q1Giiitm c."L] lYa l fiat m dv IL1l lLl Lr" eII J m Su OiZ'] 10t9IIa[:Z•J® tCia L:11BflLmHlil"til tL"] fII ia:1--• 1, t +klJ m it8bi:lL'fl lk%] ti'71:31131 el•Lam lLl erg•-e+1311£1 r,E:t:c, l al R Go e t>t laea ME" aLL.-R-Mams tiu7ldl lII7 Vr l.->r •r-rsra i a Vz OUR E'- max EiZi W t'-"t3LINERM fifla:3QlrL RALM s•.-E3da Ela aLAUIML'71d7l:la REAL) man a laaelaa liar• rsal za l:salsa E l_salaa OUR 1112Zi• E • •- liia 11a gZZZVVgg ata t l n 3eza 00000mo M.-=,e"F, tlsalaa 0®mmmm® m mmmmm MEL" Emu m2lAllit-11 maim® lUVVlL-R-lAl dA Q mmmmm l t ll: m ®®®® etJlJl eL'.7 L:SIti]71 MLlLJlffL=ll ",Ulul:Ltlt l?SllZl t$j L FSQa _ yE liil ellaaL'-Vll BE"JEST LOADS l3l L.'""'lialaul i -T-"t:S1tif1 Lll etEc, lull M ILEM eRT—l 3aMAX lL7k eZ^lJJ•lUMMElTaee;;alLla iSL7l3a1:21 lZa E3af1EEa fmOE a® QDL=MIZA E 1.'c"'T..®EIIa ILYaEia l l.Tl 7. .. 1.11i•l$a lZ[l 0000©oo© om®omm o ommo©©o m mm®ommo m STRUCTURAL SOLUTIONS, P.A. tructural Engineering a Investigations • Consulting GARAGE DOOR STATIC PRESSURE TEST REPORT Garage Door No.: IRC-6016-120-15 Test Date: 11/8/2012 Project No.: 12-114 Design Pressures: 21.8 psf, -24.8 psf Report Date: 12/6/2012 Model # 1600 Test Pressures: 32.7 psf, -37.2 psf Test Location: Amar Garage Doors, Winston-Salem, NC ASCE 10 Criteria: UpU to 5 Feet of Door Width in Zone 5; An Roof Slope; Enclosed Building Ex . B, 30' MRH Exp. C,15' MRH Exp. C, 25' MRH Ex . D,15' MRH Exp. D, 25' MRH 155 mph 141 mph 134 mph 128 m h 122 m h Witnessed By: Brandon Gentle - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 16 4' wide x 7 4' 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 1 strut on the top section. The door sections were connected together with one 14 gauge galvanized steel end hinge at each 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 Testine: 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 in substantial 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 framed 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 au 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. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for I to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and bold for 60 seconds. Step 4: Unload the door for I to 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 1 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 16'-0"x7'-0" 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) r%pelroe0000 Model 600, 650 and 950 doors with widths up to 16'-0" and heights up to 14'-0" o°L. S FIEF °o..J" AeShort, Long, Flush, and Oak Summit Panels, which are alternate embossment patterns in the skin.••'••''F99 w 8 short panel (18-1/8 x 10-5/8 ') or 4 long panel (38-1 /8 x 10-5/8 ) windows (3/32' annealed 0 r ; • Z501••+ glass minimum - meets ASTM E1300-04) may be installed in l section No (' Submitted By: L I w• OR4 \ ° r4ie 0Nq1LW1 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 w Greensboro, North Carolina 27410 a (336) 856-2686 • Fax (336) 856-2687 w NC Firm #C-1096 Florida Building Code Online 5 to&-,(d SG t Page 1 of 3 F05532,C CI - u Business Professional Regulation Flo W rjW.rlMZnId acts tome I log In I user Registration i Plot Topks I Submit Surcharge I stats S Facts Publications I FBC Stan I Bqs site Map I Links I search I Businesl Professi a) Product Approval USER: public User Regulation Admdwl Mtmr > PreduaorAOMlutlonSearch AmlkMbn List > Application OetauLtd FL Jt FLI5332-R2 Est i3t Yi Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitiinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation and Management Institute 12/31/2015 Steven M. Urich, PE 1.1 Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 F41 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 C,Yes (;No r)N/A https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW1... 7/20/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved SummarV of Products FLIS332 R2 CDC FLIS332-COMP.odf Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 FL tt Model, Number or Name Description 5332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x8D' NOW Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-00500C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108075.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"xB0' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-OD49J C.ndf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108050.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 It 08.02248A.od[ Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 11 08-02249A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512969A.odf PRESSURE RATINGS 1 Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143'x96' REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FLI5332 R2 Il 08-0225OA.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00499C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 25332.7 I SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 146'x96' https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/20/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: No FLIS332 R2 li 08-00501C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE SaVID.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 -11 08-00502C.1101 Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN 11.15332 R2 •AE S[08095.12df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-00S03C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510810B.udf PRESSURE RATINGS Created by Independent Third Party: Yes O Neat contact us :: 1940 North Monroe Street. Tallahassee FL 32399 (Tone, 11S0:4117.11124 The SOW of Florida b an ANEEO employer. C&OVAtdd 2002.201A State emeriti.:: Privacy Statement :: Accessidhty Statement :: Refund Statement Under FlotWa law, !mall addresses are Public records. If you do rot want your e-mail address released In tespoiKe to a public -records request, do not send Nrvtromc map to this tntlty. Instead, caruact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1). Florida StatutM bff0d1v9 October 1, 2012, Ikansees licensed under Chapter 455. F.S. must provide the Department with an email address If they have one. The wells pmwWed Mai be used krr o0klW communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 4$5. P.S., please click hM. Product Approval Accepts: a®99® Credlt r r1 https://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 7/20/2015 TES 1. "-17- P:GOUCTSHOAT•. FUEIN IS CESV_D AN0 L1=ilU73U:14:D T:, COb1=:+ >YTtI RC QW[REM. NI i S OF i lE FI CP.IDA ANC- b'.iONRY OPcN WG TO BE "u=S Gt:ECr AN10 AVICHOPEC' TC Dpf;=ERI Y fP-_ SFEP ALL :S TO $TRUCTORE, t4+aAuG A,V kt. }iP" CD'L?XN 1S Ti--- PES?-DNSIDL"( C- THE AEU ffErT OP 7_1:SINEER OF RECO?J. 3. i>. E•.CK ^IVER MASONRY% NC° _ _ !7 C-r**4 _ •M:EFE IX BUC !S NOT USE(' C:S v L I-Ao. ATE=tALS %,,.ST EE S-_PAPA--E^ w 1 APPPC'-C COATI.'!r. OR ` UA PANE. SELEC1vN OF CCAi;r .;R U_ $PAN:F IS THE F,ESDO`:_Bt_al' 3F T-E A:%:14FCT C^ TICINEER C:r RECCn. 4. PLL'YWASLE aT_SS lit^4_R'oE Cr 1/3 A'AS NOT IJSEO IN Tn: PEBIGN OF THE DRJOUCT Sk;:IYfI FERNN. :4N* _OAS :7URAh_:k F;--MR cc. 1 F LSE] -0R V.00 ANt OF. CALCULAi 10;N3. 5. FP 'ME MaTEMAL: EXTPUCEC gUMIrit:M %C83-T U`111S '•1UST BE GL'M DE? 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TX 75006 v,•v\GE110 J\StiRlFtfo'/''' S 0 5 ,= SERIES 430/AAO XIX SGO 143" x 96" REINFORCED WITHOUT ADAPTER NOTES T OF V.L. J 08 t02250 A NA1sllf FPA.11: WIDIH FRS iG e= SPACED HART W:: ^.P OF _XA-'O'Jc 7 x I=> I=> I b SERIES 430/440 XIX SGO EXTERIOR VIEW OESIGNPRESSURERATING I IMPACTRA77NG t35.OPSF I NONE WITH 2 142' SILL SEE CHARTS I1 AND R2 FOR OTHER UNITS RATINGS MAX DESIGN PRESSURE RA77NO _IMPACT RATING 25.0/-28.8PSF I NONE WITH 1 1@' SILL SEE CHARTS f3 AND H FOR OTHER UNITS RATINGS L, r •I _- rLPLrLi==4- ) 2 1 M' SILL ALUMINUM 6063•TS .OSS THICK 9(, S> 4s a9:tl LAV y t'JSi.AL.371i?.S. .. _ _ ... I :: •(:/ Iy IPL CHART#1 WITH 2 1132' SILL WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 DC n n eMff From eryb and Torol Fratn VVtlN (W eq 20.0 Mae 3" 1oL00 Imo 4L7 14SAV POa NpH Oaf Np Pea Np M.0 a0 Set 1 4 f2.0 t 400 1 4 f0.- 49 x2 2 0 35.0 CHART f2 WITH 2 1132' SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED SEE NOTE9SHEETI Deft" Em3wra Chen tSn0lalbwonoToro) FrattO VYldtn lW Iboro aoAr moo no 1a.0o 42.0 12fA01 1 47.7 140.00 Pea Np Pes Pos I11a'D 44.0 W2 7 s0.7 ,1 43S 45, 1 42A 1 4m0 no 550 550 42! I 39A 1 394 no 52.1 MO a9s 49 42. 4.9 362 c ", F•' i I 1 fa"SILL ALUMINUM 6063•T5.055 THICK CHART U WITH 1 1/2' SILL WHERE WA TER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET I Design promm chaff (PSO Flatly 9r4* Panel and Talal Fn110 wmh lW t O 10.a IOSOo 42.0 12Aa 17,7 143A0 Pes p P. Np os Noe oa Np a go 25,0 37a 250 34,5 II.O 4 250 0. 5 x2 3z4 m0 2 47. 25.0 7 p t.a ze e CHART 41 MTN I 1?SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design promfo chaff FtNita so Of Rmal and Total Pralte W 30.0 39.9 108.00 4La 120,00 47A7 I4La of Np Pas Np P0s Np P0a Np 0 7.6 1 47 a 41,7 I1.1 VA 37.4 34.5 34.5 a 1 452 39.3 39.3 3S 2 32.4 A em0 42,9 42e 372 37 312 92 5 30.6 CHART 05 Nualow of afthor loealloure0ulr4d Fwtte smack P&M am Tew Frane VNAn (N bN n) 0 e0.0 I JLQ 1 4L0 126o 1 47.7 IU.O N J! a9 Jame Nay JamO a5 lama AO 0 7 6 e 6 9 8 pA 0 6 7 6 0 6 9 6 9210 6 6 7 6 e 6 9 6 f!O e e 7 e e 6 0 8 MI WINDOWS AND DOORS LLC 001 W. CROSBY RO CARROLLTON. TX 75006 I SERIES 430/440 XIX SCO I143" x 96" REINFORCED WITHOUT ADAPTER ELEVATIONS V.L. 1 08-02250 Lr NTS I 0"E 10/30/13 2 OF 9 0? 1R! 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CROSBY RO CARROLLTON, TX 775006 SERIES 430/4AO XIX SGO 143" x 96' REINFORCED WITHOUT ADAPTER FRAh+E INSTALLATION DETAILS V.L. 08-02250 NTS p1E 10/30/13 11+`rt 3 OF 9 o; STAlTE OF a A,?'TA - STRUG7URE EY OTHERS G :,MS OR SELF DRILLNG SCREW METAL STPUMUR 61( 01HERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, Nor SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITH ASTM E2112 ti, SyW 5'ACE 1• 1 F SEL° i.'211II':G INTERIOR Q. MIN c ; CISTria. T- v ;0 SvS 0R cLF )? LLIr: SCF._wc J6E2CTI: CF '.IJLKEL; • I6 U!VON is-EZlic llsl CIE iAL SEE SiEET < 9 •)IIIL T•."R SM. 007I0145 I St,LY SpACF INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC I001 W. 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NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TOBE DESIGNED IN ACCORDANCEWITHASTM 62112 tt. MI WINDOWS AND DOORS LLC Y\Y%II111it I1ii11O' 1001W. CROSEY RO CARROLLTON; TX 75006 J\? 4-,, r,•*\GENS*. jp! A0""S SERIES 930/A40 xIX SGO r 43" x 96" REINFORCED WITHOUT ADAPTER INSTALLATION OfTaILS DTAT Of tV=BANE oamo1. Na. ear V.L. 08-,02250 j%W tEa Y` Q xT NTS _ 10/30/.13 5 OF _ A 1 /7- '! N. Gc OISTFNCE D10 W000 SCREW I EXTERIOR I INTERIOR k _ GyRGW I I II I i ! AA! - 0 BE S:1 IV El: '.'f bL'Lh=V 116 e ` I 4 EOUAL ViCvO FRAYING OR a' X 8'Jt.x t V`Y fC-; S'LL Cif ;h5 EtOI'.iERS I Cta0E0>E i VERTICAL CROSS SECTION WOW FRAMING OR 2X BUCK INSTALLATION NOTES: I, INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNEO IN ACCORDANCE WITH ASTM Ell 12 tOt;: 0STAKL SCREW vG 1_1 FPA P:C OR iY PIK.•C NY O1:U05 7UtD itAr:CC r;S Au rlO••i JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION Ml WINDOWS AND DOORS LLC 1004, W. CROSBY RO CARROLLTON, TX 75006 T.. IES a30/aa0 XIX SGO 143" x 96' REINFORCED WITHOUT ADAPTER FLANGE INSTALLATION DETAILS C4- MI ON+ t16. V, L 08-02250 1 NTS =" 10/30/ 13 '"I ' 6 OF 9 r-"' I ;OR*V!p 7/ 0"1z i CL. R11L109 . VEIPA STP.U(' i U': P:n SEL- (raluG SCREK V AL i FI!^.TURE 6Y Of'r, Q i Lr S-1w SP%KC SE F D- LinG 1 1; ;CR=KI EXTERIOR INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE WSTALLATICW NOTES' I. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE &ITN ASTM E2112 1 a" 1 vol. EDGL MTP-1•i.E ZwS OR LF •Llri; 9E SEI IN 0- 'YLL<_LI 1116 RUCTION n-IESIVE UAL 1wz; 1 AL i'U:CT!1FE a. CTfEAS SI EET i TOR ILI_ v?11ON5 I IIr Si'aC: m a_c s IaA.0 rtA•:CI. i i I!LairJ-S -_ ;e: 70fls IRA, JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION Mi WINDOWS AND DOORS LLC Mi W. CROSBY RO CARROLLTON, TX 75006 SERIES 430/140 XIX SGO 143" x 96" REINFORCED WITHOUT ADAPTER FLANGE INSTALLATION DETAILS D:YI• M.: n1. V.L. 08-02250 k"L• NTS — 1C/30/13 Is-"' 7 OF 9 Bpi GSH =E% I CD..L JOIST \^E BY CTFF-FT I : ' MIN, LMHE:L'.FRI 1 SNIV ==ACE 3E USiw:CE °' 1 •< 3..+• R E0- I INTERIOR a BE q l CUPED SHOT I C iNG1+f.IT.INOSI:icF.1' ilk! EXTERIOR INTERIOR I 3/16- i.< :OP• Iu 1 SEi IM EXTERIOR L i CO1:S4{U:;fr.;:I PL•FiE I'JE —` TL. u=t GR Et:t!Ar MAS 1UR•, •) 1 n • ; Jq., .IN. t!F.CMEN i VERTICAL CROSS SECTION I ;l 1;1' MIN. CONCRETFIMASONRY INSTALLATION EC:GE inSt+•i+e:F ib @: zRJP!'_RLY REH1C 5 S i1::KM1 t. VvOVS, L'S 7(j JAMS INSTALLATION DETAIL CONCRETEiMASONRY INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR PNISHES, BY 0THERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC i001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/4AO XIX SGO 143" x 96" REINFORCED WITHOUT ADAPTER FLANGE INSTALLATION DETAILS V.L. 08-02250 c"' NTS °"T' 10/30/13 I B OF 9 S pENst •IP : o PDFTAT. F_ :c 0R10P\: a iNlk INTERIOR uS^r1RY; COM R_iE LY of RS HOOK I"' E"" 1''. rtISU'FIEt. i SUCK By 1X SUCK TO S" eROPEPLY SECURE? EXTERIOR ...._J --- :;A`I=L Iv 4L0 : HOOKSTRIP INSTALLATION MASONRYCONCRETE INTERIOR I-C,Jri SIRIp 1 SCREE EXTERIOR /'.v-_ N-EQL:Cll HOOK STRIP INSTALLATION 2X BUCKAWOD FRAMING 1 "} YS y C!SCY iII. ?aff I — •Let?q: t?JLO r.FIJC( '1<•A:1 Fllvt! _ J. + 7 •._- L' 1 MEW SIi?U::lU—"e TRIL` — • INTERIOR EXTERIOAJ ;Ntcric= HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 430/440 XIX SCO 143" x 96" REINFORCEO WITHOUT ADAPTER HOCK INSTALLATION DETAILS V,L. 08-02250 6c.:a NT3 °i'` 10/30/13 &4M9 OF 9 R to GEN'4ic'•`P 0•*: rp;Te;AiTe'Z0E-"-Qrz 0R10T: L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rilomas@lriomaspe.comlrlomaspe.com Manufacturer: M1 Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX 75006 Engineering Evaluation Report Product Line: Series 420 XIX Aluminum SGD 143" x 96' Reinforced without adapter Report No.: 512970A Compliance: The above mentioned product has been evaluated for compliance with the requirements,of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02250 revision A, titled Series 420 XIX Aluminum SGD 143' x 96' Reinforced without adapter, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-118 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMA/WDMA/CSA 101/I.S.2/A440-05 Design pressure: t35.Opsf Water penetration resistance 6.Opsf 3. Report No.: C1716.03-10947 signed by Michael D. Stremmel, P.E. Architectural Testing, Inc., York, PA AAMA/WDMA/CSA 101/I.S.2/A440-08 Design pressure: t25.Opsf Water penetration resistance 3.76psf 4. Anchor calculations, report number 512970-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document. Maximum unit size: 143' x 96' Units must be glazed per ASTM E 1300-04, see installation instructions for glass options. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-02250 revision A. Cert/Rcation 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, 1 don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1of1 5 O i/// v •'+ E N s+•9ci'% 0„61Z61 TAT 0 F ; NA;`\ Luis R. Lomas, P.E. FL No.: 62514 12/132013 Florida Building Code Online F' ON—r 1LOR Page I of 3 Business & Professional a r FI(1(rl Q'()3tiPWiLi s dome I too In I User Replstration Het Topics I suDmlt surcharge ! Slats & Fads I PublIca0cm I Fac son I OM Ste Map I unks I search Bus nes (0 Product ApprovalPro#essi vial *USER: Public User Regulation 14oeuct Aeerogl Menu > Preauil M Aealkatbn srorth > Aaolleatten list i ApplleaUon D"I 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/Email 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgoonsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. y. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard 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.11oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI Q... 7/20/2015 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved Summary of Products 07/05/2015 FL V Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI 1 5225 R3 C CAC 15225.1 NAMI eerts.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225 1-68 (6'8 Door Products), INST FL15225 R3 11 INST 15225.1-66.pdf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 11 INST 15225.1-80.odf Door Products Direct to Masonry) for Installation FLIS225 R3 11 INST 15225-68M.Ddf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FLIS225 63 AE Eva1 15225.1-68.Ddf FLIS225 R3 AE EVAL15225.1-80.odf FLIS225 R3 AE EVAL 15225-68M.Ddf Created by Independent Third Party: Yes 15225.2 b. "Construction Series' and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAG 15225.2 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST 1`1_15225 R3 11 INST 15225.2-68.odf 15225-68M (6'8 Door Products Direct to Masonry) For FL1522S R3 11 INST 15225-68M.odf Installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.2-68.odf. pd5225 R3 AE EVAL 1522S-68M.odf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic' and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FLIS225 R3 C CAC 15225.3 NAMI certs.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (6'8 Door Products), INST FLIS225 R3 11 INST 15225.3-6B.odf 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FLIS225 R3 11 INST 15225.3-80.0 Door Products Direct to Masonry) for Installation FLIS22S R3- 11 INST 15225-68M.6df• Instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "1" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of Installation - Excludes Opaque FI i 5225 R3 AE EVAL 15225.3-68.odf Benchmark Door Panels.) FLIS225 R3 AE EVAL 15225.3-SO.Ddi FLIS225 R3 AE EVAL 15225JiBM.Ddf Created by Independent Third Party: Yes 15225.4 d. -Premium Series' and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru' I Sidelites. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15225.4-68 (61 Door Products), INST 15225.4-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300- 04) Certification Agency Certificate FI 15225 R3 C CAC 15225.4 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions IFL15225 R3 11 INST IS 25:4-68.odf FLIS225 R3 11 INST 15225.4-80.Ddf FI_IS22S R3 11_INST'1527.5-68M.odf- Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15225.4-68.Ddf Fr 15225 R3 AE EVAL 1522S.4-80.odf FLism R3 AE EVAL 152_2S-68M.odf Created by Independent Third Party: Yes 115225. 5 I e. 'Smooth -Star' and "Benchmark 16/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing https:// www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv3y V VKJZ 1 Q... 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 15225.5-68 (6'8 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for Installation instructions. Note - Glazing Shall comply with ASTM E1300- 04. (This product approval requires the use of ")" 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 FLIS225 R3 •11 INST 15225.5-68.odf' FLIS225 R3 11 INST15225.5-80.odf FLIS225 R3 11 INST 15225-66M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15225.5-68, Af FLIS225 R3 AE EVAL 152255-80.ndS Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C U 1522 .6 NAMt terts.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and FLIS225 R3 it INST 15225.6-68.odf 15225.6-80 (8'0 Door Products) for installation instructions. FLIS225 R3 11 INST 15225.6-80.odf Note - Glazing Shall comply with ASTM E3300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports R3 AE EVAL15225.6-68.odfFLIS225 FL15225 R3 AE EVAL 1522S.6-80.01 Created by Independent Third Party: Yes M_ o rams+ us:: :: 1946 North Monroe street. TaVAhMee FL 32199 Phone: eS0•4e7.1824 The State of Florida is an AA/EEO employer. f_=_rNM 2007.20t3 4aL d FMrfda.:: Privacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.3395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, Ocensees licensed under Chapter 455, F.S. must provide the Department with an emaa address 8 they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. U You do not wish to supply a personal address, please provide the Departineat with an armed address which can be made available to the public. To determine It you are a licensee under Chapter 4SS, FS., please click bUL. Product Approval Accepts•. ago0E acctlritvx%Mut c a" 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.: N1005327-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330 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 r ..... M aA11 !`e.:. aline pmeram is aiproditod by The American National Standards Institute (ANSI). NAMI'sCertifedProductLisan Configuration alww r.;"""ca,u..w,.v".w.... Inswing or Outswing Glazed or O a ue i...... Maximum Size I.... Design Pressure PoslNez Missile Impact Rated Test Report Number Comments X 1/S Opaque 310" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4/TTF-257F Single X O/S Opaque 310" x 8'0" 47/47 No NCTL-210-1940-1.2.3.4/TTF-257F Sin le XX I/S Opaque 6'0" x 8'0" 40/40 No NCTL-210-1940-1.2.3.4177F-257F Double Standard Aluminum Astragal XX O/S Opaque 690" x 810" 40/40 No NCTL-210-1940-1.2.3.4/TTF-257F Double Standard Aluminum Astragal XX I/S Opaque 6-0" x 810" 47/47 No NCTL-210-1940-1.2.3.4/i-TF-257F Double Coastal Aluminum Astragal XX O/S Opaque 6'0" x 810" 47/47 No NCTL-210-1940-1.2.3.4/fTF-257F Double Coastal Aluminum Astragal OXO/OX/XO I/S Opaque Door 514" x 810" 40/40 No ETC-01-741-10593.0/L-2173/TTF-257F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 5'4" x 8'0" 40/40 No ETC-01-741-10593.0/L-2173rTTF-257F Single w/Sidelites OXXO US Glazed Sidelites Opaque Door 8'4" x 8'0" 40/-40 No FETC-0tandard Double w/Sidelites Glazed Sidelites Aluminum AstragalStandardAluminumAstragal OXXO O/S Opaque Door 814" x 810" 40/40 No ETC-01-741-10593.0/L-2173rT7F-257F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 8'4" x 8'0" 47/47 No ETC-01-741-10593.0/L-2173/TTF-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Opaque Door 8'4" x 890" 47/47 No ETC-01-741-10593.0/L-2173riTF-257F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal H VA 23072 National Accreditation & Management Institute, Inc./4794 George Washington Memoria r y ayes, Tel: (804) 684-5124/Fax: (804) 684-5124 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005329-114 108 Mutzfeld Road Certification Date: 10/15/2003 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 Benchmark by Therma-Tru Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331frAS202 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 ten_. e..._..:_..__ _.....-..:. ,...:, e..:r.,.a.:n" ....n. NAMilee'Drrifiratinn Prnarnm is accredited by The American National Standards Institute (ANSI). S IVAIII-CRueu r.vuuca uauu t.a...............«...................... .....--- ...._..-••---•--- - - - ----- — ---- ----- - - - -- - - - Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 390" x 6'8" +67/-67 No ETC-01-741-10703.0/L-2097/1-TF-253F Single X O/S Opaque 3'0" x 618" +67/-67 No ETC-01-741-10703.0/L-2097/TTF-254F Sin le XX I/S Opaque 6'0" x 618" +40/40 No ETC-01-741-10703.0/L-2097/1•TF-253F Double Standard Aluminum Astragal XX O/S Opaque 6'0"x 6'8" +40/-40 No ETC-01-741-10703.0/L-2097/CTF-254F Double Standard Aluminum Astragal XX I/S Opaque 6'0" x 6'8" +47/47 No ETC-01-741-10703.0/L-2097=F-253F Double Coastal Aluminum Astraizal XX O/S Opaque 610" x 618" +47/47 No ETC-01-741-10703.0/L-2097/iTF-254F Double Coastal Aluminum Astra al OXO/ OX/XO YS Opaque Door 514" x 618" +40/40 No ETC-01-741-10593.0/L-2097/TTF-253F Single w/Sidelites Glazed Sidelites OXO/ OX/XO O/S Opaque Door 514" x 6'8" +40/40 No ETC-01-741-10593.0/L-2097/TTF-254F Single w/Sidelites Glazed Sidelites OXXO 1/S Opaque Door 814"x 6'8" +40/-40 No ETC-Ol-741-l0593.0/L-2097/T'[F-253F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" +40/ 40 No ETC-01-741-10593.0/L-2097/T7F-254F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO I/S Opaque Door 814" x 6'8" +47/47 No ETC-01-741-10593.0/L-2097=-253F Double w/Sidelites I Glazed Sidelites I I I Coastal Aluminum Astragal OXXO I O/S Opaque Door 814" x 6'8" +47/47 No ETC-0 I -741-10593.0/L-2097n7F-254F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, lnc./4794 c;eorge wasningion lrlemoria)a yrriayes, .r. 1.JV11G Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: National Accreditation & Management Institute, lnc./4794 c;eorge wasningion lrlemoria)ayrriayes, .r. 1.JV11G Tel: ( 804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005330-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Glazed Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/TAS202 The "Notice of Product Certification" is only valid if the NAM[ 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 w.__.e-_-.tt.-_.:__ ....... lU RAV. d `—&Innef.nn ornnram it aerraidired by The -American National Standards Institute (ANSI). NAM ProductNAMisCertifiedProduct Lisun ai w.nv.nanncr, uuce--- - Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswin O a ue . Size Pos/Nej Rated Comments X 1/S Glazed 3'0" x 618" +47/47 No NCTL-210-1940-1.2.3.4/TTF-256F Single X O/S Glazed .1 x 6'8" +47/47 No NCTL-210-1940-1.2.3.4n7F-255F Single XX us Glazed 610" x 618" +40/40 No NCTL-210-1940-1.2.3.4/1TF-256F Double Standard Aluminum Astragal XX O/S Glazed 610" x 618" +40/40 No NCTL-210-1940-1.2.3.4/TTF-255F Double Standard Aluminum Astragal XX I/S Glazed 6'0" x 6'8" +47/47 No NCTL-210-1940-1.2.3.4/TTF-256F Double Coastal Aluminum Astragal XX O/S Glazed 610" x 6'8" +47/47 No NCTL-210-1940-1.2.3.4/TTF-255F Double Coastal Aluminum Astragal OXO/OX/XO I/S Glazed Door 514" x 618" +40/40 No ETC-0 1-741 -11 008.0/L-215 I fM-256F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Glazed Door 514"x 6'8" +40/•40 No ETC-01-741'-11008.0/C-2151/TTF255F Single w/Sidelites Glazed Sideiites OXXO I/S Glazed Door 8'411x 6'8" +40/40 No ETC-01-741-11008.0/L-215IMF-256F Double w/Sidelites Glazed Sidelites Standard Aluminum Astraltal OXXO O/S Glazed Door 8'4" x 6'8" +40/40 No ETC-01-741-11008.0/L-2151/ITF255F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO US Glazed Door 814" x 6'8" +47/47 No ETC-Ol-741-11008.0/L-215IMF-256F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal OXXO O/S Glazed Door 1 814" x 6'8" +47/47 No ETC-01-741-11008.0/L-215117TF255F Double w/Sidelites Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management institute, me yiry vcvgrc TymailU.r.vn 1"—.' ..a .. ,....., Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: National Accreditation & Management institute, me yiry vcvgrc TymailU.r.vn 1"—.' ..a .. ,....., Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: N1005331-115 108 Mutzfeld Road Certification Date: 10/15/2003 Butler, IN 46721 Expiration Date: 12/31/2021 Revision Date: 02/24/2015 Product: FiberClassic/Smooth Star Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Benchmark by Therma-Tru Series Opaque Fiberglass Door Inswing/Outswing w/ and w/o Sidelites Specification: ASTM E330/E331/I'AS202 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 wr--.:---aa....iw..%IAnnle resr...a.t.... ar..e,b.., at oeer..titod by The American National Standards Institute (ANSI). IYAMI" S a,eranea rruuuca a,auu at ........a....w.....o.—.—.... ...-....................,,.- • • - --••- ------------ - ---- --- Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact & Outswina Opaque Size PostNeg Rated Comments X I/S Opaque 310" x 6'8" +67/-67 No ETC-0I-741-10702.0/L-2096/TTF252F Single X O/S Opaque 3'0"x 6'8" +67/-67 No ETC-01-741-10702.0/L-2096/TTF251F Single XX I/S Opaque 6'0" x 698" +40/40 No ETC-01-741-10702.0/L-2096=252F Double Standard Aluminum Astragal XX O/S Opaque 6'0" x 6'8" +40/40 No ETC-01-741-10702.0/L-2096/ITF25IF Double Standard Aluminum As al XX I/S Opaque 610" x 61" +551-55 No ETC-01-741-11008.0/L-21511TTF252F Double Coastal Aluminum Astragal XX O/S Opaque 610" x 6'8" +551-55 No ETC-0I-741-11008.0/L-215I/i'TF25IF Double Coastal Aluminum Astragal OXO/OX/XO US Opaque Door 5'4" x 6'8" +40/40 No ETC-01-741-11008.0/L-2151/TTF252F Sin le w/Sidelites Glazed Sidelites OXO/OX/XO O/S Opaque Door 514" x 6'8" +40/40 No ETC-01-741-11008.0/L-2151/TTF251 F Single w/Sidelites Glazed Sidelites OXXO I/S Opaque Door 8'4" x 6'8" +40/-40 No ETC-01-741-11008.0/L-2151/TTF252F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO O/S Opaque Door 8'4" x 6'8" +40/40 No ETC-0 I -741-11008.0/L-21 5 1 /TTF25 I F Double w/Sidelites Glazed Sidelites Standard Aluminum Astragal OXXO US Opaque Door 8'4" x 6'8" +55/-55 No ETC-01-741-11008.0/L-215I/T'TF252F Double w/Sidelites Glazed Sidelites I Coastal Aluminum As al OXXO O/S Opaque Door 8'4" x 6'8" +551-55 No ETC-01-741-11008.0/L-2151=251 F Double w/Sidelites I Glazed Sidelites Coastal Aluminum Astragal National Accreditation & Management Institute, Inc 4794 VC(Irge wasnington Memorial y/nnyco, r. Tel: (804) 684-5124/Fax: (804) 684-5122/,/ NAMI AUTHORIZED SIGNATURE: National Accreditation & Management Institute, Inc 4794 VC(Irge wasnington Memorial y/nnyco, r. Tel: (804) 684-5124/Fax: (804) 684-5122/,/ NAMI AUTHORIZED SIGNATURE: THERMAITRU 0 THERMA TRU DOORS 1 I a 1.0%1 r"\ On_ C• DOCW CN. ON 43e17 Smooth -Star" and "Benchmark by Therma-Tru" 6'8' SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS ' W/ & WAOUT SIDELITES INSWING / OUTSWING ; INSULATED FIBERGLASS DOOR WITH WOOD FRAMES r 105.57 MAX. OVERALL FRAME WIDTH t2 s• s s • ti ;, S S IC" c 1•L 1, ;1 r 1 LL I 1 •ill 1_ it 1 1 1F 11 General Notes I. This product anchoring drawing has been developed in compliance with the 51h Edition 2014) Florldo Sugdng Code (FBC) excluding the 'High Velocity Hurricane Zone'. See the Certification Agency Certificate for sties. specifications and ratings. 2. Product anchors shag be as listed and spaced as shown on detods. Anchor embedment to base material shol be beyond wag dressag stucco. foam. brick and other wag coverings. 3. Wood screws stag be installed following Installation Instructions of ANWAF&PA NDS 2012. All other fastener types to be installed Wowing fastener manufoctuWs hftWfion r instructions. 1 4. Fastener embedment depths, edge distances and center -center distances shag be as specified by the fastener manufacturer but in no instance stag they be less than shown in othisdrawing. 5. Where shin ss ere used. they must be a'rigid / stifr material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shag be determined by others for specific jobs In accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysts. TABLE OF CONNNIS 3HEE'r B DESCRIPTION 1 T O elevations r>esl tau A erwal notes 2 alizancllori 3 No., anchoring Fame anchors g a to of materials 5 Horizontal B vertical toss sections 6 Vertkal Cross section 6A ovERAtL rIIDSPMAXTH # el S S• S i_ St h x 1 8 8 B 8 6. • 6 8 •6• 88' 8 6. DOUBLE w/ SIDEUIES OXJf0 SINGLE W/ SIoam Oxo MAX DESIGN rRESSURe MAX DESIGN PRESSURE SS, O -SS.O +40.0 -40.0 3750' MAIL. OVERALL WIDTH I VA VA F- r V rF ii 'F iiit ii i 7i SINGLE x MAX DESIGN PRESSURE 67. 0 -67.0 DOUBLE XX MAX DESIGN PRESSURE 55. 0 -55.0 1= NNDWAQ M!G A Setts RYYILSETLGNA1fIRE SEtles UTCN RWfMSIGNARM SEM W OUDIOU S3. 00r MAX OVERALL WIDTH 2 3 1• s s• K M SINGLE W/SIOELRE Ox MAX DESIGN PRESSURE 40. 0 -40.0 tent. w. LFS t FL- 15225.5-68 a sw I OF 6 4- 4- TV I `MULUON I I i 4 I I `MULUON 11 SHOWN FOR I 1 11 SHOWN FOR 11 4, ffrs iJ •; _ MASONRY OPENING TYP. HEAD MASONRY OPENING 1 TYP, 11 REFERENCE MASONRY OPENING II TYp, II REFERENCE II II g o i Eo =eWdoJAMBSj, HEAD" do JAMBS gso oJAMBSIt 2X BUCK 1 I 2X BUCK I I I I V i 2X BUCK I I II a I I II I I J s MULUONh I I m u I I SHOWN FOR I I v cd C II REFERENCE II II 11 II SINGLE DOOR BUCK ANCHORING SIN • W% ISDELTE BUCK ANCHORING SINGLE W/SIOEUT BUCK ANCHORING m I o MASONRY 1 II 4 I I SHOWNNFOR 1 1 SHOWNNFORJ%% I I OPENING TYP. HEAD TYP.,11 REFERENCE 1 REFERENCE IIdoJAMBSIASTRAGALHEAD SHOWN FOR do JAMBS II 1.9[ NOTES: buck aim S.G.20 5. 2X BUCK i REFERENCE 1 I1 BUCK rr ppNptElE rtCMOR NOES: 1 I1. Conaele orrJsw bcorbro at 1. come s moy be acQusted ro molnran the 1 ASTRAGAL mWV*daloncoronartarlontLmote to m I I 1 SHOWN, FOR 11 ci m 2 -K2xx Wotan noted as t ux. ON Cap W mull be agMrad REI I maintainmaintainthe mN. edoo dIstanco ro mortarp6nts. oddflardconaasere ondtFERENGE I ( I 1 may bo neauted to arm* Roe IMAX. ON CENTER dn+wubn are not e=ceded. 1 I Concrete ando rode: 1 ANCNOR ANCHOR MfN. A1fN: CLEARANCE. MIN. CIEAAANCE TYpE 3fiE EMBEDMEM Au3 1R1r EDGE. TO AIDUCENT ANC1(OR' nW t r TA/CON H.CO 1/1- 1.1/r 1- VptACON p I I • 11 DOUBLE ODOR MASONRY DOUBLE W/ SIDELITES BUCK ANCHORING OPENING BUCK ANCHORING s i 0 Z a 2 !1 12 = N.T. S. eY. JK a' U^S ; 15225.5- 68 a 0' "E C. 3. F773: i MULLION aI SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION O 0 W/1X BUCN INSTALLATION Q T14. HEAD I JAMBS VIEW 'C'-'C" m PAIRS 30 TYP. Y 3 TYP, 3- ---4 ) T N o W+ to - W N n fhH O f UG SEE n v DETAIL '4' o I SEE OETAU r. T- r A' _ _ A II rnsss, .. N —Ta_ e LliNSTAUATIONW/2X BUCK ccm MULLION W + INSTALLATION ^ g d e SHOWN FORw%Ix BUCK - N m 4 8 REFERENCE . xx BUCK INSTALLATION Z JAMHEAD $ C o - - 3 e3d BUCK INSTA11AT10N READ k JAMBS - p do 16 16 SEE J SEE - 5 - DETAIL ' 1 . g OETaI '2 m SINGL DOOR W/SIOELrTfS V Q Y'- E' .. NEWy -'D- SINGLE DOOR W/SIOELITE VIEW a'-9SINGLE DOOR VIEW A'- A' Dow r/ wrio . WWJG-im FAsr M re1xm scam MMowLL 6SIDELIfENOTES: 1. The si ak a is Let set into the jamb with (12) 08 x T prh. wood screws. There are (I) at each vortical jamb, from the top down at 13.$: 31 . 48.5' 3 66" There are 12) of the header at 1' Irom the outside comers of the home. There are (2) of the OIL 0 horn the outside camas. Z. For optional vdeLte constnxtfon with staples. srdeGte is drect set into the Jamb with (4) % X 1-% 16 go. staples along each jamb (6' hvm ends and equally spaced thereafter). CONCRETE ANCHOR NOTE: t. C0 Crete onctlor locaft NOTES at the corners may be odlusled to maintahl the mfn. edge dlstonoe to rnodar joints. 2. Concrete anchor locafta is rated os 'MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to erts" the'MAX. ON C&Mr dunenslon are not exeeeded. 3. Concrete anchor table: ANClfOR ANCHOR M1N. MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENT TO MASONRY I'd AOJACENf TYPE EDGE ANCHOR nw a 1/r 1.1/4r r r TAPCON rtw • TAPCON 316' 1. 1/ r 3' 1.1/r W/2X BUCK, 2 INSTALLATION B W/IX BUCK 11 INSTALLATION DETAIL '6' DETAIL ' 2' W/2it BUC:.MSTLLA78 X1NSTALLATIO1 a-C DETAIL ' I o In- a 4001 I ao y i 2 2t 12 N. T.S. rr JK C a: Lis s 15225. 5-68 c 3 CF o b 4 =J lJl 1 3• 7{ " 3 L I I _ T— SESHE NOTE ENT 3 3 Q SEE DETAIL J" A J Q y ASTRAGAL) a MULLION SHOWN FOR Q SHOWN FOR REFERENCE Q REFERENCE ONLY I - pQ y 16 t8 I 16 I t6 0 12 w612 AIc" " E" VIEW ••_ • DOUBLE DOOR W/SIDELITES r rri IN . 12 PAIRS 30 - ^ ai z W/ 2X BUCK INSTALLATION y 0 SEE OETAII I W/2X BUCK A rrt t t u a •• w/ 1X BUCK INSTALATION ? - 3 $x u INSTALLATION W < - - Z hW/1X BUCK i TYP. HEAD a vai = I TitgCAL INSTALLATION do JAMBS iv SHOWN' FOR HEAD JA & o C O1 N o _ REFERENCE ONLY 1 SEE I _ 4 a DETAIL "s" o - I SEE DETAIL o \ r A" VIEW • E"-"E" DOUBLE ODOR VIEW A A" corn r/ oromw, copuvA o CASTEM i (WO po OW. ALL mom m ooa 4" corx¢com) W/ 2X BUCK 2 INSTALLATION W/ lX BUCK INSTALLATION 12 1 C W/ 2X BUCK item DESCRIPTION Material A 10 x 2-1/2 PPHW000 SCREW STEEL. B 10 X 1- 4 PFH woo C v STEEL C 110 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 L 0 SCREW Hin a to come STEEL 10 x 2 LG. PFH W000 SCREWSTEEL 3 x - t 2 L CREW STEEL 4 1 s x 2-3 4 PFH ELCO OR ITIN CONCRETE SCREW STEEL S 1 a x i-3 a lT1V PFH CONCRETE SCREW STEEL 9 11 4 x 3-3 s ITW PFH CONCRETE SCREW STEEL 11 3 16 x 3-1 a ITW PFH CONCRETE SCREW STEEL 12 i 4 r 3-1 4 ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4 X 2-1 4 PFH ITW CONCRETE SCREW L 20 HEADER JAMB SUGAR PINE 5G >= 0.34 WOOD 21 3 4 THK. PRESSURE TREATEO SIOELITE PAO WOOD 30 1112 X I X 25 GA. CORRUGATED FASTENER WEL INSTALLATION 3 t 0 W/ IX BUCK 17 DETAIL " t" INSTALLATION 0 AIL "3" ATTACH ASTRAGAL THROW BOLT B STRIKE PLATE TO FRAMEAS I C t DETAIL " 4" Onst I • i z ouu ? 21 I Z i WOM N.T.S. ono, K JK a LFS 3 moxro w: ° FL- 15225.5-68 a gar or g a 0 13 d 13 4 Ix BUCK Tj Aids 2X BUCK !+ INTERIOR EXTERIOR 11S c u A f INTERIOR EXTERIORINTERIOREXTERIOR T •IW/1 1 HEAD JAMB 2 HEAD JAMS 3 HEAD JAMB $ 7N irttwmg dawn S lmwtnngg slim S it d*" #town Ng G $§ 13I 1 2x BUCK INTERIOR INTERIOR 4 A R z A c EXTERIOR EXTERIOR _ 0.1 S MW. x , la C•SINK SHIM SPACE W SPE a a MS"MR1. I.ISMIN. $ a EMILFh1E u Ms. np. nm 2 21 12 i swt= a a1c, fr. JK e 4 VERTICAL SIDE JAMB S VERTICAL SIDE JAMB na. er LFS S to Z,.0.0.t S to vmw hol auoo ro: n ft,kg dawn fivAv ftwn FL-15225.5-68 n I— A. - A o g: Ns, J pq1 INTERIOR EXTERIOR Ml INTERIOR EXTERIOR EXTERIOR INTERIOR u F e a dI Zs 20 A V Cc = 4 i p 13 g 13 21 13 16 L2 UW 1 VERTICAL CROSS SECTION 6 answin9 configmw- 2 VERTICAL CROSS SECTION 6 Wttw4g configaolbn 3-'N VERTICAL CROSS SECTION R INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR W z M id z a 13 4 VERTICAL CROSS SECTION S'\ CROSS SECTION 6 VERTICAL CROSS SECTION uu 0-w- 2121112 6 I gaprt urotion VERTICAL 6Jwawigl ^a 6 oun bvcoagxown sir N.T.S. a o.c, fir. JK o cw. re, LFS 3 a oa`no wa a FL-15225.5-68 c 9w -L or O THERMAITRU 0 THERMA TRU DOORS I I a lmoue I11Al Go.. e004CWMO . ON 43517 Smooth -Star" and "Benchmark by Therma-Tru" 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes IOSSO' MAX. OVERALL FRAME WIDTH L 3 5 5• 3 11 11 1 r` 11 11 11 11 II 1 1 1 1' 11 11 11; i 1' '1 ,'` 1 5 11 11 S ii ii o ii ii 1 1 • 1 1 1 I I Ir 'I AIL 11 ,1 I, 11y '1 J` t. This product anchoring drawing has been developed to compliance with the Sth EdBion 2014) Florida Building Code (FOC) excluding the Ugh Velocity Hurricane Zone'. See the Certification Agency Certificate for saes. specifications and m*VL 2. Product anchors shoo be as listed and spaced as shown on details. Anchor embedment to base material shoo be beyond woo dressing. stucco, foam brick and other wall Coverings. 3. Wood screws shag be installed following installation instructions of ANSVAF&PA NOS 2012. All other fastener types to be imaged following fastener manufactureys installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shag be as specified by the fastener manufacturer but In no instance stall they be less than shown In this drawing. S. Where shims are used, they must be o "rigid / stitr material that complles with the requirements of the FBC. d. Positive and negative design pressure requirements for use with this drawing shag be determined by others for specific jots to accordance with the goveming code. 7. Site conditions not covered by this drawing ore subject to further engineering analysis. TAVJ OF CONTOM SKEET OESCRI RON 1 Typicd etevahors, design Pressures a 9ener0l rates 2 Suck c=Wft S Frame 4 A., &Guolmoleriols S Hokontal a veftd cross sectioro 6 vertica cross secl ns 68.50' MAX. ovghAu wwtH 11 11 II 11 I I1 '11 11 I I 11 p II 11 II 11 1' 1' '11 II II 11 ,I II 11 1' 1 11 II II 11 1' 11 II 11 II 1' '1 II II 11 ,1 1; ;1 11 11 11 1 111 11 1; 1 1 ,1 1 1 O1; 1 II 11 11 11 6 6 6 6 6 6 6• 6 6 .6 6 A6 DOUBLE W/SIOEUrES OXXO SINGLE W/SWCUTES O7rO MAX DESIGN PRESSURE I Lacy ruvwAamooc a sso IMAX DESIGN PRESSURE 47.0 -47.0 1 RN9LWSIGNAMNSSW LAM" +40.0 -40.0 RNIRLETSIONAMU SWO M DE40MT J7. 50' MAX. 53.00r MAX. OVERALL 11-VMAX, OVERALL WIDTH . OVERALL WIDTH Vol= t 2 J T T 3 V I I I I 1 1 1 5za 11 11 1 I I 1 1 1 I L} M u u 3 r 1' K,-A S r-- Ir'YI IY"ii T"-7 1 T'YI 11 it K 1' I:W I I 1 S II '1 1' 11 N. 5 11 11 11 11 I 11 It 1 11I I I I I I I I; , I 1, ,1 11 II II li 11 11 II II 11 11 11 II II ;1 11 11 111 1 1 I I 11 I I I I y1 1 1 IL_11 ly_11 IL_LI L_11 II AC_ A' N: ;A IY YI iY-YI IY-Yi IT'YI n u m 41 11 II II 11 II 11 11 „ I 1 1 I I I I II 11 II 11 P SINGLE X DOUBLE XX SINGLE W/SIOCUTE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67. 0 .67.0 +47.0 -47.0 +40.0 -40.0 i O j of a 2 t 12 1 N. T.S. ° m JK m on LFS 3 C Ip: C 15225. 5-60 = a 1 or 6 _" I I a- 1 a- • a- Ira- 1 aa riso.•°' j .::: z a e a I MULLION i V''• i• q' n C 1``, i MASONRYMASONRYa11SHOWNFORMASONRYI1o M50 OPENING TYP i; REFERENCE OPENING 1I TYpOPENING11111Y/ s o a xJABHEADHEADI1JAMBS 11 do JAMBS 11 II N a oc i i n v 2X BUCK v 14 p 2X BUCK I o d I I MULLION I I SHOWNfORto. • h 0 II REFERENCE2X BUCKjLSINGLE W/SIOEUTE SINGLE W/SIDEUTES m SINGLE DOOR RUCK ANCHORING BUCK ANCHORING RUCKANCHORING144 4 4- f Q II it raQ 1 I MULU I I Q 1 MULLION I I MASONRY SHOWNNFOR 1 SHOWN FOR 1I OPENING TYP• HEAD 1! do JAMBS TYP• II REFERENCE HEAD A REFERENCE Q I ASTRAGAL I' SHOWN FOR JAMBS II 1 REFERENCE 1 11 Q NOTES: 2X BUCK 1 II 1 II I. 2x bCkmm. s.G. x 0.5& I I I 1 I I 3 11 SHOWN II CONCRETEANCNORNOIES 1 2X II I SHOWN FOR II BUCK 1. Concrete anchorlocaHors at the comers may be 0dusted to moinfain Me min. dbtaroe to mortar jo nts. 1 1 I 1 REFERENCE I I w i edge locations noted as 7NAX. ON C6%7W mvsl be oc aled to 1 2Cancroteanchorto anchors I I 1 I I mabsoinmemin. edge dbtonce ff=twiotntL oadtioral carK.'role mov be requied to enure the 7AAX. ON CWQER'rfineruion are not exceeded. n nj I I 1 Co z x: a 2 2t 12 Z 9. Concrete anchor table: 0 I I 1 11 c v srxc N.T.S. 9 ANCHOR ANCHOR ON- f; 1' I I a oc n. JK a II1itas fr. LFS Itaw aY• uC re: DOUBLE BUCK DOOR ANCHORING MASONRY DOUBLE BUCK W/ SIDEUTES ANCHORING FL- 15225.5-80 c OPENING vcn ar 6 0 MIM CIJ:IIRANCE M1M•CIEIRANCE STiE EIMBEOAIEM TOMAlGtlltl' TtlllOJ/iCENf TYPE EDGE ANCNt7R 1/ 1- 1.1/ 2' or ElCO TAfCONe ulaacoN 0. 73l+--1 II 1 II II I MULLION I Ils SHOWN FOR III REFERENCE A W/2X BUCK INSTALLATION - nCl O L? O119W/IX BUCK INSTALLATION IYP. HEAD k JAMBS — V V .r- 7' 3' fI f_ r n NULUON IO SHOWN FOR REFERENCE z W 2X BUCK INSTALLATION IX BUCK INSTALLATION V. HEAD k JAMBS — 1 SEE N 6. 16 16 N D 6 1 12 see DETAIL Z 1^ O W ° = 4n 16 16oil 12 o 12 iu 111 5 iii III 4 luIn Lai C. .0, . • p- A- iAfw "C'-'C' SIN .I P DOOR W/SIDELRES VIEW E--'E' VIEW b'--0" SINGLE DOOR W/SIDELRE Dow M/ O oft OMMUrAnD rASMM3M /lal fb (TP. Yl scum rO OOOII .wrs OOriNIC'I10'IS! SIDEITTE/HARWOARE NOTES: 1. The sidelte Is direct set into the iamb.vtlh (12) AB x 2" pfh. wood screws There ore (Q at each 9 verficol jamb, ham the fop down at 13.5' 31' I8.5' b 66'. There are (2) at the header of C from the outside tamers of the home. There are (2) of the sill, 4' Tram the outside comer. 2. For opfianat sidelrte construction with staples, side6te is direct set into the Jamb with (5) ri{i X T C 1-s/i 16 go. staples along each Jamb (6" from ends and equally spaced Mernofter). 3. Latcf% deadbolf and tinge locations vary. See Certification Agency Certificate and corresponding test reports for specific dimensions and design pressure ratings. 1 CONCH ANCHOR NOT13: 1. Concrete anchor locations at the comers maybe adjusfed to maintain the min. DETAIL '4' edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to morfarjoinfs, additional concrete anchors may be required to ensure the WX. ON C&4W dunension are not exceeded. A A nn f. —I.— Mhlw• ANCHOR ANCHOR. M(N: MIN. CLEARANCEin MIN_,CIEARANGE ME SIZE' EMBEDMENT IDLE Ry EDGE roACJACENf ANCHOR 11w r or TAPCOITW e TA/CON 3/16• r it 6. o .Wy W':xj ICK t$tel4 LION ICK - ION D h SEE OETAIL I" W A' VIEW 9--"RSINGLE DOOR O / 9 O 0 0 a. 1; 1)I 1 Ii r. z 0 N j u 2 21 t2 g N. T S W. JK o we.. No 15225. 5-80 u 3 ar6 -- C 7, 3' 4'3r.1 3' 3 f,k`-. I r 3. III 1 SEE DETAIL A III SEE NOTE 3 II 9SHEET31 1 MULLION 1 SHOWN FOR REFERENCE ASTRAfAI 1 SHOWN FOR _ REFERENCE 1 ONLY 1 - 1 1 16 16 Y 16 16 In 1 nI — 12 III S 1 ' s UI 12 VIEW •C'-'C' DOURLF DOOR W/SIDELITES w/IX BUCx INSTAL ATI01 TYP. HEM JAMBS SEE DETAIL 4- Iteml DESCRIPTION Material A 1#10 x -1 2 PFH WOOD SCREW STEEL B Iflo x 1-314 / STEEL C 1110 X 1 PFH WOOD SCREW STEEL 1 10 x J a LG. PFH WOOD SCR Hin a to rome STEEL 4 1 4 x 2-3 4 PFH ELCO OR IPA CONCRETE SCREW T L 5 1 4 x 1-3 4 ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4 TM' PFH CONCRETE SCREW STEEL 10 8XJ HS TEEL EELI316xJ-1 4 ITW PFH CONCRETE SCREW TT 12 l a x 3-1 a ITW PFH CONCRETE SCREW STEEL 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFOR14ING TO ASTM C90 CONCRETE 16 1 4 X 2-1/4—PFH RW CONCRETE SCREW S L 20 21 HEADER JAMB PINE SG >= 0.42 3 4 THK. PRESSURE TREATED SIOELITE PAU W000 Wvvu 30 1 2' X I' X 25 GA. CORRUGATED FASTENER STEEL J' 0I 4 6• W/2X BUCK A 7K ^ SEE DETAIL 11W/2X BUCK < DETAIL = _ w. 3. 1 ow WS/TAL1ATgN 9 n U 1' . TYP. HEAD & : p 1 JAMBS ASTRACAL ' SHOWN FOR REFERENCE _ ONLY + 16 1 16 0 " S j s 1 t — A' 4 OOURLE DOOR VIEW A' -A m W/ Omau OOIO uwn.L MSW Oli Opt 130 In1. 4L swum TO OOW Am* ow-=noms) B 1 C: 1 DETAIL '4' A 1 A 1 DETAIL 'I' T"^ lI 0 DETAIL 'S. ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. snLc N.T $. ac, ar JiC w. or: LFS 0 J 1= Ix BUCK INTERIOR EXTERIOR HEAD JAMB_ S j To lx wb*x;t hr^" ft" INTERIOR HEAD JAMB r2x BUCK w INTERIOR 4 A EXTERIOR 2Y MAX. SFSM PACE EMS. L2rWH, EMS. Typ. fl1 VERTICAL SIDE JAMS btk ftvAm ftvffi d 3i 4 !qll d EXTERIOR T 2X SUCX !< t. A tn i INTERIOR EXTERIOR 3 HEAD JAMS ' TO 2, .00"ct ftw!ngstawn INTERIOR A X91 k I EXTERIOR L C SINK MAX. SHIM ACE 1AYMN. EMS. m ov, A 5N VLE Rn$ SIDE JAMS CRK, Or. 1. wo mm MAWM kdwbry ftwn FL - 15225.5 Pw -L orj 111 111 1 \R O z INTERIOR EXTERIOR - Hal EXTERIOR INTERIOR rINTERIOREXTERIORG 6 d 11 IE tt4 , 13 13 13 21 12 r 16 .. 16 a a 1 VERTICAL CROSS SECTION 2 gJACAL C OS SECTION 3 VEIMCAL CROSS SECTION 5 6 ^ 6 Ou1s„ngoonllguoKon 6 ` & s I 5 s F INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR W o i 4 VERTICAL CROSS SECITON 5 VERDCAI CROSS SECTION 6 VERTICAL CROSS SECTION an, 2 112 0 6 . I pcon Qm1cn 6 ou" conrgmrom 6 Oufswin9tonrguo!ro^ WAD H.T.S. mm or JK a' aa. or LFS = ownrc o: a FL- 15225.5-80 a sm 6 or g a10 THERMAITRU THERMA TRU DOORS 1 I • INOuem^L on.. 6000n0.. OM 43517 61 811 SINGLE & DOUBLE OPAQUE OR GLAZED DOORS W/ & W/OUT SIDEUTES OUTSWING DIRECT TO MASONRY INSTALLATION General Notes 1. This product oncWng drawing has been developed In compliance with the Sth Edition 2014) Flarido euldmg code (F8Q excluding the high velocity Hwcone Zone. See the Certification Agency certificate for stim spectficofions and ratings. 2. Producl anchors shoo be as fisted and spaced as shown on detals. Anchor embedment to base material shoo be beyond wol dressing, stucco. foam, brick and other woo coverings. 3. Fastener embedment depths. edge distances and center -center distances shoo be as specified by the fastener manufacturer but in no instance shoe they be less than shown in this drawing. L. Where shims ore used, they must be o ligid I stiff material that compfiw with the requhemenh of the FSC. 5. Positive and negative design pressure requiremenh for use with this drowing shoo be detem fined by others for specific jobs In accordance wfth the governing code. 6. Site condroons not covered by this drawing are subject to further engineering analysis. rAIIE OF CONWITS SHWO tx cAn'Im 1 lyplcd elevations. desn S rates 2 Hodoxft omss Sections 3 Vertical coasscMm frame 5 Frcrle = i to m m-ft 105SQ' MAX. OVERALL FRAME WIDTH i 2 3 K- t N r rl, 1K- t Doula N/ so=olio MAX DESIGN PRESSURE 55. 0 -55.0 37- W MAX. OVERALL TDIH 1 2 zA- 3.,jF ikii 2eiF_Si s2 SMGtE x MAX DESIGN PRESSURE soWad0ft + 55.0 -55.0 wvmy limo +65.0 -65.0 74. 50' MAXW 0AUWIDTHVERoom rx MAX DESIGN PRESSURE 55. 0 -55.0 O u.v mrcu wl m mS oxo MAX DESIGN PRESSURE 55. 0 -55.0 S30 MAX. ovemu wlDttt 1 2 . F 3 3 F- ta ,11 1 1 1 swuxw/ sroemox MAX DESIGN PRESSURE 55. 0 -55.0 tOCK MOW/REMPG i SERIFS KMKS[ nSIGNAtt/RL fERIP3 u1CN Rw1KSFr SIONAMN SERFS SOO LUDO W 001E o< N j 1 2 2t 12 i N. T.S. Rr JK 8 Or LPS 3 w 15225- 68M c I OF S ." 1'1'*N HORIZONTAL CROSS SECTION W/hlv6+(_ oon"tion n INTERIOR EXTERIOR H 2 HORIZONTAL CROSS SEC110N 2 fr' t9P d jOTb Gwn 1 EXTERIOR 1 e 4 1 HORIZONTAL CROSS SECTION EXTERIOR (.l I' 4 HORIZONTAL CROSS SECTION ov. Z V'' G oidh All x'aECnN V J INTERIOR EXTERIOR S HORIZONTAL CROSS SECTION 4 th6 +gpnb FQWCIion 91..t h O i we 2121112 NI.S. JK d a« r LFS 3 VAR" "a. a FL-15225-68M air 2 a 5 C IT MAX EXTERIOR W INTERIOR 1 VERMAL CROSS SEC TON 16"o ISMAX EXTERIOR M INTERIOR 2 VERWAL CROSS SECTION 3 9p fiw EXTERIOR 3-*N VERTICAL CROSS S ON 3 WtsfO con guutbn EXTERIOR 1 n INTERIOR r$-*N VERTICAL CROSS 00" conagmion EXTERIOR uKwing ooMip aotton 49 4 A. q','• INTERIOR u E EXTERIORINTERIOR j I :1npp1 B n x>E2,121112 N.T.S. m. JK a as er LF'S 3 pRI1 71C M0. 0 FL-15225-68M c sNar J r G c r - r iu D 69116'HEMM. Q HEAD r Ili F. 4.9/ISHEAD MUWON J SHOWN FOR REFERENCE G 6.9/14 JAMB O 11 M. ® JAMBS 4-9114 JAMB lbvv 16 Irl 111 12 :11 $ ur rn I 12 VIEW "C-"C" SINGLE DOOR W/SIDEUIES Nvei 1 r SEE o DETAIL "S' o r --1 r I —t r L t 1 i 9/I6 HEAD iu D M. ®HEAO p 9/16' HERO MULLpN SHOWN FOR In V L t— CO; REFERENCE _ G 6.9/I6'JAMB M. 0 JAMBS Q, 24 U O N 4-91le JAMB SEE TAIL'4' VIEW F-"r VIEW W-"D" CONCRETE ANCHOR NOTES: 1. Concrete anchor ra CWM at me camen may be adjusted to maintain the mtn. ede dbgranee ra niodar jotnh. ro andwr2Cono bcarions noted as 7NAx. ON CEMER' muss be adJ Wed to moinrain the min. edge distance to mortar JOIN& addinond Concrete CrIchm My be requred to ensue the'r1Ax ON cWrEir dimension are not exceeded. 3. Concrete orwhor rode: ANCHOR ANCHOR IMIN MM. CtEWKICE MtN I;UEA ANCE TC ifu EMBEDMENT 1b MASONRy ADJACEM Will EDGE ANCKIDi' 1/ t•tJfr TAPPCCOH• ELCo t/ la/ 1• e uLTRACON TTW • 3/16• ASSHOYM ASSHOVM TAFCON I st0Er.1TE Nora: 1, fie side6re is Brett set intothe jamb with (12) R8 x r prh. wood screws. there are (4) at each vet icoijamb, from the top down at 13.5; 3I , AS S" d 66•. There are 12) at the heoder ar 4' from the outside corners of the home. There are (2) of the sN, 4' from the outside comers. SEE S DETA448'3' IIJw — SINGLE DOOR W/SIDEUIE VIEW'S" -'A" I 9/I6• HEM M. ® HEA 49/16-HEM 0116' JAMB— FYP, 0 JAMBS 4.9/16" JAM6 SEE DETAIL SINGLE DOOR DETAIL "I" 27 0 27 DETAIL <" 2635—ndEff 24 DETAIL "S" o of tl V EW A'= A" M 1111 ti sus, 2121112 i x*m N.T.S. JK C arc er. IFS ; x„raa ra: a FL- 15225-68M c n[n < or 5• VIEW "C'•"C le I I I 1 1 f iI 1 1. 1 otTM•4- D 6.9/1CHEADTYPOHEAD 1 F 4-9/16'HEAD ASTRAGAL MULLION sHowNFOR 1_ sHowNFoa REFERENCE 1 REFERENCE ONLY 1 1 0 12 S 1' S i 1 1 I1 C F DOUBLE DOOR W/SIDELFIES W 40 i OI 1f G 6-9/1CJAMB TYP. O JAMBS H 4.9/I6" JAM! ODTF Q 16 SEE e DE1M'T p I 12 L VIEW T -"r BILL OF MATERIALS ABA ° 06CIEPI1014 MAT6tM C I/4"MAX. SHIM SPACE 0 1 /4' X 2J/4• ELCO OR IIW PFH CONCRETE SCREW STEEL E MASONRY - 30DO PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4'x2-1/4"ELCOORRWPFH CONCRETE SCREW STEEi G 3/16• X 2-3/4" ITYY PFH CONCRETE SCREW STEEL H 3/16• X 2-114' IM PFH CONCRETE SCREW 1/ 4"x 1.3/P ELCO OR ITW PFH CONCRETE SCREW 1 I 3/I6' x 34 /4 ITW PFH CONCRETE SCREW 12 I /4' x 3.1/4' ELCO OR ITW PFH CONCRETE SCREW 5MSTEELS 16114" X 24/4, PFFT IIW CONCRETE SCREW 24 9 X 3/4' PFH WS 26 Y9 X I"PFH WS 27 410 X 1J/4' PFH WOOD SCREW 9 3' j r I 1 1 6• f` SEE DETM'6' e D 6 9/I6' MEAD 1 TYP. O HEAD F 49/16'HEAD qq TjASTRAGAL SHOWNFOR RUERENCE ONLY 1 16- 911CJAMS G — O 1 TYP. O JAMBS 14.9/ 16• JAMB q _ 1 SEE DETAIL 1 4. c fff/ 1111 1 o z p .: l f\ i; E i' Zli a egg N GG6 p I INS Y ZZ DOUBLE DOOR VIEW A• --"A" it 0 27 DET IL 6 ATTACH ASTRAGAL MOW JOLT STRIKE PLATE TO FRAME 26 AS MWN. 2A . DETAIL' S H . 26 24 .' DETAIL' 1" TFFFMO 2121112 i mqc: N. T.S. dlx. of. LFS ; FL-15225- 66M c n R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Dos 230 Valrico, FL 33595 Phonc 813.659.9197 Florida Board or Professional Engineers Cerlifrale orAuthoritalion No. 9813 Product Category Sub Category Manufacturer Product Name Therms Tru Corporation Smooth -Star" and "Benchmark by Thermo-Tru" Exterior Swinging 118 Industrial Dr 8'8 Single 3 Double Opaque or Glazed Panels w/ 6 w/o Sidelites Doors Exterior Door Edgerton, OH 43517 Inswing / Outswing Assemblies Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. 6 Lyndon F. Schmidt, P.E. (System ID # 1998) for Thermo Tru Corporation, based on Rule Chapter No. 611320-3, 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. Umltatlons: 1. This product anchoring has been developed In compliance with the 5lh Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Codification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wag coverings. 3. Wood screws shall be installed following installations Instructions of ANSI AF&PA NDS 2012. All other fastener types to be Installed following fastener manufacturers 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-15225,548. 5. Where shims are used, they must be a "rigid / still" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use wilh drawing FL-15225.5.88 shag be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225.6.68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard ETC-01-741-10702.0 ASTM E330-02 / TAS 202-94 ETC-0 1 -74 1 -11008,0 ASTM E330-02 / TAS 202-94 TEL OW0147 ASTM E330412 / E1886-02 / E1996-02 2. Drawing No. Prepared by No. FL-15225.5-08 RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA #9813) Sheet 1 of 1 Testing Leboratory Sinned b ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Slaned & Sealed by Lyndon F. Schmidt, P.E. Slaved 3 Sealed hy Lyndon F. Schmidt, P.E. t 1. ' Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6/2015 R R W Building Consultants, Inc. W B Consulting and Engineering Services for the Building Industry I7 C P.O. Box 230 Volrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Ceninc ate orAulhorimlim No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Smooth -Star" and "Benchmark by Therma-Tru" Exterior Swinging 118 Industrial Dr 8'0 Single &Double Opaque or Glazed Panels w/ 6 w/o Sldelites Doors Exterior Door Assemblies Edgerton, 01143517 Inswing I Outswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope. Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID S 1998) for Therma Ttu Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business b Professional Regulatlon. 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. Umltatlons: 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 Certification 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 wan dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following Installations instructions of ANSI AF&PA NOS 2012. All other fastener types to be installed following fastener manufacture's Installation Instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shell they be less than shown in drawing FL-15225.5-80. 5. Where shims are used, they must be a *rigid / stiff material that complies with the requirements of the FSC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5-80 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-15225.5-80 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard ETC-01-741-10593.0 ASTM E330-02 / TAS 202-94 ETC-01-741-10703.0 ASTM E330.02 / TAS 202-94 NCTL 210-1940-1,2,3,4 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02 / E1886-02 / E1996-02 2. Drawinn No. Prepared by No. FL-15225.5-80 RW Building Consunants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) sheet 1 of 1 Testing Laboratory Sinned by ETC Laboratories Mark D. Passero, P.E. ETC Laboratories Wendell W. Haney, P.E. NCTL Barry Portnoy, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Sinned 6 Sealed by Lyndon F. Schmidt, P.E. Sinned & Sealed by 11 ttt t "r+ Lyndon F. Schmidt, P.E. tr T • i 1 ! Lyndon F. Schmidt, P.E. FL PE No. 43409 2/6/2015 R R W Building Consultants, Inc. W Consulting and Engineering Services for the Building Industry B P.O. Dox 230 Voliko. FL 33595 Phone a 13.659.9197 Florida Board of Profenional Engineers Cenifiate of Authorization No. 9813 Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID 01998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A 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. Limitations: 1. This product anchoring has been developed in compliance with the 51h Edition (2014) Florida' Building Code'(FBC) structural requirements excluding thti'4flgh Velocity Hurricane2one. See the Certification Agency CerlUlcate.for sizes, specifications and design pressure filings. 2. Product anchors shall be as listed 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 NDS 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 "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225-68M 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. Support/ng Documents: 1. Test Report No. Teat Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1996-02 ETC 01-741-11006.0 ASTM E330-02 / TAS 201, 202. 203-94 2. Drawina No. Prepared by No. FL-15225.68M RW Building Consultants, Inc. (CA 09813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA 09813) Sheet 1 of 1 Testina LabonAom Sinned Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Sianod & Sealed lot Lyndon F. Schmidt, P.E. Stand ri Sealed by Lyndon F. Schmidt, P.E. w Mn Q 4a )9 w . STATF OF : Aue PFS . ......... tC1 •tip. 0iSfNA'L,` Lyndon F. Schmidt, P.E. FL PE No. 43409 2/ 62015 YMLC •OtLr ACC milImCRACnII IoRuu I Fatlact 1 AIICC. mATCUholutT: on soa"UI a e I I MASTER SUITE It-tr.I{-4• 1 V MAY QC. Ll.t•I ATQi — — — — 1 c Q I I fd K.RTfir F— alAw I LANAI020,0,0 r t / I Nr1 alICF3 1 tpN ION ur. ur. 4LeE4moom"1EscE r mmu4mT,"'" mxfm-S•iaxoNGI1 t t TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS n' 3T' 5T WINDOW CALL -CUTS 16' i5' t^{ QSH wuSH nsN 315H 0SI NUSI JSSI 73SI gSr 19 W N W N SI 3154 654 w 5sH 755N 35514z63' 75 3 17' 3 IS SW W 36 SH 76 $H lb sm CIC. SERFY N450RRT OF ENMS FOA ALL WIAA6. 0 Z V=SUES AT 06TALLATION NAT YARf FER rMFACWR Alm VWICAM REFER10FLOORRASFOR $MEOF0M USED tow 1106-SN CA5M. CYV.ORFM CLASS- F67 El PKA trm, M. BATH flAT A FAMILY ROOM IV-' r.le-tr 2- Sta" WWYE ox of bOOto rr IQRfLINI - V airKla PWDR l Oa ab rt' 6 DEN V- t' MT CLQ I„ cama r val. 10 y F 13 r -uoro as tar Srlpp, lr4 rasAIR 0 nVCQ C 11/•EA01 aua I1 Itlof 1iEtp 1 3TRITI I!a' CA Q& A= RM I DINING Ftl nr•r1 t / lr--' r AT C lK R St00 I RAaAly- 1 I 1 - r- b5l wur•r i A= AM \ \ trial' \ FOYER MT RC. KMEN 7 V-4' MT as I 1 - I I arnlle 1 I 0,40 I ' rOrICCO IOrI nEI® luR !•t' A 071 -----' Yy- 1• 1 rRL911RCE HIti9 MT. 1 4 NILAR Owr+ rtAsaavx r-------- I IKaeamoRratarIllIgT6N 1 I RIT I gO/ llaeI RI A1Am r— Am1E II A I I 3 n GARAGE 1 f I 21r-o•.2r-o' I L f l o•-• ru. Rr. I tiJ 1 I taum lotCAOI el E1-------- 1 I Q- 6[mSlcB.ovrS V OQWfia11 rAwlosvFntnau — Lv W`' o oz 0 z V) ActuFrsws0 cl-2 ramratlwrlO opalOCM6TfOK I In7O O QIWIII,QR 4Ctf16TM01rI1 ' IYNmI c> ce T' IItlQ.Q wn raual V O NJNTT] 1ING LEGEND O IA4RauVM. FLOOR 14615F. ' UPPER FLOOR 11155F. 255 8TOTALLIvING2582sF. GARAGE d55SF. rK LANAI 139 SF. IwT ntor rtAe Aorts ENTRY lisp. TOTAL SO. FT. 32413F. MAIN FLOOR PLAN NOTES tee` 1 GARAGELEFT2^ 1 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS clgal M 1 11' 1 31- /S• n WINDOW CALL -OM M• W FG IM FG 1 30 FCi /o11 F417t 10 IFM F4 MM FG. W FG. IOM F4 p3i' WVw 1010SN 30MSN MOW zIS• we sm I" W 30(o 6m (om St 60• 3 Wes" me SI "SI 4ow SI fi we S1 ?WSW 30ie SI 1o605N GL.K113YR7WOFOWFORALL F/10OA N 9MMSMSAM161IWIONKAYVAJgrMR FIAVFASI M ADD S'SIGUCFM Z RM10K= FLMSFOR Si1LECF%D09 USED (SWA.ENNOSI. CWMW.CSQCRFDV CLASS FW UPPER FLOOR PLAN NOTES GARAGE LEFT CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: j 7-2 Documented Construction Value: S tOL.UC s Job Address: Historic Distric Yes Nod Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: ld -S — qr0r4ur-pt-1 CGtb,W Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Phone: 077% 9n o 11 1_ Street: Fax: Cite, State Zip: 1 State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 1F 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: 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 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: 1 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 Signaturesf Contractor ent Date Print Omer/Agent's Name Print o tra or/A nt's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID SigT%MM'6rXotary46tate of Florida Date STEPHLLO Commission l# FF 1775017 Expires November 9.2018 5N Jiba• ' 9ed.a'.pJwr Fd Www"WDJlSrar9 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: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30.2015 Permit Application o D'r' ' TM CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I I 0103 9 Documented Construction Value: S J b Add y3a I K— P Historic District: Yes No o ress. Parcel ID: -71 en U Residential Commercial EltypeofVI'ork: New Addition Alteration Repair El Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Name r SG Phone: _ Street: Resident City, State Zip: Title: 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 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TliE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WTrH YOUR LENDER OR AN AI-I'ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tnnks, and air conditioners, elc. FBC 105.3 Shall be inscribed with the date of application and 1he code io effccl as or That dale: 5" Edilion (2014) Florida Building Code Revised. June 30. 2013 Permit Applicatim I NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the properly 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 he 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 AFFIDAyrr: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature or ntr Print ofNotory-State of Flonda / / Date Contractor/Agent is Personally Known to Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY 17 EXPIRES GEORGIA JUNE e. 2020 Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Mitt. 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: 11111 1.1 Q WASTE WATER: BUILDING: Reviscd: Junc 30, 2015 Permit Application U N IV: E R S A L yy° Mer No: °: 9328304-; 008.0000 1 1 IN / ' Report Date: 10/3/2017ENGINEERSC1ENCESConsultants In: Geo[echnical Engineering • Envuonmental S -fences Geophysical Services • Construction Materials Testing • Threshold Inspection. Bu ibingInspection • Plan Review • Building Code Administration 353r2 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 • F: 407.423.3106 / —AOT In - Place Density-Ust Report Client• Taylor Morrison of Florida, Incorporated UES Technician: Tristin Kegler 2600 Lake Lucien Drive Suite 350 •Date Tested•' 10/03/2017 Maitland, FL 32751& tj Project: CThombrooke 40S 8t 50s, SF House Lots V County, FL 32771 Area Tested: of 290) 432 Rocky Grove Lane Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill LaboAtory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. v Location of Test Range aximum Density pcf) ptimum Moisture Field Dry Density per Field Moisture Soil Compaction Fill Depth inch) Pass or Fail 1 Northeast Comer of Pad 0_1 ft 105.4 11.8 106.4 10.9 101 N/A Pas: 2 Southeast Comer of Pad 1-2 ft 105.4 11.8 102.5 13.4 97 N/A Pas: 3 Southwest Corner of Pad 1-2 ft 105.4 11.8 106.1 10.4 101 N/A Pas: 4 Northwest Comer of Pad 1-2 ft 105.4 11.8 107.7 12.9 102 N/A Pas: 5 Center of Pad 0 2-3 ft 105.4 11.8 103.2 14.7 98 N/A Pas: Remarks: At time of testing footers were not excavated. All test are done in pad area v i.#, s' i': i„% • I;t: 1.,y', . •; •, T n/ehlieh>.w' d. ro1 n M I /n:..nronPe nl:nnln Ihn.Onhln nnrl'n h.nn •ill .n....A nrn wuh:w:Mnrl ,•in ..nril.'Innl:nl ...n.•r1.• n/n.•r ../:nn/w nr1 .•../Ln.:.n/:nn S• t ?Of i• • jR. l. j' fir : P .: "tip , ;' `• ` . DESCRIPTION AS FURNISHED: Lot 290, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida, c7- ZG rBOUNDARYFOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 305 I I N 00910' 44" W I 40. 00' LOT 290 i'• t9. 30, 19.80' 5. 00, 15 7' Ir 5.00' 4. J 8' RECFOR POCKET SLIDER W FORMBOARO FOUNDATION Co O TOP OF FORMS - 23.90' LOT 291 00 CO ^ LOT 289 5.00' -- 5.0' s 0 of l / ' 21. 3' 5.00' 25.20' 25.20' 10' UTIL. ESMT. ti 275.03' J• r119 PC) e. e.)S 00010' 44" E 40.00' N LOT AREA CALCU TIONS LOT - 4,800 SOFT. oh LIVING - 7, 467. ff? GARAGE - 455 SOFT. SOXI. ry, ENTRY 71SO IT. LANAI - 1 S9 SO. FT. N/A ROCKY CR 0VELANESOFT. DRIVEWAY RIVEWANEWAY - 403 50. FT . 50' RIW) TRACT I A/C PAD IS so. FT WALKWAY 70 SOFT. UTILITY & ACCESS R/ W IMPERVIOUS = 54.6 x 2.627 Y p SODSOFT. 1 N5: O R/W - 440 SOFT. Q PROPOSED = FINIS14ED SPOT GRADE ELEVATION APRON - 110 SOFT. PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK - 200 SO.FT. PROPOSED DRAINAGE FLOW FRONT - 25' SOD - 130 SO.rT. LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 23.9' REAR - 15' SIDE - 5.0' PROPOSED INFORMATION SHOWN AREA - 5,240 SO.FT. SIDE CORNER - 10' BASED ON SUPPLIED PLAN DRIVEWAY513 SO.FT. PROPOSED GRADE PER CONSTRUCTION PLAN + AND/OR INSTRUCTIONS PER SIDEWALK - 270 SO.FT. CLIENT NOT FIELD VERIFIED SOD - 2,307 SO.FT GRUSL'NML'rTR- SC0TT & ASSSOC. , INC. - LAJV SUR E-F.YORAS" LEGEND - LEGEND - P PLAT POL • POINT ON LINE 5400 E. COLONIAL DR. ORLANDO. FL. 32807 407-277-3232 FAX (407)-658-1436 I' • FIELD IMP. • TYPICAL Iv. IRUN PIPE vR.C. • POINT Or RCVCRSC CURVATURE IP. •IRON ROD P.C.C. • POINT Or COMPOUND CURVATURE NOTES: RI 1. WE UNDERSIGNEDDOESHERCIIYCERYIMFTHISSURVEY MEETS THE SWNOARDS OF PRACTICE SET TETRTN BY THE FLORIDA DOWD OF CSCI H • I/?' CONJR. MONUMENTLI439 RA0. RADIAL 4v, . ICC Ut. •/GIG NON -RADIAL PROPESSMNAL SURVEYORS AND AWPERS W CHAPTER W-17 FLORIDA AOWAOSTRATIVE CODE PURSUANT TO SERMON 47Z.027, FLpNIM STATU/S 2. UNLESS CUOOISSED WINSURVEYOR'S WAIATURE AND ORIGOLAI. RAISED ME. IHIS SURVEY MAP OR COPIES ARE NOT VAUD REC. VP . VITNESS °TT vne J. THIS SURVEYWAS PREPARED FROM TITLE W70RMAIION FURNISHED 70 ME SUINEYOR. THEME WY BE OTHER RESTRICTIONS DINT ,W GCGINNING CALL • CALCULATED PU.C. . POINT Or CONNENCEMENT PRA • PERMANENT REFERENCE IONUWENT OR EASCIWCARS TINT AFrrC7 THIS PROPERTY. 4. NO UNDERGROUND WPROVEUENTS NAYS BEEN LOCATED UNLnS OTNERRISE SHOWN. l NAIL LILAC IT. BUILDING SLOOR ELEVATION NID • NAIL l DISKr- w OSL • BENDING SETBACK LINE D. TM S F 6 PREPARED FOR THE SOLE 6ENEFIT Or INDSE C[RMW TO AND SHOULD NOT BE R[UW UPON BY ANT OTHER EN11IY. DA • C OMMLONS SHOW FOR IN," LOCATION Or WPROVEAICHM HERVON SNOULD NOT BE USED TO RECOWSTRUEr SOUNOWY L02Y CSM EASEMRiomyENT BASEBENCBEARMARK TSNP/ VT. CASEMENT RG. BASEGEARING7. BEARIr% ARE 6ASW ASSUMED OATVW AND ON TILE ENE SHOWN AS BASE BEARING (B.B.) TRAIN. • DRAINAGE U7 N.. • UTILITY 0. ELEVATIONS A SIpW,{ ARE 61SED !! NATIONAL GEOOEIIC 04TUM Or 1929. UMESS OTHERWISE NORp. CLFC. • CHAIN LIKK rENCC R. CERMIGT 07 AUTNOR IZAOON No. 4300. VOFC. • VOOD rCNCC PC POINT or CIINCRCTC cuupvvhiun SCALE -I* . TO'_4 DRAWN BY: ... P.T. • POINT III TANGENCY OFSC. DESCRIPTION CERTIFIED BY. 04TE OROEa No. R • RADIUS 1. . ARC I, CNGTM D • DELTA PLOT PLAN 03- 10-17 1060-17 CIJORD REVISED PLOT PLAN 05- 31-17 I:G CHORD REARING REVISED PLOT PLAN 06-02-17 NORTH FORMBOARO FOUNDATION/ELEVS. 09- 20-17 4249-17 THIS BUILDING/PROPERTY DOES. NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOW PLANE AS PER 71RM• TO X. GRUSEN,EYER, R.L.S. / 4714 ZONE ( MAP / 12117C 0055 F. S W. SCO R.L.S / 4801 4Revision City of Sanford Response to Comments O Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Entail: building@sanfordfl.gov Permit # / 7-- 2bN Submittal Date J Project Address: Contact: Daphne d JVN\Ph: 407-257-6940 Fax. 0 O Email;-daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Eletrical Mechanical Life Safety Waste Water General description of reWAon: 1L0,/161L MY] 44 aq Gllo(,/JC ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building RECORD COPY 17-203 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot290ThornbrookeDarlingtonAGRE Builder Name: Taylor Morrison 0ut1/NC Street: Permit Office:641ACity, State, Zip. FL, Permit Number: 3 9 SANFORD Owner: Design Location: FL, Orlando Jurisdiction: 5 County:: Seminole (Florida Climate Zone 2) FpgRTM`` 1. New construction or existing New (From Plans) 9. Wall Types (3145.8 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft, b. Concrete Block - Int Insul, Exterior R=11.0 1380.60 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1509.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1482,00 ft7 6. Conditioned floor area above grade (ft') 2582 b. Knee Wall (Vented) R=30.0 27.00 ft' Conditioned floor area below grade (ft') 0 c. N/A R= fN 11. Ducts R W 7. Windows(367.7 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U-Factor: Dbl, U=0.34 295.7411' b. Sup- Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 72.00 fl' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 25.2 SEERA6.00 b. Central Unit 25.2 SEER:16.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth. 3 432 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft' b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ft' None c. other (see details) R= 13.00 ft' 15 Credits Pstat Glass/Floor Area: 0.142 Total Proposed Modified Loads: 64.36 PASS Total Baseline Loads: 76.76 1 hereby certify that the plans and specifications covered by Review of the plans and F'tHE S742 0, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance h ,,,,''' r o3 •s+ OwiththeFloridaEnergyCode. x+, '••. :•':•„ l , PREPARED BY: 14 Before construction is completed DATE: 1.0/27./_1.7 this building will be inspected for 1:4 compliance with Section 553.908 I hereby certify that this building, as clesignego in compliance Florida Statutes. with the Florida Energy Code. COb WE OWNER/AG NT:_/. BUILDING OFFICIAL: DATE: -1 2% (- -- - 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 8:39 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R4n5-9n14 PROJECT Title: Lot290ThornbrookeDarlington Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # Owner: Total Stories: 2 Block/SubDivision- of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, Stale, 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 1467 13643.1 2 Block2 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ___ ____ 13 fl' 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 147.9 ft 0 1467 ft' 0.49 0 0.51 3 Floor Over Other Space 2nd Floor ____ -__- 1102 ft' 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft' 370 ft' Medium 0,85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 fl' Y N 10/27/2017 8:39 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 Knee Wall (Vented) 1st Floor 30 Batt 27 ft' 0.11 Wood 2 Under Attic (Vented) 1st Floor 30 Blown 13 ft' 0.11 Wood 3 Under Attic (Vented) 2nd Floor 30 Blown 1469 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Y #-Ornt To Wall_T.ype Space R_Value-Et-In-EI-In Area-R_Value-Eracbon-Absor._Grade%_ 1 S Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 fl= 0 0.23 0.6 0 2 S Exterior Concrete Block- Int Insul 1st Floor 11 53 0 9 4 494.7 ft' 0 0 0.6 0 3 SE Exterior Concrete Block - Int Insul 1st Floor 11 4 11 9 4 45.9 fF 0 0 0.6 0 4 E Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 5 E Exterior Concrete Block - Int Insul 1st Floor 11 5 6 9 4 51.3 ft' 0 0 0.6 0 6 N Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 fl' 0 023 0.6 0 7 N Exterior Concrete Block - Int Insul 1st Floor 11 54 6 9 4 508.7 fl' 0 0 0.6 0 8 W Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 9 W Exterior Concrete Block - Int Insul 1st Floor 11 30 0 9 4 280.0 ft' 0 0 0.6 0 10 Garage Frame - Wood 1st Floor 13 26 2 9 4 244.2 fl' 0 023 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood 1st Floor None 25 2 7 8 20.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.34 0.31 6.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 2 S 1 Vinyl Low-E Double Yes 0.34 031 15.0 ft' 1 It 0 in 1 It 0 in Drapes/blinds None 3 S 2 Vinyl Low-E Double Yes 0.34 0.31 5.0 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds None 4 S 2 Vinyl Low-E Double Yes 0.34 031 19.3 It' 1 It 0 in 11 ft8 in Drapes/blinds None 5 SE 3 Vinyl Low-E Double Yes 0.34 0.31 23.3 It' 9 It 6 in 0 ft 4 in None None 6 e 4 Vinyl Low-E Double Yes 0.34 031 30.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 7 N 6 Vinyl Low-E Double Yes 0.34 0.31 30.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 8 N 7 Vinyl Low-E Double Yes 0.34 0.31 38.9 fi' 1 It 0 in 11 ft8 in Drapes/blinds None 9 W 8 Vinyl Low-E Double Yes 0.34 031 30.0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 10 w 8 Vinyl Low-E Double Yes 0.34 0.31 40 0 ft' 1 It 0 in 1 ft 0 in Drapes/blinds None 11 w 9 Vinyl Low-E Double Yes 034 0.31 58.3 W 1 ft 0 in 11 ft 8 in Drapes/blinds None 12 W 9 Vinyl Low-E Double Yes 0.58 0.32 72 0 ft' 10 It 8 in 0 It 0 in None None 10/27/ 2017 8:39 AM EnergyGaugeO 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 1 455 ft' 455 ft' 640 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000291 1973.2 10832 203.72 .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 21.8 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 25.2 kBlu/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 fl= DUCTS Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 2 Attic 6 293 4 ft Attic 6 223 ft' Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 10/27/2017 8:39 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM Rdns,_7nlA TEMPERATURES Programable Thermostat: Y Ceding Fans: CoolingJan HeatinJan Feb Feb Mar Mar JA A r APr Ma May Jun IXIJunX Jul j Jul Au riAurl Sep [ Sep [ Oct Ocl Nov Nov Dec Dec Ventin Jan Feb lX} XMarApr I IMay Jun l Jul Aug Sep fX) 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 10/ 27/2017 8-39 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* = 84 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ft' b Concrete Block - Inl Insul, Exterior R=11.0 1380.60 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 ft' 4. Number of Bedrooms 4 d. N/A R= fl' 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1482.00 ft' 6. Conditioned floor area (ft') 2582 b. Knee Wall (Vented) R=30.0 27.00 ft' c. N/A R= fl' 7. Windows" Description Area 11. Ducts R ft= a. U-Factor: Dbl, U=0.34 295.74 ft' a. Sup Attic, Ret• Attic, AH: 2nd Floor 6 293.4 SHGC: SHGC=0.31 b. Sup: Attic, Ret: 2nd Floor, AH. 2nd Floor 6 223 b. U-Factor: Dbl, U=0.58 72.00 ft' SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft' a. Central Unit 25.2 SEER:16.00 SHGC: b. Central Unit 25.2 SEER:16.00 d. U-Faclor: N/A ft' 13. Heating systems kBtu/hr Efficiency SHGC- a. Electric Heat Pump 21 8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.432 ft. b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1467.00 ft z a. Electric EF: 0 95 b. Floor Over Other Space R=0 0 1102.00 ft' c. other (see details) R= 13.00 ft' b. Conservation features None 15. Credits Pstal 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: 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 8:39 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report IR 10111•OOICONOM101O ahu I 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 Design Conditions Job: Lot290ThornbrookeDarli... Date: 6/4/2014 By: FJF Outdoor design DB: 92.5°F Sensible gain: 17632 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.3°F Latent gain: 3465 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 21097 Btuh Indoor RH: 50% Estimated airflow: 840 cfm 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: 19895 Btuh 113% of load Latent capacity: 2813 Btuh 81% of load Total capacity: 22708 Btuh 1080/6 of load SHR: 88% Design Conditions Outdoor design DB: 41.7°F Heat loss: 16338 Btuh Entering coil DB: 69.5°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: 22379 Btuh 137% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 5.0 kW 103% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. c wri htsoft` 2017-Oct-27 08 38.35 9 Righl-Suite® Universal 2017 17 0.23 RSU24011 Page 1 AC01 IingionAGRBLol29OThornbrookeDarlingionAGRE rup Calc = MJ8 House laces, E DEL --AIR Manual S Compliance Report Job: Lot 290ThornbrookeDarli. Date: 6/4/2014 IRMO • W COND=1 016 till U 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 Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor FIR 50% Sensible gain: 17050 Btuh Latent gain: 2925 Btuh Total gain: 19974 Btuh Estimated airflow: 840 cfm Entering coil DB: 78.0°F Entering coil WB: 63.9°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: 18706 Btuh 110% of load Latent capacity: 2259 Btuh 77% of load Total capacity: 20965 Btuh 105% of load SHR: 89% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13589 Btuh Entering coil DB: 69.0°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: 22420 Btuh 165% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 840 cfm Output capacity: 3.5 kW 87% of load Temp. rise: 13 OF Meets are all requirements of ACCA Manual S. c wri htsoft 2017.Oci-27 08 38 35 9 ' Righl-SuileO Universal 2017 17.0 23 RSU24011 Page 2 CC I\..IingionAGRBLol290ThornbrookeDarlingionAGRE.rup Calc = MJ8 House laces. E DEL -AIR Component Constructions Job: Lot 290ThornbrookeDarli... P Date: 6/4/2014 NUM111. • AIR 00111MM 010 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 Project• • For: Taylor Morrison Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (OF) - Wind speed (mph) 15.0 Construction descriptions Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 (M) Method 76 Construction quality 7.5 Fireplaces Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2'W" wood frm, 16" o.c. stud 13A-7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Heating Cooling 70 75 28 18 30 50 1.5 46.4 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 4, Buh/II2- •F V- -FBWh BWh/II' BWh Bluh/112 81uh n 461 0.091 13.0 2.58 1186 2.34 1079 e 240 0.091 13.0 2.58 618 2.34 562 s 470 0.091 13.0 2.58 1209 2.34 1100 w 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 n 470 0.095 7.5 2.69 1263 1.67 783 e 51 0.095 7.5 2.69 138 1.67 86 se 23 0.095 7.5 2.69 61 1.67 38 s 470 0.095 7.5 2.69 1264 1.67 784 w 150 0.095 7.5 2.69 402 1.67 249 all 1164 0.095 7.5 2.69 3128 1.67 1940 w 30 0.032 30.0 0.91 27 2.38 71 223 0.091 13.0 2.58 575 1.44 322 Windows 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31), 50% drapes, medium; 1 If e overhang (5 ft window ht, 1 ft sep.); 6.67 It head ht s w w all 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft W overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 It head ht all IOC-v: 2 glazing, Or low-e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, se 1/8" thk; NFRC rated (SHGC=0.31); 9.5 If overhang (8 ft window ht, 0.33 If sep.), 6.67 If head ht 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3 It window ht, 10 sep.); 6.67 ft head ht 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 15 0.340 0 9.62 144 10.8 162 30 0.340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 145 0 340 0 9.62 1395 24.2 3515 39 0.340 0 9.62 374 10.6 411 58 0.340 0 9.62 561 30.4 1769 97 0.340 0 9.62 935 22.4 2180 23 0.340 0 9.62 225 8.71 203 6 0.340 wrightsoft' Righl•Suile8 Universal 2017 17.0 23 RSU24011 linglonAGRE\Lol290ThornbrookeDarlinglonAGRE.rup Cale = MJ8 House faces: E 0 9.62 58 10.6 63 2017.00.27 08:38 35 Page 1 2A-2ov: 2 glazing, cir low-e oulr, air gas, vnl firm mat, cir inns, 1/4" gap, s 5 0,340 0 9.62 48 12.2 61 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 If window ht, 11.67 If sep.), 6.67 If head ht 2A-2ov: 2 glazing, cir low-e oulr, air gas, vnl irm mat, clr innr, 1/4" gap, s 19 0,340 0 9.62 185 12.2 234 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 fl window ht, 11.67 If sep.), 6.67 ft head ht 2A-2ovd: 2 glazing, clr low-e ouir, air gas, vnl Irm mat, clr innr, 1/4" w 72 0.580 0 16.4 1182 16.8 1213 gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 If window ht, 0 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 21 0.390 0 11.0 228 12.0 248 Ceilings 16CR-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 1483 0.032 30.0 0.91 1343 1.42 2099 gypsum board int Irish Floors 20P-191: Fir floor, firm fir, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 22A-ipl: Bg floor, light dry soil, on grade depth 148 0.989 0 28.0 4140 0 0 2017.00•27 08 38 35 wrightSOW Righl•Suile® Universal 2017 17.0 23 RSU24011 Page 2 ICCk ..IinglonAGRE\Lol290ThornbrookeDarlingionAGRE rup Calc = MJ8 House laces: E DEL -AIR Component Constructions Job: Lot290ThornbrookeDarli... P Date: 6/4/2014 NUMG•AMCONmr1"1111 ahu 1 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407.333-3ti53 Web: WWW.DEL-AIR COM Project• • For: Taylor Morrison Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Cooling Dry bulb (OF) 42 93 Daily range (OF) - 17 ( M) Wet bulb (OF) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality 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 M Btuh/W--•F hl-'F/Bluh BahW Biuh Biuh/lil Bluh Walls 13A-7.Socs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum n 470 0.095 7.5 2.69 1263 1.67 783 board int Irish a 51 0.095 7.5 2.69 138 1.67 86 se 23 0.095 7.5 2.69 61 1.67 38 s 470 0,095 7.5 2.69 1264 1.67 784 w 150 0.095 7.5 2.69 402 1.67 249 all 1164 0.095 7.5 2.69 3128 1.67 1940 16A-30ad: Knee wall, asphalt shingles roof mat, r-30 kw ins, 1/2" w 30 0.032 30.0 0.91 27 2.38 71 gypsum board int Irish Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 223 0.091 13.0 2.58 575 1.44 322 wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft w 58 0.340 0 9.62 561 30.4 1769 overhang (6.3 it window ht, 11.67 ft sep.); 6.67 it head ht all 97 0.340 0 9.62 935 22.4 2180 10C-v: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, se 23 0.340 0 9.62 225 8.71 203 1/8" thk; NFRC rated (SHGC=0.31); 9.5 ft overhang (8 ft window hi. 0,33 ft sep.); 6.67 ft head hi 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 5 0.340 0 9.62 48 12.2 61 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 it overhang (317 ft window hi, 11.67 It sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, s 19 0.340 0 9.62 185 12.2 234 1/8" thk; NFRC rated (SHGC=O 31); 50% drapes, medium; 1 it overhang (6.25 it window ht, 11.67 ft sep.); 6.67 it head ht 2A-2ovd: 2 glazing, clr low-e ouir, air gas, vnl frm mat, cir innr, 1/4" W 72 0.580 0 16.4 1182 16.8 1213 gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 it overhang (8 ft window ht, 0 ft sep); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 21 0.390 0 11.0 228 12.0 248 2017.Oci-Oct 08 38 35 wri htsoft' 9 Right-SuileO Universal 2017 17 0.23 RSU24011 Page 3 ACCk.IingionAGRE%Lol29OThornbrookeDarlingionAGRE.rup Calc - MJ8 House laces: E Ceilings 16CR-30ad: Attic ceiling, asphalt shingles root mat, r-30 ceil ins, 1/2" 13 0.032 gypsum board int fnsh Floors 22A-Ipl: Bg floor, light dry soil, on grade depth 148 0.989 30.0 0.91 12 1.42 19 0 28.0 4140 0 0 C Wrl htsoft' 2017.Oct-2708.38:35 9 Righl-Sude® Universal 2017 17 0 23 RSU24011 Page 4 IinglonAGRSLol2907hornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E 1 DEL -AIR Component Constructions Job: Lot290ThornbrookeDarli... p Date: 6/4/2014 IQAt1116 • AIR C01110=lmlB ahu 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 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 It Design TD (OF) 28 18 Latitude: 28ON 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 41 81uhM2 •F W-•F/BNh 1310M2 BWh Btuh/41 BNh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 461 0.091 13.0 2.58 1186 2.34 1079 fnsh, 2"x4" wood Irm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562 s 470 0.091 13.0 2.58 1209 2.34 1100 w 200 0.091 13.0 2.58 515 2.34 469 all 1370 0.091 13.0 2.58 3528 2.34 3210 Partitions none) Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl Irm mat, Or innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It e overhang (5 it window ht, 1 it sep.); 6.67 It head ht s w w all 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1 ft overhang (3 It window ht, 1 It sep.); 6.67 It head ht Doors none) Ceilings 16CR-30ad: Atlic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2 gypsum board int fnsh Floors 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 30 0.340 0 9.62 289 10.6 317 30 0.340 0 9.62 289 30.4 911 15 0.340 0 9.62 144 10.8 162 30 0,340 0 9.62 289 30.4 911 40 0.340 0 9.62 385 30.4 1214 145 0.340 0 9.62 1395 24.2 3515 6 0.340 0 9.62 58 10.6 63 1469 0.032 30.0 0.91 1331 1.42 2080 13 0.050 19.0 1.41 18 0.71 9 C W rl htsoft" 2017.Oct-Oct08 38,35 9 Right -Suite® Universal 2017 17 0 23 RSU24011 Page 5 IrngionAGRE\ Lot290ThornbrookeDarlrngionAGRE.rup Calc = MJ8 House laces E fQDEL+ Project Summary Job: Lot 290ThornbrookeDarli... AIR y Date: 6/4/2014 HUMs-M r>„151 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 Notes: RVSD 211/16 JA LS 3/8116 LS 6/21/16 JA LS 10/27/16 JA D- _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 Structure 22725 Btuh Ducts 7202 Btuh Central vent (0 cfm) 0 Btuh Humidification Piping Equipment load Infiltration Method Construction quality Fireplaces 0 Btuh 0 Btuh 29927 Btuh Simplified Average 0 Heating Cooling Area (ft2) 2582 2582 Volume (ft3) 26938 26938 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 184 94 Heating Equipment Summary Make n/a Trade n/a Model n/a AHRI ref. n/a Efficiency n/a Heating input Heating output 0 Btuh Temperature rise 0 OF Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Sensible Cooling Equipment Load Sizing Structure 23674 Btuh Ducts 11007 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 34682 Btuh Latent Cooling Equipment Load Sizing Structure 4165 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6390 Btuh Equipment Total Load (Sen+Lat) 41072 Btuh Req. total capacity at 0.70 SHR 4.1 ton Cooling Equipment Summary Tr n1ade Cond n/a Coil n/a AHRI ref. n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017.Oc1•27 08:38.35 wrightsoft' Rignl.Suite® Universal 2017 17.0 23 RSU24011 Page 1 ACCA ,.IingionAGRE%Lol29OThornbrookeDarlingionAGRE rup Calc = M,18 House laces E Project Summar Job: Lot290ThornbrookeDarli... DEL -AR Pro 1 y Date: 6/4/2014 ahuBy: 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 Notes: RVSD 211/16 JA LS 3/8/ 16 LS 6/21/16 JA LS 10/27/16 JA 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 13432 Btuh Structure 13386 Btuh Ducts 2905 Btuh Ducts 4246 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 16338 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17632 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2627 Btuh Ducts 839 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg none) 3465 BtuhArea (W) 1467 1467 Equipment latent load Volume (W) 13715 13715 Air changes/hour 0.39 0.20 Equipment Total Load (Sen+Lat) 21097 Btuh Equiv. AVF (cfm) 89 45 Req. total capacity at 0.75 SHR 2.0 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 AHRI 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 0.051 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 34 OF Backup: Input = 5 kW, Output = 16909 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft- 2017.Oc1•27 08 38 35 9 Right -Suite® Universal 2017 17.0 23 RSU24011 Page 2 ACCA...ItnglonAGRBLol290ThornbrookeDartingtonAGRE.rup Calc a MJ8 House laces* E QDEL-AIR Pro ect Summary Job: 6/4 290ThornbrookeDarli... 1 7 Date: 6!4/2014 WMG • M sollmMM11 ahu 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 Project• • For: Taylor Morrison Notes: RVSD 211/16 JA LS 3/8/ 16 LS 6/21/16 JA LS 10/27/16 JA 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 9293 Btuh Structure 10288 Btuh Ducts 4296 Btuh Ducts 6761 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 13589 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 17050 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1538 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heating Coolingg none) Area (ft2) 1115 1115 Equipment latent load 2925 Btuh Volume (ft3) 13223 13223 Air changes/hour 0.43 0.22 Equipment Total Load (Sen+Lat) 19974 Btuh Equiv. AVF (cfm) 96 49 Req. total capacity at 0.75 SHR 1.9 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 AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh Healing output 21800 Btuh @ 470F 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 0.062 cfm/Btuh Air flow factor 0,049 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 30 OF Backup: Input = 3 kW, Output = 11784 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017.Oc1.27 0 wrightsoft' Righl-Sude® Universal 2017 17 0 23 RSU24011 Pageae 3 IinglonAGRE%Lol290ThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E g 1 DEL -AIR mslom • nor mrmrimmro Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD. FL 32771 Phone: 407-333-2665Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lo1290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316.9 It 9.2 It 2939.3 112 ahu 1 147.9 It 9.3 It 1470.0 112 Ty Construction number U-value Btuh/fIZOF) Or HTM Btull/It2) I Area (Ili or perimeter (11) Load Bluh) I Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 VfL-G 12C•0sw 2A•2ov 0.091 0,340 n n 2.58 9.62 Z34 10.58 491 30 461 0 1186 289 1079 317 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 0.095 0.340 n n 2.69 9.62 1.67 10.58 508 39 470 0 1263 374 783 411 508 39 470 0 1263 374 783 411 11 G..2A:2ov 12C-Osw 0.091 0.390 a e_ 2.58 9.62 2.34 30.36 270 30 240 0 618 289 138 562 911 86 0 0 0 0 51 0 0 138 0 0 86W13A-7.5ocs 0.095 a 2.69 1.67 51 51 51 L-G. 13A-7.5ocs JOC_v 0.095 340 se e_ 2.69 9.62 1.67 9.11 46 23 23 61 225 38 203 46 23 23 23 61 225 38 203 1 C Ufa 1210-0sw 2A-2ov 2A•2oy 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 10.58 10.77 491 6 15 470 6 13 1209 58 144 1100 63 162 0 0 0 0 0 0 0 0 0 0 0 0 v I--C 13A•7.5ocs 2A•2ov 2A•20v 0.095 0.340 0.340 s s s 2.69 9.62 9.62 1.67 12.15 12.15 494 5 19 470 0 0 1264 48 185 784 61 234 494 5 19 470 0 0 1264 48 185 784 61 234I--(3 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 0 0 0 0 0 0 0 0 0 0 0 0 y/ C 13A-7.5ocs 2A-2ov 2A•2oyd 0.095 0.340 0 580 w w w 2.69 9.62 16.41 1.67 30.36 16.85 280 58 72 150 0 72 402 561 1182 249 1769 1213 280 58 72 150 0 72 402 561 1182 249 1769 1213L-fa W 16A-30ad 0.032 w 0.91 2.38 30 30 27 71 30 30 27 71 P D C 12C-Osw 11D0 16CR-30ad 0.091 0.390 rL 2.58 1].09 1.44 11.99 1.42 244 21 1483 223 21 575 228 322 248 244 21 223 21 13 575 228 12 322 248 19O.U32 0.91 1483 1343 2099 13 F 2QP_19l O.OSQ 1.41 0.71 13 1 1 9 0 0 Q 0 F 22A-Ipl 0.989_ 2799 0.00 1470 148 4140 0 1470 148 4140 0 6 c) AED excursion 2701 2229 Envelope loss/gain 17014 18071 10685 8721 12 a) Infiltration b) Room ventilation 5711 0 1809 0 1 2748 01 870 0 13 Internal gains: Occupants @ 230 Appliances/other 6 1380 2415 6 138012415 Subtotal (lines 6 to 13) 22725 23674 13432 13386 14 15 Less external load Less transfer Redistribution Subtotal Ducl loads 32"/e 46% 0 0 0 22725 7202 0 0 0 23674 11007 22% 329% 0 0 0 13432 2%5 0 0 0 13386 4246 Total room load Air required (clm) 2%27 1680 34682 1680 16338 840 17632 840 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. Ad- wrightsoft- 2017.Oc1-27 08.38 35 ACC: A Righl-SuileO Universal 2017 17.0.23 RSU24011 Page 1 IrnglonAGRE\Lol290ThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces E J DEL -AIR Moon- 413 Right-J® Worksheet Entire House 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: Lot 290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 It 9.0 It 1469.3 It= Ty kI--G Construction number U•value Btuldltx••F) Or HTM Bluh/It2) Area (112) or perimeter (II) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 V1l 12C•0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 491 30 461 0 1186 289 1079 317 y/ t-C 13A-7.5ocs 2A•2ov 0.095 0.340 n n 2.69 9.62 1.67 10.58 0 0 0 0 0 0 0 0 11 V/ G..2A.2ov 12C-0sw 0.091 0.340 a a- a 2.58 9.62 2.69 2.34 30.36 1.67 270 30 0 240 0_289-911 0 618 0 562 0W13A-7.5ocs 0.095 yl Y-G. 13A-7.5ocs OCav 0.095 0.340 se sfL 2.69 9.62 1.67 8.7J 2.34 10.58 10.77 0 0---0-0-0 0 0 0 fGG 12C-0sw 2A-2ov 2A•2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 491 6 15 470 6 13 1209 58 144 1100 63 162 yl L(; 13A•7.5ocs 2A-20v 2A-2ov 0.095 0.340 0.340 s s s 2.69 9.62 9.62 1.67 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 12COsw 2A-2ov 2B-2Iv 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 13A-7.5ocs 2A-2ov 2A-2ovd 0.095 0.340 0.580 w w w 2.69 9.62 16.41 1.67 30.36 16.85 0 0 0 0 0 0 0 0 0 0 0 0 IN16A•30ad 0.032 w 0.91 2.38 0 0 0 0 P 1-0- C 12C-0sw UDO 16CR•30ad 0.091 0.390 2,58 11-09. 0.91 1.44 11.99 1.42 0 0 1469 0 0 1469 0 0 0 0 0.032 11_ 1331 2080 F P-1 ,( 1,41 0.71 13 13 1@ 9 F 22A•1d 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 472 Envelope loss/gain 6329 9350 12 a) Infiltration b) Room ventilation 2963 0 939 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 9293 10288 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 46/6 66°/, 0 0 0 9293 4296 0 0 0 10288 6761 Total room load Air required (clm) 13589 840 t 7050 840 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Oct-27 08:38:35 4GCP. Righl•Sude® Universal 2017 17.0.23 RSU24011 Page 2 IinglonAGRBLol290ThornbrookeDarlinglonAGRE.rup Catc = MJ8 House laces: E DEL --AIR Right-J® Worksheet r001.10.001r1e1m1Y ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name ahu 1 mstr rm 2 Exposed wall 147.9 It 420 It 3 Room height 93 It 93 It heal/cool 4 5 Room rLmensions Room area 1470.0 IR 17.0 x 15.5 It 263.5 ft2 Ty Construction U-value Or HTM Area (W) Load Area (112) Load number Bluhrllz°F) Bluh/119 or perimeter (11) Bluh) or perimeter (11) Bluh) Heat Cod Grohs N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 V V 12C-Osw 0.091 n 0.00 0.00 O 0 0 0 0 0 0 C 2A.2ov 0.340 n 0.00 0.00 0 0 0 0 0 0 0 Vy 13A-7.5ocs 0.095 n 2.69 1 67 508 470 1263 783 89 89 148 G 2A-2ov 0.340 n 9.62 10 58 39 0 374 411 0 OE 0 II Lr i.rArFLt VA-U V 12C-OSW 0.091 S 0.00 0.00 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 2A-2ov 0_340 S O 00 O_00 0 0 0 O 0 0 0 13A-7.5ocs 0.095 s 2.69 1.67 494 470 1264 784 159 159 426 2A-2ov 0.340 s 9.62 12 15 5 0 48 61 0 0 0 2A-20v 0.340 s 9.62 12 15 19 0 185 234 0 0 0 12C-Osw 0.091 w 0.00 000 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 000 0 0 0 0 0 0 0 2B-21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 13A-7.50cs 0.095 w 2.69 1.67 280 150 402 249 145 86 232 2A-20v 0.340 w 9.62 30.36 58 0 561 1769 58 0 561 2A.2ovd 0.580 w 16.41 16.85 72 72 1182 1213 0 0 0 6 c) AED excursion 2229 898 Envelope losstgain 10685 8721 2660 3295 12 a) Infiltration 2748 870 822 260 b) Room ventilation 10 01 01 0 13 Internal gains. Occupants @ 230 6 1380 1 230 Appliances/olher 2415 600 Subtotal (lines 6 to 13) 13432 13386 3482 4385 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 t4 Subtotal 13432 13386 3482 4385 t5 Duct loads 22% 32% 2905 4246 22% 32'/6 753 1391 Total room load 16338 176321 5776 Air required (clm) 840 8401 275 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft- 2017.Oc1.27 08.38 35 Righl-Su4eO Universal 2017 17 0.23 RSU24011 Page 3 knglonAGRE\Lol29OThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E II Lr i.rArFLt VA-U V 12C-OSW 0.091 S 0.00 0.00 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 2A-2ov 0_340 S O 00 O_00 0 0 0 O 0 0 0 13A-7.5ocs 0.095 s 2.69 1.67 494 470 1264 784 159 159 426 2A-2ov 0.340 s 9.62 12 15 5 0 48 61 0 0 0 2A-20v 0.340 s 9.62 12 15 19 0 185 234 0 0 0 12C-Osw 0.091 w 0.00 000 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 000 0 0 0 0 0 0 0 2B-21v 0.340 w 0.00 0.00 0 0 0 0 0 0 0 13A-7.50cs 0.095 w 2.69 1.67 280 150 402 249 145 86 232 2A-20v 0.340 w 9.62 30.36 58 0 561 1769 58 0 561 2A.2ovd 0.580 w 16.41 16.85 72 72 1182 1213 0 0 0 6 c) AED excursion 2229 898 Envelope losstgain 10685 8721 2660 3295 12 a) Infiltration 2748 870 822 260 b) Room ventilation 10 01 01 0 13 Internal gains. Occupants @ 230 6 1380 1 230 Appliances/olher 2415 600 Subtotal (lines 6 to 13) 13432 13386 3482 4385 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 t4 Subtotal 13432 13386 3482 4385 t5 Duct loads 22% 32% 2905 4246 22% 32'/6 753 1391 Total room load 16338 176321 5776 Air required (clm) 840 8401 275 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft- 2017.Oc1.27 08.38 35 Righl-Su4eO Universal 2017 17 0.23 RSU24011 Page 3 knglonAGRE\Lol29OThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E 6 c) AED excursion 2229 898 Envelope losstgain 10685 8721 2660 3295 12 a) Infiltration 2748 870 822 260 b) Room ventilation 10 01 01 0 13 Internal gains. Occupants @ 230 6 1380 1 230 Appliances/olher 2415 600 Subtotal (lines 6 to 13) 13432 13386 3482 4385 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 t4 Subtotal 13432 13386 3482 4385 t5 Duct loads 22% 32% 2905 4246 22% 32'/6 753 1391 Total room load 16338 176321 5776 Air required (clm) 840 8401 275 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft- 2017.Oc1.27 08.38 35 Righl-Su4eO Universal 2017 17 0.23 RSU24011 Page 3 knglonAGRE\Lol29OThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft- 2017.Oc1.27 08.38 35 Righl-Su4eO Universal 2017 17 0.23 RSU24011 Page 3 knglonAGRE\Lol29OThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces: E DEL --AIR warm - am carranamra Right-JO Worksheet ahu 1 DEL -AIR HEATING & AIR CPNDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lo1290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr bth 12.0 It 9.3 It heal/cool 12.0 x 8.0 It 96.0 f12 mstr wic 0 It 9.3 It heal/cool 6.5 x 7.5 It 48.8 112 Ty Construction number U-value Btuh/tl2-'F) Or HTM BIuNh2) Area (Ih) 1 or perimeter (IQ Load Btuh) Area (112) I or perimeter (It) Load Btuh) Heat cool Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 y/ L-f 12C-Osw 2A•2ov 0.091 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 Vy C 13A-7.5ocs 2A-2ov 0.095 0.340 n n 2.69 9.62 1.67 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yy// L- G..2Ac2ov W 12C-0sw 13A-7 5ocs 0.091 0.340 0.095 a e_ a 0.00 0.00 2_69 0.00 0.00 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 13A•7.5ocs JOGv 0.095 0.340 se se_ 2.69 9.62 1.67 8.7J. 0 0 0 0 0 0-0-0 0 0 6 0 0 0 0 n v I-C G 12C-0sw 2A-2ov 2A-2ov 13A•7.5ocs 2A•2ov 2A•2ov 0.091 0.340 0 340 s s s 0.00 0.00 Q._Q 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 0.095 0.340 0.340 s s s 2.69 9.62 9.62 1.67 12.15 12.15 112 0 0 112 0 0 301 0 0 187 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C•Osw 2A-2ov 2B-21v 0.091 0.340 0.340 w w w 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 0L-lC Vy I--G 13A-7.5ocs 2A•2ov 2A-2ovd 0.095 0.340 0.580 w w w 2.69 9.62 16.41 1.67 30.36 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 0G W 164-30ad 0.032 w 0.91 2.38 0 0 0 0 0 0 0 0 P LD. 12C-Osw 1.1 DO 16CR-30ad 0.091 0.390 n_ 2.58 1.0.4 1.44 0 O 0 0 0 0 0 0 0 0 0 0 0 0 C o.032 0.91 1.1.99 1.42 0 0 0 0 0 0 0 0 0 0 F 202•19l 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A-Id 0_989 27.99 0.00 96 12 336 0 49 0 0 0 6 c) AED excursion 8 0 Envelope loss/gain 637 179 0 0 12 a) Inhllration b) Room ventilation 218 0 69 0 0 0 0 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 0 0 0 5 Subtotal (lines 6 to 13) 855 248 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 229/0 1 329/0 0 0 0 855 1 185 0 0 0 248 79 229/6 1 32% 0 0 0 0 0 0 0 0 5 2 Total room load Air required (clm) 1040 53 326 16 0 0 6 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A - Fk wrightsoft- 20t7-0ct-2708:38:35 Right -Suite® Universal 2017 17.0.23 RSU24011 Page 4 IingionAGRE%Lol29OThornbrookeDartingionAGRE.rup Calc = MJ8 House laces, E DEL -AIR Right-J® Worksheet IQ0I111I0. AM COrO1101mW ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND40 IONs6655 Fax 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 Room name mslr we den 2 Exposed wall 0 It 21.0 11 3 Room height 9.3 If heat/cool 9.3 11 heat/cool 4 5 Room dimensions Room area 5.5 x 3.5 If 19.3 02 1.0 x 146.5 It 146.5 Ile Ty Corame lion U-value Or HTM Area (112) Load Area (III Load numberI Bluh/IlZ•F) Stuh/119 or perimeter (It) Btuh) or perimeter (11) Btuh) Heal I Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heat I Cod 6 11 V 62G' 2ov s 0.340 n 9 10.58 0 0 0 0 0 OI in.-vbw I v.Vurt v I u.w 121i-vsw 2A-20v v.va1 0.340 0.340 s s s u.w 0.00 0.00 2.69 9.62 9.62 v.w 0.00 0.00 u 0 0 u 0 0 v 0 0 u 0 0 u 0 0 u 0 0 u 0 0 v 0 02A•2ov 13A-7.5ocs 2A-2w 2A-20v 0.095 0.340 0.340 s s s 1.67 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 145 0 19 125 0 0 337 0 185 209 0 234 y/ 12C-Osw 2A-20v 2B-21v 0.091 0.340 0,3401 w w w 0.00 0.00 0.00 0.00 0.00 01_1.. 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 H-( I-G 2A-2ov s 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 6 c) AED excursion 10 40 Envelope loss/gain 0 0 1248 569 12 a) Infiltration 0 0 382 121 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 51 0 Subtotal (lines 6 to 13) 0 5 1630 690 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 1630 690 15 Duct loads 1 229/6 329/6 0 2 22"/ 329/6 1 353 219 Total room load 0 6 1 1982 908 Air required (cim) 0 0 1 102 43 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrightsoft 2017-Oct-27 08 38.35 d1G 1>. Righl•Suile® Universal 2017 17.0 23 RSU24011 Page 5 IinglonAGRE\Lol290ThornbrookeDarlinglonAGRE rup Calc = MJ8 House laces E DEL --AIR Right-JO Worksheet l'"0-AM "'° ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 3277t hone: 407.333-2665 Fax: 407-333.3853 Web WWW DEL-AIR.COM Job: Lot290ThornbrookeDarlingll Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area util 4.0 It 9.3 If heat/cool 4.0 x 11.5 It 46.0 IP pwdr 4.0 It 9.3 If heat/cool 4.0 x 11.5 11 46.0 112 Ty Construction number U-value BtuIVIIZ"F) Or HTM Btul It2) Area (Ili or perimeter (It) Load Btuh) Area (I12) or perimeter (It) Load Bluh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 W 1- 12C•Osw 2A•2ov 0.091 0.340 a 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 y/ I---C 13A-7 5ocs 2A•2ov 0.095 0 340 n n 2.69 9.62 1.67 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vy 1--G..2A_2ov 12C•Osw 0.091 0.340 a a_ a 0.00 0.00 2_69 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W13A-7 5ocs 0.095 0.00 1.67 0 0 0 13A-7.5ocs JIOC_v 12C-0sw 2A•2ov 2A-2ov 0 095 0.3.40 0 091 0.340 0_340 se se_ s s s 2.69 9.62 0.00 0,00 000 1.67 8.7J 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 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-7.5ocs 2A-2ov 2A-2ov 0.095 0.340 0.340 s s s 2.69 9.62 9.62 1.67 12.15 1215 37 0 0 37 0 0 100 0 0 62 0 0 37 5 0 32 0 0 87 48 0 54 61 0 12C-Osw 2A-2ov 2B•21v 0.091 0.340 0.340 w w w 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 13A•7.5ocs 2A•2ov 2A•2ovd 0.095 0.340 0.580 w w w 2.69 9.62 16.41 1.67 30.36 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 16A-30ad 0 032 w 0,91 2.38 0 0 0 0 0 0 0 0 P 12 12C-0sw 11 DO 0.091 0.390 n_ 2.58 ll_O.4 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 C 16CR-30ad 0.032 091 1.42 0 0 0 0 0 0 0 0 F 1 0_050 0 989 0.00 0_OQ 0 0 Q 0 0 Q 0 0 F 22A•IW 27,99 0,00 46 4 112 0 46 4 112 0 6 c) AED excursion 22 11 Envelope loss/gain 212 40 247 126 12 a) Infiltration b) Room ventilation 73 0 23 0 73 0 23 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 600 0 0 0 Subtotal (lines 6 to 13) 285 663 320 149 14 15 Less external load Less transfer Redslnbulion Subtotal Duct loads 122%, 1 32'/ 0 0 0 285 1 62 0 0 0 663 210 22'/6 320/6 0 0 0 320 69 0 0 0 149 47 Total room load Air required (clm) 347 18 874 42 389 20 197 9 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. AG A - Fk wrilghtsoft- 2017.0ct-27 08:38:35 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 6 IinglonAGRE\Lot290ThornbrookeDarnnglonAGRE rup Calc = MJ8 House laces: E 1' DEL -AIR I6nrwo - = Ixnmmmmw Right-JO Worksheet ahu 1 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: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area lamely nn 35.0 It 9.3 If heal/cool 20.5 x 14.5 It 297.3 IIz dining rm 10.0 It 9.3 It heaYcool 1.0 x 210 0 I1 210.0 112 Ty Construction number B'` value F ) Or HTM letuldll I Area (III or perimeter (It) Load 81uh) I Area (112) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 y/ C 12C-Osw 2A•2ov 0.091 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 y/ G 13A•7.5ocs 2A-2ov 0.095 0.340 n n 2.69 9.62 1.67 10.58 191 0 191 0 514 0 319 0 93 39 54 0 w91 374 411 11 W 12C 0sw 2A.2ov 13A•7.5ocs 0.091 0.340 a e_ a 0.00 0.00 2_69 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.095 0,00 1.67 0 0 0 0 0 0 0 13A-7.5ocs aOC.v 0.095 0.340 se se_ 2.69 9.62 1.67 7j 0 0 O 0 0-0-0 0 0 0 0 0 0 0 0 v C C 12C-Osw 2A-2ov 2A_2ov 13A-7.5ocs 2A-2ov 2A-2ov 0.091 0.340 0_340 0.095 0.340 0.340 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 1 I-C s s s 2.69 9.62 9.62 1.67 12.15 12.15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L--G 12C-Osw 2A-2ov 28-21v 0.091 0.340 0.340 w w w 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 yJ I-G 13A-7.5ocs 2A•20v 2A-2ovd 0.095 0.340 0.580 w w w 2.69 9.62 16.41 1.67 30.36 16.85 135 0 72 63 0 72 170 0 1182 106 0 1213 0 0 0 0 0 0 0 0 0 0 0 0L---G W 16A-30ad 0.032 w 0.91 2.38 0 0 0 0 0 0 0 0 P D 12C-Osw Aj Do 0.091 0.390 r1_ 2.58 11 A4. 1.44 1 .99 0 O 0 0 0 0 0 0 0 0 0 0-0-0 0 0 0 0C16CR•30ad 0.032 0.91 1.42 0 0 0 0 0 0 F P-191 Q 5`0 0.00 9M. 0 0 0 0 0 0 0 F 22A-113_1 0_989 27.99 0.00 297 35 9110 0 210 10 280 0 6 c) AED excursion 1411 25 Envelope loss/gain 2846 3049 800 477 12 a) Infiltration b) Room verifitation 636 0 201 0 182 0 58 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 0 1 23010 Subtotal (lines 610 13) 3482 4170 982 764 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 1 329/6 0 0 0 3482 1 753 0 0 0 4170 1323 221% 329/6 0 0 0 982 212 0 0 0 764 242 Total room load Air required (cim) 4235 218 5493 262 1194 61 1007 48 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017.00I.27 08:38'35 ZA Right -Suite® Universal 2017 17 0.23 RSU24011 Page 7 bngionAGRE\Lo129OThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces E DEL -AIR unnro • ow cmmnrmmra Right-J® Worksheet ahu 1 DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771 PhCONDone Fax: 407.333.3853 Web WWW.DEL-AIR.COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pantry 0 If 9.3 11 heal/cool 6.0 x 3.5 11 21.0 112 kitchen 19.9 If 9.3 It heat/cod 1.0 x 275 8 It 275.8 W Ty Construction number U-value Btu14112••F) Or HTM BIUh/112) Area (112) or perimeter (11) Load Bluh) Area (It2) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 12C-0sw 2A•2rnr 0,091 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 Vj/ C 13A-7.5ocs 2A-2ov 0.095 0.340 n n 2.69 9.62 1.67 10.58 0 0 0 0 0 0 0 0 135 0 135 0 364 0 226 0 11 12C-0sw 2A_2ov 13A•7.5ocs 0.091 0.340 a e_ a 0.00 0-00 2.69 0.00 0.00 1.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0W0.095 0 0 0 0 y/ l-GJ 13A-7.5ocs 0C_v 12C-0sw 2A-2ov 2A-2ov 0.095 340 0,091 0.340 0340 se se_ s s s 2.69 9.62 0.00 0.00 0 00 1,67 8.7.1 0.00 0.00 0UO 0 0 0 0 0 0 46 23 23 23 61 225 38 203 1---G 11-1 --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 0 0 13A•7.5ocs ZA•2ov ZA-2oy 0.095 0.340 0.340 s s s 2.69 9.62 9.62 1.67 12.15 I Z 15 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 13 0 0 8 0 0 I---G LLL------(GGi Vj/ 1 2 12C-0sw 2A-2ov 2B•21v 0 091 0.340 0 340 w w w 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 Val 13A-7.5ocs ZA-2ov 2A•2ovd 0.095 0.340 0.580 w w w 2.69 9,62 16.41 1.67 30,36 16.85 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012 W 16A-30ad 0 032 w 0.91 2.38 0 0 0 0 0 0 0 0 P D 12C-0sw 11Do 0. 091 0. 390 2. 58 11. 0.4 0. 91 1. 44 11. 99 1. 42 0 0 0 0 0 0 0 0 0 244 21 13 223 21 13 575 228 12 322 248 19 C16CR•30ad 0.032 n_ 0 0 0 F 20P.19A 0. 0_00 27. 99 0. 00 0 0 0 0 0 0 9 0 F 22A•Id 0.989 0_00 21 0 0 0 276 20 557 0 6 c) AED excursion 0 76 Envelope loss/gain 0 01 20341987 12 a) Infiltration b) Room ventilation 0 0 0 0 363 0 115 0 13 Internal gains. Occupants @ 230 Appliances/ other 0 0 5 0 0 1200 Subtotal ( lines 6 to 13) 0 5 2397 2302 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 22% 0 0 0 0 0 0 0 0 5 2 22% 32% 0 0 0 2397 518 0 0 0 2302 730 Total room bad Air required (clm) q32% 0 0 6 0 1 2915 150 3033 144 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoTt' 2017.Oct-27 08:38 35 Right- Suile® Universal 2017 17.0.23 RSU24011 Page 8 ImglonAGRE\ Lol290ThornbrookeDarlinglonAGRE.rup Calc = MJ8 House laces E j DEL -AIR Right-J® Worksheet ahu 2 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: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ahu 2 169.0 Il 9.0 It 1469 3 I12 rm 2 39.5 11 9.0 11 heal/cool 14.5 x 15.5 It 224.8 II= Ty Construction U-value Blub]112-*F) Or HTM 81uh/112) Area (119 or perimeter (11) Load Bluh) I Area (112) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 VI/ C 12C-0sw 2A•2ov 0.091 0.340 a n 2.58 9.62 2.34 10.58 491 30 461 0 1186 289 1079 317 86 0 86 0 220 0 200 0 Y_G0.09513A-7.5ocs 2A-2ov 0.340 n n 000 000 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ G..2A:2Dv 12C-0sw 0.091 0.340 0.095 a e_ a 2.99 9.62 0.00 2.34 30.36 0,00 270 30 0 240 0 618 289 562 9.1.1 0 0 0 0 W 13A-7.5ocs 0 0 0 0-0-0-0 0 0 0 0 yl 13A-7.5ocs JOC_ 0.095 390 se se_ 0.00 0.00 0.00 O.00 0 0 0 0 0 0 0 0 0 0 0 0-0-0 0 0 v C C 12C-0sw 2A-2ov 2A•2ov 0.091 0.340 0.340 s s s 2.58 962 9.62 2.34 10.58 10.77 491 6 15 470 6 13 1209 58 144 1100 63 162 131 0 0 131 0 0 336 0 0 306 0 0 yl L_GG 13A•7.5ocs 2A-2ov 2A•2ov 0.095 0.340 0.340 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 12C-0sw 2A-2ov 2B-21v 0 091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 270 30 40 200 0 0 515 289 385 469 911 1214 140 30 0 110 0 0 282 289 0 257 911 0 y/ I--G 13A-7.5ocs 2A•2ov 2A-2ovd 0 095 0.340 0.580 w w w 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 0L-G W 16A•30ad 0 032 w 0.00 0.00 0 0 0 0 0 0 0 0 P I-D. C 12C-0sw 1.1DO 16CR•30ad 0.091 0.390 n_ 0,00 0.00 0.91 0.00 0,00 1.42 0 0 0 0 0 0 0 0 0 0-0-0 0 0 0 0 0.032 1469 1469 1331 2080 225 225 204 318 F P-19.l Q_O50 0.889 1.41 9.71 13 13 1Q 9 0 0 0 0 F 22A-I0 0.00 000 0 0 0 0 0 0 0 0 6 c) AED excursion 472 292 Envelope loss/gain 6329 9350 1330 2284 12 a) Inlillrelion b) Room ventilation 2963 0 939 0 693 0 219 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 0 0 0 0 Subtotal (lines 6 to 13) 9293 10288 2023 2504 14 15 Less external load Less transfer Reoislribution Subtotal Duct loads 461/6 1 66% 0 0 0 9293 1 4296 0 0 0 10288 6761 461% 661/6 0 0 0 2023 935 0 0 0 2504 1645 Total room load Air required (clm) I 1 13589 840 17050 840 1 2958 1 183 4149 204 Calculations approved by ACCA to meet all requirements o1 Manual J 81h Ed. 7 _ -Fk wrightsoft- 2017.Oct•27 08 38 35 Right-SuileO Universal 2017 17 0 23 RSU24011 Page 9 IinglonAGRE\Lol290ThornbrookeDarlingionAGRE rup Calc = MJ8 House laces: E DEL --AIR msnro - Co1 ca normro Right-J® Worksheet ahu 2 DEL -AIR HEATING & AIR CONDITIONING CODISCO WAY, SANFORD, FL 327711Phone 7Fax: 407-333-3853 Web: WWW.DEL-AIR COM Job: Lot290ThornbrookeDarlingt... Date: 6/ 4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area blh 2 9.0 It 9.0 It heal/cool 9.0 x 6.0 It 54 0 Ile bth 3 11.5 It 9.0 It heal/cool 11.5 x 6.0 It 69.0 42 Ty Construction number U- value BtuWfl2-*F) Or HTM BlulUlt2) Area ( I12) or perimeter ( 11) Load Btuh) Area Ql or perimeter ( It) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 Vy G 12C- Osw 2A-20v 0.091 0. n n 2. 58 9.62 Z34 10. 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y-- G 13A-7 5ocs 2A-2ov 0.095 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 11 y1/ G..2A_ 2ov 12C-Osw 13A-7. 5ocs 0.091 0.340 a 2. 58 2.34 0 0 0 0 0 0 0 0 0 0- 0- 0-0 0 0 0 0 0 0 W 0. 095 e_ a 9. 62 0.00 30.36 0.00 0 0 0 0 0 Vy YLG 13A- 7. 5ocs JOCGv 0. 095 0.340 se se_ 0. 00 0.00 0.00 0.00 0 0 0 n- 0- 0-0-0 0 0 0 0 0 n 0 0 VLS13A- 7. 5ocs 12C-Osw 2A-2ov 2A-2Qv 2A-20v 2A-2ov 0.091 0.340 0.340 s s s 2. 58 9.62 9_62 0.00 0.00 0.00 2.34 10.58 10.77 81 6 0 75 6 0 193 58 0 176 63 0 104 0 0 104 0 0 267 0 0 243 0 Q 0. 095 0.340 0.340 s s s 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 Vjl 12C- Osw 2A-2ov 2B-21v 0.091 0.340 0.340 w w w 2. 58 9.62 9.62 2.34 30.36 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 13A- 7. 5ocs 2A-2ov 2A-2ovd 0.095 0.340 0.580 w w w 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 16A. 30ad 0.032 w 0.00 000 0 0 0 0 0 0 0 0 P 0 12C- Osw 17D0 0. 091 0.390 0,00 0 00 0.00 1.42 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 C 16CR- 30ad 0.032 n_ 0. 00 0.91 54 54 49 76 69 69 62 98 F PO P_191 Q_Qwq 1.41 0.71 0 0 0 0 0 0 F 22A- Ip1 0.989_ 0.00 OUO 0 0 0 0 0 0 0 0 6 c) AED excursion 32 36 Envelope loss/ gam 300 283 329 304 12 a) Infiltration b) Room ventilation 158 0 50 0 202 0 64 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 458 333 531 368 14 15 Less external load Less Iransler Redstribulion Subtotal Duct loads 1 46% 66% 0 0 0 458 212 0 0 0 333 219 46 . 66/6 00 0 531 245 0 0 0 368 242 Total room load Air required ( clm) 669 41 552 27 776 48 610 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017. Oc1.27 08:38,35 A Right- SuileO Universal 2017 17.0.23 RSU24011 Page 10 ImglonAGRE\L0129OThornbrookeDarlingionAGRE rup Calc = MJ8 House laces: E DEL -AIR WAIM- M cmmnmmr Right-J® Worksheet ahu 2 DEL -AIR HEATING & AIR CPNDITIONIN 531 CODISCO WAY, SANFORD, FL 32771 hone: 407.333-2665 Fax. 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 28.0 It 9.0 It heal/cool 14.0 x 14.0 fl 196.0 fit rm 3 wic 7.0 It 9.0 It heat/cool 9.5 x 5.0 It 47.5 fit Ty Construction number U•value BluWflzOF) Or HTM BIu1Ufig Area (fl2) I or perimeter (it) Load Btuh) Area (fl2) or penmeter (it) load Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 V1/ G 12C-0sw 2A-2ov 0.091 0 n n 2.58 9.62 2.34 10.58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 13A-7.5ocs 2A•2ov 0.095 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 11 y/ 12C-Osw 13A-7.5ocs 0.091 0.340 0_095 a e_ a 2.58 9.62 0.00 2.34 30.36 0.00 126 15 111 0 286 1.4..4 260 455 45 0-0-0-0 45 116 TOW W 0 0 0 0 0 0 0 0 V i 13A-7.5ocs JOG-v 0.095 340 se sa - 0.00 0.00 0.00 0.00 0 0 0 0 0-0-0-0 0 0 0 0 0 0 12C-Osw 2A-2ov 2A•2ov 0.091 0.340 0_340 0.095 0.340 0.340 s s s 2.58 9.62 962 2.34 10,58 10.77 126 0 15 111 0 13 286 0 144 260 0 162 18 0 0 18 0 0 46 0 0 42 0 0 13A-7.5ocs 2A-2ov 2A-2ov 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 ILI12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 w w w 2.58 9,62 9.62 2.34 30.36 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 y! I--G 13A-7.5ocs 2A-2ov 2A-2ovd 0.095 0.340 0 580 0.032 w w w 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 0G W 16A•30ad w 0.00 000 0 0 0 0 0 0 0 0 P E-D 12C-Osw 11 D9 0.091 0.3% rt- 0.00 0.00 0.00 O.00 0 0 0 0 0 0 0 0 0 o 0 0-0-0 0 0 C 16CR•30ad 0.032 0.91 1.42 196 196 177 278 48 48 43 67 20P•19l 1.41 y.71 0 0 0 0 11 11 1g F 22A•Id 0_989 0.00 000 0 0 0 0 0 0 0 0 6 c) AED excursion 97 23 Envelope loss/gain 1038 1318 221 200 12 a) Infiltration b) Room ventilation 491 0 155 0 123 0 39 0 13 Internal gains: Occupants @ 230 Appliances/olher 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1529 1473 344 1 239 14 Less external load Less transfer Redistribution Subtotal Duct loads 461/6 661/6 0 0 0 1529 707 0 0 0 1473 968 461/6 66/ 0 0 0 344 159 0 0 0 239 157 r Total room load Air required (cfm) 2236 138 2441 120 1 503 1 31 395 19 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. AG A wrightsoft- 2017.Oct-27 08 38 35 Right-Suile® Universal 2017 17.0.23 RSU24011 Page 11 IinglonAGRBLol29OThornbrookeDarlingionAGRE.rup Calc = MJ8 House faces E DEL --AIR Qnrnm • em txtttttmtttma Right-JO Worksheet ahu 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: Lot290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 II 90 It heal/cool 13.0 x 11.0 11 143.0 112 loll 11.5 It 9.0 It heal/cool 11.5 x 11.0 It 126 5 02 Ty Construction U-value Btuh lIz-*F) Or HTM BIuF IV) I Area (fig or perimeter (It) Load Bluh) I Area y12) or perimeter (II) Load Btuh) Heat cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 I2C Osw 2A•2ov 0.091 0.340 n n 2.58 9.62 2.34 10.58 117 0 117 0 301 0 274 0 104 30 74 0 189 289 172 317 Vy G 13A•7.5ocs 2A•2ov 0.095 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 11 Vy L-(..2A:2ov 12C-Osw 0.091 0.340 a e_ e 2.58 9.62 000 2.34 30.36 0.00 99 15 0 84 0 216 4.4 197 550 0 0 0 0 0 0 0 W 13A•7.5ocs 0.095 0 0 0 0 0 0 0 13A-7.5ocs OC_v 0.095 340 se 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A•2ov 2A-2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 10,58 10.77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fGG 13A-7.5ocs 2A•2ov 2A•2ov 0,095 0.340 0.340 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 12C-Osw 2A•2ov 28-21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 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 VJ/ G 13A-7.5ocs 2A•2ov 2A•2Wd 0.095 0.340 0 580 w w w 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 0I--G W 16A•30ad 0.032 w 0.00 000 0 0 0 0 0 0 0 0 P LD 12C-Osw Al 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 16CR•30ad 0.032 0.91 1.42 143 143 130 202 127 127 115 179 F 2QP-191 1). 0.50 1.41 9.71 1 1 2 1 Q 0 0 F 22A•lpl 0.9m 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 49 65 Envelope losstgain 793 1178 593 604 12 a) Infiltration b) Room ventilation 421 0 133 0 202 0 64 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1214 1312 794 668 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 461/6 66 0 0 0 0 1214 1 0 0 0 1312 862 46% 661/6 0 0 0 794 367 0 0 0 668 439 Total room load Air required (clm) 1775 110 2174 107 1161 72 1106 55 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. wrightsoft" Right•Suile® Universal 2017 17.0 23 RSU24011 2017 Oct 27 08:3e 32 IingionAGRE1Lol29OThornbrookeDarlingionAGRE.rup Calc = MJ8 House laces E 9 DEL --AIR resr11110 - om mr rwrmo Right-JO Worksheet ahu 2 DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-333-2665Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot 290ThornbrookeDarlingt... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 350It 9.0 It heaUcool 20.5 x 14.5 11 297.3 02 stairs 3.5It 9.0 It heal/cool 1.0 x 311.3 It 311.3 112 Ty Construction number U-value BluWll2-•F) Or HTM Bluh/It2) Area (It2) 1 or perimeter (It) Load Btuh) Area (112) or perimeter (It) Load Bluh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 V1/ C 12C-0sw 2A-2ov 0,091 340 n n 2.58 9.62 2 34 10.58 185 0 185 0 475 0 432 0 0 0 0 0 0 0 0 0 yl Ili 13A-7.5ocs 2A-2ov 0.095 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 11 v G..2A, W 12C-Osw 13A-7.5ocs 0.091 0.3.40 0.095 a e_ a 2.58 9.62 0.00 2.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 030.36 0.00 0 0 0 0 0 0 y/ L-G 13A-7.5ocs JoGv 0.095 0.340 se se_ 0.00 0.00 0.00 0() 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2A_-2ov 0.091 0.340 0.340 s s s 2.58 9.62 8_62 2.34 10.58 10 77 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 81 0 0 74 0 0 6 13A-7.5ocs 2A-2ov 2A-2ov 0.095 0.340 0.340 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 ILS12C-Osw 2A.2ov 2B-21v 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 30.36 30.36 131 0 40 91 0 0 233 0 385 212 0 1214 0 0 0 0 0 0 0 0 0 0 0 0 13A-7.5ocs 2A-2ov 2A-2ovd 0.095 0.340 0.580 w w w 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 16A-30ad 0.032 w 0.00 0.00 0 0 0 0 0 0 0 0 P 12C-Osw 11 DO 16CR-30ad 0.091 0.390 0.00 0.' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.032 n 0.00 0,91 0.00 1.42 297 297 269 421 311 311 282 441 F 29P-191 1.41 p.71 0 0 0 0 Q 0 0 0 F 22A-tpl 0.989 0.00 0 00 0 0 0 0 0 0 0 0 6 c) AED excursion 432 A7 Envelope loss/gain 1362 2712 363 467 12 a) Inliltration b) Room ventilation 614 0 194 0 61 0 19 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 610 13) 1976 2906 424 487 14 15 Less external load Less transfer Redistribution Subtotal 1 Duct bads 4M. 1 66'/0 0 0 0 1976 1 914 0 0 0 2906 1910 46 . 66°/, 0 0 0 424 196 0 0 0 487 320 Total room load Air required (c1m) 1 28891179 4816 237 621 38 806 40 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed. Fk- wrightsoft" 2017.Oc1•27 08 38:35 Righl•Suile® Universal 2017 17.0 23 RSU24011 Page 13 bnglonAGRE%Lol29OThornbrookeDarlinglonAGRE.rup Cak = MJ8 House laces E DEL -AIR Duct System Summary WMI°-AMCOVDrno mto ahu 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 Job: Lot290ThornbrookeDarli... Date: 6/4/2014 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 0.148 in/100ft 0.148 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 162 ft Name Design 13tuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk den h 1982 102 43 0.195 6.0 Ox 0 VIFx 27.8 95.0 sti dining rm h 1194 61 48 0.196 6.0 Ox 0 VIFx 27.1 95.0 sti family rm C 5493 218 262 0.183 8.0 Ox 0 VIFx 36.2 95.0 sti kitchen h 2915 150 144 0.212 7.0 Ox0 VIFx 18.1 95.0 sti mstr blh h 1040 53 16 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm C 5776 218 275 0.148 9.0 Ox 0 VIFx 52.0 110.0 s13 mslr we C 6 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 s13 mslr wic C 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1 pwdr h 389 20 9 0.194 4.0 Ox 0 VIFx 28.6 95.0 sti ulil c 874 18 42 0.191 4.0 Ox 0 VIFx 30.9 95.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 271 291 0.148 534 10.0 0 x 0 VinlFlx SO SO Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx wri htsoft' 2017.Oct-Oct08.38:37 9 Righl-SudeO Universal 2017 17 0.23 RSU24011 Page 1 AMN IinglonAGRE\Lol290ThornbrookeDarlingionAGRE rup Calc = MJ8 House laces E Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mail Trunk rb3 Ox 0 840 840 0 0 0 0 Ox 0 VIFx c wri htsoft' 2017.Oc1-27 08 38.37 9 Right.Sude® Universal 2017 17 0.23 RSU24011 Page 2 AC+CI: . IinglonAGRE\Lol290ThornbrookeDarbnglonAGRE.rup Calc = MJ8 House laces: E DEL --AIR Duct S stem SummarY Y Job: Date: Lot290ThornbrookeDarli... 6/4/2014 ahu 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 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 0.202 in/10011 840 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.202 in/100ft 840 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (it) Trunk blh 2 h 669 41 27 0.318 4.0 Ox 0 VIFx 5.5 70.0 b1h 3 h 776 48 30 0.311 4.0 Ox 0 VIFx 7.1 70.0 loll h 1161 72 55 0.203 6.0 Ox 0 VIFx 33.0 85.0 st2 open to below c 2408 89 119 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A c 2408 89 119 0.286 6.0 Ox 0 VIFx 14.0 70.0 rm 2 c 4149 183 204 0.270 8.0 Ox 0 VIFx 18.8 70.0 rm 3 h 1775 110 107 0.206 6.0 Ox 0 VIFx 31.5 85.0 s12 rm 3 wic h 503 31 19 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 h 2236 138 120 0.281 7.0 Ox 0 VIFx 15.5 70.0 stairs c 806 38 40 0.306 6.0 Ox 0 VIFx 8.6 70.0 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk s12 Peak AVF 213 181 0.202 481 9.0 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 Mall Trunk rb2 Ox 0 840 840 0 0 0 0 Ox 0 VIFx Wrl ht$oft' 2017-a1.27 08.38 37 9 Righl-Suds® Universal 2017 17.0 23 RSU24011 Page 3 ACCA ImglonAGRE\Lol290ThornbrookeDarlinglonAGRE.rup Calc - MJ8 House laces: E FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lo1290ThornbrookeDarlingtonAGRE Builder Name: Taylor Morrison 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 6/12/2017 1:16 PM EnergyGaugeO 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 D This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O Mandatory Requirements(three pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) D 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®. USRCSBv5.1 6/12/2017 t:15:31 PM Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot290ThornbrookeDarlingtonAGRE Builder Name: Taylor Morrison Street: Permit Office: City, Stale, Zip: FL , Permit Number - Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. Cond. Volume. 23678 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 lest and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: ----- - - -- -- k 0, THE STgT kP"c0p 1E1!" 6/12/2017 1,16 PM 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 verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4 O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4 1 1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The budding 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. Healing 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 light -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakagewindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the healing load. 0 R403.2.2 Sealing (Mandatory)NII 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 lest. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feel (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the 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 budding envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/12/2017 1:16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'% inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage lank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 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 healing 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. 0 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. Healing 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. 6/12/2017 1.16 PM EnergyGauge® USA - FlaRes2014 - Section R405 4.1 Corn 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. 0 R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. D 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 D 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 6/12/2017 1.16 PM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Com Page 3 of 3 N Transfer tiductf/ ales flsftldo L conolYnce .Ith Flo ReskMntlal Mdrro Cale - Ia6024 Balanced Return e.Cfptlons I a V st InchProthtl1Inchct. q Y Q OundercutodoorstuntlfrNtOntloorstobptepeY'Wtcbn vent roan$. to •all Cap N R..aea V N OaI tlIIY J --- 1 O - — (-1 M V L ` i- - - - - - - I WerOq 1 k e1 FANLLY BOON s I v .: , 1 w I al.,ItAv 602•, sD ll I 11J6 -c N m Q Q Q Qjr/ rlw 16.16 = I e i ; / Wa- it g ItlaY/If«Ra. .. 11 a• , o sly ro• Ill 12 r d um. 1 I Z ua. 10 N . I riJTuFe — — 16.16 rop D u I N Wd re . / ya- ; a. YN tae i a ;i 3 O 1 I Fm e I 8•. I.ce ae 6 Mim W,t mao\ 11 W w N Go— CU N\ NA IERARIE 1, i-.• «.. ac 271 as ! 0.6 cKiI I , gbaa Q\\ mbVV\mCD 4 J I 1, vrty' II n°, as ri•'= rat r.• mowr..sw. J .rnr.rs btnvCp stl 1 0 LadaJesr. crnres L-_J rr 42X42 A/C SLAB i z.o Tor, v/sav eb, Iv« a W IB•10 potforn by er •e d iaN eaN YmNM w BY BLDR MIN 2' FROM WALL a UCacaW;tln/e•1'o• r" to wall cap m.a uma O6e'm bath duct W/fan o wall cap Nutone 696RN fan Z n.,er TYPICAL MASONRY WINDOW SO4EDULLE Im'a V) Q YY WINDOW WIDTHS * 0 O e I n I rr sr g H O wlwoow ulLal/Ts L7 ti a', Q 0m ON N liW DW vim p WZ N o W w a W a W a W IYTLIDrG (EQ10 J ^J, Q/ O. 0us; NYW KW !rW YUItr O Q Q O = LL iW N5W SW DW A J Z YW NY} /f SY YW 6clVmm3ofl0gKAuC:leoaa r" U O W9040164lATI01 NTVH F. IP R rlY.l'Riap Trp WfpfyTgo s9al 1plla(q 1{Ir610afTrlE OIsOW TOTAL L c. Tn CO JlE7 T7Ktt W6.l.CJ,9Ba•0ea.01IRV LAKAIs s W > Z ac' Lr6T ENTRY no f O Z p w 3 TOTL 5C FT J Q CD H Q 7 J 0 0 0 Of Must have a nWnun clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. m CL J In o 0 d O q Z N tri e( g 30Nrot`i a 9 1 g' ' 1• WMyur• 11 1 a— ag Nm QQ1 1 IN 7 r•r.. •O d f Nr aL Y•e• 1 4 1 i ZQ 10.6 I.cd IOs6 1•cd lh ry° N j 10.6 1•Cd 10.6 I cd SS 6 "' II i r a— i' w m Wi- CO CU U nasaY; 20 ule9. a' Vder •sl Hued to rovlde o/c duct chss• II Q y O 6• s+ 1 ae•• 6 y 1 iay1( 46-l. cd1a.81 ctl SEDID I o6.IG rep T• 12.ppi I.cd I 1 i i r0° r ur;Y am4- r 9 c a 4 1 v •i1iH c O O 1 1 • c.w. oa.senw Z orm m va.c Tr•nsitr d-is/9r81•s sized 6, O o•a ns•r Co•.allomf hh (Iodide Residential • 2.0 TT11 V/3RV °2.0V IPM Ndiq Code - M1602/ PAIOM04 N WI8.10 alen 3 bath duct Retvn All. •.ceotbns 1-3. °milder atforw ey® ruse provide unrestricted 1 GKh Z )[ a1RYL 111/t•OOL to roof cap vyerCut en doors to P.MUbl• scan a/e•.ro• w/fan reOwf' O O O QNutone696RNB 0z CU Z J J w CU r Q- O O mot• l.l_ QQ =\ ZRatingo N in w •• > Z Z o iu 3 7 J 0 0 0 m Must have a nlnlnun clearance of 4 InChes around the air handler per the State Energy code All duct has on r=6 Insulation value. m a J (f) 0 0 W Revision . u 1Uf7ResponsetoCommentsEl Permit # / 2-'.. 203!7 Submittal Date Project Address: - '20Z Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Tra&s encompassed in revision: E(Building Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov l l/8/l7 General description of revision: Plumbing Electrical WAN Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building ROUTING INFORMATION Approvals f'11- 1 t I MCD MONTA CONSULTING & DESIGN OF WMR AND ASSOCIATES, LLC 2 2 2 SOUTH WESTMONTE D R I V E. SUITE 1 0 0 ALTAMONTE SPRINGS, FLORIDA 3 2 7 1 4 P H 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 TO: Taylor Morrison TRANSMITTAL SHEET DATE: November 3, 2017 A'ITEN'PI ON FROM: Kim Carter MCD PROJECT NO: PROJECT NAME 2170319 TB-290 (40's)(Darlington (IM AR) r.OR: DAFILKE Quantity Items 2S&S (24x36) & Narrative Framing Repair (Bearing Wall) Remarks: 11 /3/2017 t - a o39 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 Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders TAYLOR MORRISON Thornbrooke — Lot 290(40's) (Darlington A) Date: November 3, 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 2. Sheet(s) revised: S1, S4 j CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION i Application No: -- r-; 0 c.- Documented Construction Value: S Job Address: Cz ) l i f— Historic District: Yes No)-( Parcel ID: Residentiae Commercial L Type of Work: Newo Addition Alteration _ Repair Demo Change of Use Move Description of Work:71RS4a I I Plan Review Contact Person: Phone: `W7-rJ 5d3001. Name 'r street: L9 n Ct City, State Zip: i Name 1A, ICt Street- (53 I COd TSU City, State Zip:ear\ Name: Street: City, St, Zip: Bonding Company: Address: nTitle: Email: I'IVGC G1aLt?LV. c,o Property Owner Information Phone: A Resident of property? lrmation Phon9:. q0 Z- J"a5 - 30oc / F' ax: q07- 2:.,- S'e53 State License No.:Ckp3a8 Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender. Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 50 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1P 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 Tien Lnw, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at rwork will be done in compliance with all applicable laws regulating construction and zo ' g. signature orOwner/Agent Date SigqOCM ofContraetor/ASrnt butt Print Owner/Agent's Name Ptint Contmctor/Aacnt'a Name Signature of Notary -State of Florida Date CHERYL D AKERS MY COMMISSION # FFM962 EXPIRES June 05, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is _Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE, WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Revision Response to Comments Permit # I _%— %C3 3c) Project Address: y32 VG G by Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: U Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division GAT 2 2j Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 10/25/17 Fax: General description of revision: PRODUCT APPROVALS REVISED ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building RECORD COPY CBUCK Engineering Specialty Structural Englneering CBUCK, Inc. Certificate of Authorizotion N8064 Evaluation Report MMI-2" Off Ridge Vent Ridge Vent Assembly 0 14 Manufacturer: Millennium Metals, Inc. 10200 Eastport Road v\DING Jacksonville, FL 32218 SANFORO 877) 358-7663 EPAR for Florida Product Approval FL 16568.1 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: "MMI-2" Off Ridge Vent Material: Steel Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-104-MM12-StORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1— 7 tllllllrrrri P . \CENSe F,p No 31242 T' STATE OF 24 i F F(ORIOP .•' ON Al-" ?G r1 111110%0 DI<4iW Up ed by: Ilmn L !uc xq, P.E. CBUCK, Inc. 2015.03.0210:57:51-05'00' 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 25-104-MM2-St0RV-ER 14 SpENCldft'Li Struck wal Engineprinq CBUCK, Inc. Certificate of Authorization a8064 Manufacturer: Product Name: Product Category: Millennium Metals, Inc. MMI-2" Off Ridge Vent Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-2" Off Ridge Vent Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly structural components: Evaluated: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater Performance: Wind Uplift Resistance Design Uplift Pressure: - 75 PSF Allowable design pressure for allowable stress design (ASD) with a margin of safety of2to1. FL #: FL 16568.1 RI Date: 2 / 26 / 15 CBUCK Engineering ,N Page rt No.: 35of MM2-StORV-ER 14 Specialty Structural Engines erinq DUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Wolls by Uniform Static Air Pressure Difference Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.00S. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. Refer to applicable building code section for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R2 Date: 2 / 26 / 15 CBUCK Engineering Page Report NO 4 of MM2 StORV-ER 14 Spt'clalty Structural Engl1rwv 1nq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: by Manufacturer): Material Type 1: Thickness: Yield Strength: Corrosion Resistance: Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Alternate Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: Roof Cement: Type: Application Size Standard: MMI-2" Off Ridge Vent Steel 26 gauge (min.) 40 ksi min. In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 24" 4-1/2" 2' , 4', 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Attaches Ridge Vent Base Flange to Deck Hex -Head Wood Screw 10 x 1-1/2" (min.) Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.4 Asbestos -free asphalt based roof cement w/ SBS rubber 1/4" thick minimum Per ASTM D 3019 Type III and ASTM D 3409 CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER 14 Page 5 of 7 ISpeclalty Structural Englneering CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Attach vent top, bottom and side flanges to deck with nails or screws spaced 4" o.c. and 1-1/2" from each end. 9 Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2 Off Ridge Vent" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test Architectural Testing, Inc.(FBC Organization #TST ID: 1527) Report #: D0249.02-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) A CBUCK Engineering FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM2-StORV-ER 14 Page 6 of 7 SpeK--lalN Structural Eng1maprinq CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 4 1/2 in. i 1 Profile Drawings 5-1/2" 121, 18-1 /4" Side View (Not To Sco/e) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wbod Screws MMI-2" Steel Off Ridge Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Plywood Deck Lower Slope Front) Typical Side View (Not To Scole) Y Higher Slope Back) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 CBUCKEngineering Page Report No.: 15-104-MM2-StORV-ER 14 Spe clalty Structural Englnmw1nq CBUCK, Inc. Certificote of Authorizotion #8064 Installation Method Millennium Metals, Inc. MMI-2" Steel Off Ridge Vent Attached to Wood Deck 1 1/7 o.c. 110 4" o.c. 4" o.c. Typical, Maximum Nominal Lengths J 42 Typical Fastener(s) 11 Gauge Ring Shank Roaring Nail OR Base Flange 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) r ~,r jar Typical Ridge Vent Assembly Isometric View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Florida Buildinq Code Duct Leakaqe Results Builder: C-4i c Neighborhood: Address: f C)GL City Lf3vt o Square Footage Stage of Construction for Test Lot #: _ ZQb State: Permit #: Rough in with Air Handler 1:1 Rough in no Air Handler QPost Construction Duct Leakage Test Results: J r — De4 Duct Leakage percent requirement: % System CFM25 Square Footage Duct Leakage CFM/ 100s ft. Location Pass or Fail 1 S7 % 2,Z Z. Z ` t c s q2 ss 2 3 4 5 D Pass F-] Fail Rating Company: SkveTec® Inspection Date: Z•- Rater Name: Rater Signatur ff— emThe Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866. SKYETEC www. SkyeTec.com S FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: l 0 P_'9 Zoto Builder Name: Street: qSZC C 1,'o Permit Office: City, State, Zip: Z-`7 / Permit.Number: GU. CT A_L . I .. Design Location: Jurisdiction: 1 J v' L t7w t4_ Envelope Leakage Test Results Single Point Test Data: HOUSE PRESSURE: 6-D FLOW: l j 76 Z Leakage Characteristics CFM (50): 176 Z ACH(50): Ll. l R402.4.1.2 Testing. The building or dwelling unit shall be tested an'd'veri bd 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 Co"qui/;mitts inlaord nce with section R402.4. 2. ) SIGNATURE:' ' /''' : T ._•, PRINTED NAME: DATE: Z —1 & — /'9 Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: DESCRIPTION AS FURNISHED: Lot 290, THORNBROOKE, PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Tilak Raj Sharma and Moniko Sharma; Inspired Title -Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding LOT 291 I REC. 1/2- I.R. NO I.O. 5.00' Co O O O o Q) CO 5.00' 5.00' LOT 305 N 00°10'44" W I 40' 00 OFF I REC. 112" I.R. c - PVC FENCE + L NO I.D. LOT 290 19.8 19.80' 3.5'x7.0' AC PAD 15.7' i. o COV'D. of o' CONC. 8' RECESS FOR POCKET SLIDER h TWO STORY RESIDENCE F.F.-23.90' 5.0' s?. c COV D. O1 BRICK 0 Oi W 16' BRICK 1 OR. 25. 220 5.20' iY3 I 10' UTIL. ESMT. 1 nu 5.00' 5.00' 5.00' 275.03' rye' PC) — — SET N&D 5' CONC. WALK SET NATO 4596 ( B.B.) S OO B 10 44 E 14596 40.00' QQ PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS V"'ft PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER . PLANS - 23.9' {} PROPOSED GRADE PER CONSTRUCTION PLAN ++ a ROCKY GROVE LANE 50' R/W) TRACT I UTILITY k ACCESS R/W BUILDING SETBACKS: FRONT - 25' REAR a 15' SIDE - 5.0' SIDE CORNER - 10' 43Z b ac c G bur aP if 1-1 - zoo LOT 289 LVI 4.4IUU bu.11I LIVING 1.467 SOFT. GARAGE 455 SO FT. ENTRY 71 SOFT. LANAI 139 SO F1 BREEZEWAY = N/A SO.Fr. DRIVEWAY 40J SO Fr. A/C PAD 18 SOFT WALKWAY 70 SO.FT IMPERVIOUS = 546 R 2,623 SO.f I SOD 9 177 Sn FT RIW = 440 SO. FT APRON - 110 SOFT. SIDEWALK = 200 SOFT. QAn = 116 Cn C7 D INFORMATION SHOWN AREA - 5,240 SO FT ON SUPPLIED PLAN DRIVEWAY = 513 SO FT. P INSTRUCTIONS PER SIDEWALK - 270 SO FT. NOT FIELD VERIFIED) I SOD - 2.307 SO.Fr. CRUISEiVHEYLTR—ISICOTT & ASSOC., INC. — LAND SURVEYORS LCGCND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436PPLATPDLPOINTONLINE NOTES: rI.P. FIELDIRON PIPE TYP. Pitt TYPICALPOINTOr REVERS[ CURVATURE 1. THE UNDERSIGNED DOES HEREBY COMN TAM INIS SURVEY MEETS THE S ANDAROS OF PRACTICE SET FORM BY THE FLORIDA BOARD Or ITS. IRON ROD P= POINT or COmOIR/D CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN C94PMR ST-17 FLO)WA ADMINISTRATIVE COOS PURSUANT TO SECTION 472.027. FLORIDA STATUES C.N. CONCRETE TORRENT RAIL RADIAL Z UNLESS DASOSSED WITH SURVEYORS Or NIVRE AND ORIOIN L RAISEO SEAL. THIS SURVEY IAIP OR COPIES ARE NOT VAUO. S[t I.R. RCC. 1/E' ITS /ILL 4Sli RECOVERED NRW.P. NO -RADIAL WITNESS POINT S. THIS SURVEY WAS PREPARED FROM nnr INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PALI. PO HI Or SCGIININO CALL CALCULATED OR EASEMENTS /NA AFFECT THIS PROPERTY. ' P.O.C. POINt Or Co1DIENEEMdI Lx PCRNANCNT RCFCRCHCC NONIMENT 4. NO UNDERGROUND MPROVEMENIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 4 CCNtCRL11C rr. rINISNCD rLOOR ELCVAt10N S INIS SURVEY IS PREPARED MR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE Rt= UPON BY ANY OTHER COMM. N D NAIL I DISK ESLIll WILDING SETBACK LINE RCNCHHARK 8. DIMENSIONS SHOWN MR ME LOCATION Or 000010EMUITS MERCER $NNW NOT Of USED TO RECONSTRUCT SOUND'" UNCS. R/WESMT. RIGHT -Or -SAY CASCNCNT IA IASC SCARING. 7. BEARINGS. ARE 8/Sf0 ASSUMED DATULI AND ON THE LINE SHOW AS BASE BEARING (0.8.) DRAIN DRAINAGE A 11"A110NS IF SHftX ARE BUSED ON NATIONAL GEODETIC DATUM Or 1920. UNLESS OTHERWISE NOTED. UTIL UTILITY 0. CERTIFICATE Of AUTHORIZATION Ib. 4308. CLrC. CHAIN LINK FENCE WDrC WOOD rCNCC C/o CONCRCTC SLOCK SCALE I---- I- - 20'--I DRAWN BY: ••• P.C. P.T. POINT or CURVATURE POINT or TANGENCY CERTIFIED BY: DATE No. DESC. DESCRIPTION ARCRADIUENGTH ORDER PLOT PLAN 03-10-17 1060-17 0 DELTA REVISED PLOT PLAN 03-31-17 CD REVISED PLOT PLAN 06-02-17C.R. SCARING NORTH FORMBOARD FOUNOAl10N/.LENS. 09-26-17 4249-17 FlNAL/ELEVS. 02-09-18 769-18 THIS BUILDING/PROPERTY DOES NOT UE WITHIN A. -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER ??Rid*X. CRUSE .EVER. R.L.S. / 4714 ZONE 7C MAP / 12117C 0055 F. JARES W. SCCWT. R.LS 1 4801